The URL can be used to link to this page

Home My WebLink AboutAPPROVED CONSOLIDATED PLANS C21001128 - King County I-LineTACOMA PU G E T MAU R Y I S L A N D VASHON ISLAND S O U N D KIT S A P C O . KIN G C O . PIERCE CO. KING CO. ALGONA PACIFIC BLACKDIAMOND VALLEY 5 AUBURN DES MOINES 518 99 TUKWILA KENT 181 167 RENTON 18 169 169 MAPLE 405 5 509 ME R C E R I S . SEATTLE MEDINA WASHINGTON LAKE 90 520 ISSAQUAH900 LK. SAMM. BELLEVUE 520 18 PRESTON FALLCITY 202 203 BOTHELL 405 KIRKLAND 99 522 5 KENMORE KING CO. REDMOND 202 SNOHOMISH CO. DUVALL S TALBOT ROADTAL-21 S GRADYWAY S CARR ROAD 108THAVESE AUBURNWAY N S TALBOT ROADTAL-B S 2ND ST S 3RD ST LOGAN AVE S MORRIS AVE S RAINIERAVE S S 7TH ST SHATTUCKAVE S AD-READY SUBMITTAL JUNE 14, 2024 EXPECTED RELEASE DATE SEPTEMBER 2024 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 8 8 2 7 8 7 \ 1 _ 1 G 0 . 0 0 . d w g | L a y o u t : 1 G 0 . 0 0 PL O T T E D : M a y 2 9 , 2 0 2 4 - 0 1 : 5 3 : 1 2 p m B y C W I L C O X XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - T O P O . d w g ; X - A L I G N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL METRO TRANSIT RAPIDRIDE I LINE KING COUNTY LOCATION MAP NOT TO SCALE NOT TO SCALE VICINITY MAP DRAWING NUMBERING SYSTEM KEY: AREA LOCATION (FOR PROJECTS WITH MULTIPLE LOCATIONS) 2 C1.01 SEQUENTIAL DESIGNATOR SEPARATOR DISCIPLINE SEQUENTIAL DRAWING NUMBER WITHIN DISCIPLINE AND DESIGNATED CATEGORY PROJECT VICINITY SECTION LETTER SECTION LETTER ELEVATION LETTER DRAWING ON WHICH SECTION/ELEVATION APPEARS. DRAWING ON WHICH SECTION WAS TAKEN. TYPICAL SECTION AND DETAIL REFERENCING SYSTEM A/A2.01A A3.01 SCALE: SECTION B A1.01 (2)ON DRAWING A105 THIS SECTION IS IDENTIFIED: (1)THE SECTION IS CUT ON DRAWING A101: (3)DETAILS ARE CROSS-REFERENCED IN A SIMILAR MANNER, EXCEPT THAT DETAILS ARE IDENTIFIED BY NUMBERS RATHER THAN BY LETTERS. VOLUME 1 RENTON SEGMENT COVER 1G0.00 1 A. VILLAR C. WILCOX A. STOTT KENT SEGMENT AUBURN SEGMENT METRO RENTON SEGMENT C DR E EC G I L R S TC TS U UT CIVIL DRAINAGE ELECTRICAL EROSION CONTROL GENERAL INTERCONNECT LIGHTING RETAINING WALL STATION TRAFFIC CONTROL TRAFFIC SIGNAL LANDSCAPING UTILITY DISCIPLINE OWNER CONTACT: KING COUNTY METRO JANINE ROBINSON, AICP janirobinson@kingcounty.gov 206.477.7563 201 S JACKSON ST SEATTLE, WA 98104 ENGINEER CONTACT: JACOBS ENGINEERING JOHN McKENZIE, PE John.McKenzie@jacobs.com 425.453.3000 1100 112TH AVE NE BELLEVUE, WA 98004 SURVEYOR CONTACT: 1 ALLIANCE MARK GROOT mark.groot@1-alliance.com 425.598.2200 1261 120TH AVE NE BELLEVUE, WA 98005 R-421401 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 W-421401S-421401T-421401 TR O - 4 1 - 4 2 1 4 WW P - 2 7 - 4 2 1 4 WT R - 2 7 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 CONSOLIDATED PLANS 4-17-26: INCLUDES DESIGN CHANGE 1 & 2 6/13/24 REGIONAL FIRE AUTHORITY cthomas 08/28/2024 APPROVEDWASTEWATER UTILITY jstowell 08/29/2024 SURFACE WATER UTILITY JFarah 09/03/2024 WATER UTILITY JValdez 09/05/2024 TRANSPORTATION OPERATION CBarnes 09/09/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 CIVIL CONSTRUCTION PERMIT #C21001128: COR CONDITIONS OF APPROVAL ARE LISTED ON SHEET 2 - 1G0.01 APPLICABILITY THE REQUIREMENTS IN THESE NOTES, AS WELL AS IN THE CONTRACT SPECIFICATIONS, SUPPLEMENT THE REQUIREMENTS OF THE AGENCY OR AGENCIES HAVING JURISDICTION OVER THE WORK IN THIS CONTRACT. IN THE CASE OF CONFLICT, THE MOST STRINGENT REQUIREMENTS SHALL APPLY. IN CASE THAT ONE OR MORE ELEMENTS OF THE WORK ARE NOT COVERED BY REQUIREMENTS OF AN AGENCY, OR AGENCIES, THE REQUIREMENTS IN THESE NOTES SHALL APPLY. GENERAL NOTES - (KING COUNTY METRO) 1.ALL WORK METHODS AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND THE LATEST EDITION OF THE SPECIFICATIONS AND THE APPLICABLE DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS FROM THE AGENCY HAVING JURISDICTION OVER THE SITES OF WORK. 2.CONTACT EACH AGENCY'S PUBLIC WORKS DEPARTMENT AND SCHEDULE AND ATTEND A PRECONSTRUCTION MEETING AT LEAST ONE WEEK BEFORE BEGINNING CONSTRUCTION. ATTENDANTS TO INCLUDE EACH AGENCY'S APPOINTED REPRESENTATIVE(S) AND THE PROJECT REPRESENTATIVE. 3.ASSUME FULL RESPONSIBILITY FOR WORKER SAFETY, AND DAMAGE TO STRUCTURES AND IMPROVEMENTS RESULTING FROM CONSTRUCTION OPERATIONS. 4.MAINTAIN THE FOLLOWING THROUGHOUT THE EXECUTION OF THIS PROJECT, AND AT A LOCATION KNOWN AND ACCEPTABLE TO THE PROJECT REPRESENTATIVE AND THE JURISDICTIONAL REPRESENTATIVES ASSIGNED TO THE PROJECT: A.ALL APPLICABLE PERMITS, AND CONDITIONING THEREIN. B.THE APPROVED PLANS. C.A CURRENT COPY OF THE DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS FROM EACH AGENCY HAVING JURISDICTION OVER THE SITES OF WORK. D.TRAFFIC CONTROL AND STREET MAINTENANCE PLANS APPROVED BY THE AGENCY OR AGENCIES HAVING JURISDICTION OVER THE SITES OF WORK. E.A CURRENT SET OF RECORD (AS CONSTRUCTED) DRAWINGS. F.COPIES OF THE HEALTH, SAFETY AND ACCIDENT PREVENTION PLANS. 5.WORK SHALL CONFORM TO THE APPROVED DRAWINGS AND THE CONTRACT SPECIFICATIONS. CHANGES TO THESE DOCUMENTS REQUIRE PRE-APPROVAL FROM THE PROJECT REPRESENTATIVE AND THE AGENCY HAVING JURISDICTION OVER THE SITES OF WORK. 6.PROVIDE THE PROJECT REPRESENTATIVE WITH A SET OF RECORD DRAWINGS THAT MEET THE CONTRACT REQUIREMENTS PRIOR TO THE PROJECT FINAL APPROVAL. 7.PRIOR TO CONSTRUCTION OF METRO FOOTINGS AND FACILITIES, PLEASE CONTACT METRO INSPECTORS AND CONSTRUCTION AT BUSSTOPINSPECTIONS@KINGCOUNTY.GOV OR BY PHONE AT 206-263-2381. PLEASE NOTE THAT METRO REQUIRES NOTICE OF AT LEAST THREE WEEKS IN ADVANCE TO SCHEDULE AN INSPECTION. ALL METRO FOOTINGS MUST BE INSPECTED AND APPROVED BY METRO INSPECTORS BEFORE ANY CONCRETE IS POURED. WORK SCHEDULE NOTES 1.DAYS AND HOURS OF WORK SHALL CONFORM TO THE CONDITIONS IN THE PERMITS ISSUED BY THE AGENCY HAVING JURISDICTIONS OVER SITES OF WORK. AERIAL FIBER OPTIC ANGLE POINT BACK OF CURB BACK OF SIDEWALK BOTTOM BOTTOM OF WALL BETWEEN CATCH BASIN CAST IN PLACE CONSTRUCTION JOINT CITY OF AUBURN CITY OF KENT CONCRETE CONTINOUS CITY OF RENTON CENTERLINE CENTER POINT CRUSHED SURFACING BASE COURSE CRUSHED SURFACING TOP COURSE DIAMETER DRAWING EASTING EXPANSION JOINT ELEVATION EXISTING FRONT OF FACE FINISH GRADE FLOW LINE HOT MIX ASPHALT INBOUND INVERT ELEVATION KING COUNTY METRO LENGTH LEFT MAXIMUM MANHOLE MINIMUM NORTHING NUMBER NOT TO SCALE NOT STEEPER THAN OUTBOUND ON CENTER OVERHEAD POWER OVERHEAD TELEPHONE/ TELECOM POINT OF CURVATURE AFO AP BOC BOS BOT BOW BTWN CB CIP CJ COA COK CONC CONT COR CL CP CSBC CSTC DIA DWG E EJ ELEV, EL EX FF FG FL HMA IB IE KCM L LT MAX MH MIN N NO. NTS NST OB OC OHP OHT PC ABBREVIATIONS:GENERAL NOTES: POINT OF COMPOUND CURVATURE POINT OF BEGINNING POINT OF END POINT OF REVERSE CURVE PROPOSED PUGET SOUND ENERGY POINT POINT OF INTERSECTION POINT OF VERTICAL CURVE POLYVINYL CHLORIDE POINT OF VERTICAL INTERSECTION POINT OF VERTICAL TANGENT RIGHT REAL TIME INFORMATION SYSTEM RIGHT OF WAY STORM DRAIN SQUARE FOOT/ FEET SHOULDER SPACING STATION STATE ROUTE STANDARD SYMMETRICAL TOP OF CURB TEMPORARY CONSTRUCTION EASEMENT TEMPORARY EROSION AND SEDIMENT CONTROL TOP OF WALL TRANSIT SIGNAL PRIORITY TYPICAL UNDERDRAIN UNLESS NOTED OTHERWISE UTILITY WITH WASHINGTON STATE DEPARTMENT OF TRANSPORTATION PCC POB POE PRC PROP PSE PT PI PVC PVC PVI PVT RT RTIS ROW SD SF SHLDR SPA STA SR STD SYM TC, TOC TCE TESC TOW TSP TYP UD UNO UTIL W/ WSDOT ABBREVIATIONS (CONTINUED): C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 8 8 2 7 8 7 \ 1 a _ 1 G 0 . 0 1 . d w g | L a y o u t : G 0 . 0 1 PL O T T E D : M a y 2 8 , 2 0 2 4 - 1 2 : 1 4 : 5 5 p m B y C W I L C O X XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - L E G E N D . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINEG. FRANCO E00566E18 CXXXXXXXXK. CHANG YUEN GENERAL NOTES AND ABBREVIATIONS 1G0.01 2 A. VILLAR C. WILCOX A. STOTT T-421402 S-421402 W-421402 R-421402 TR O - 4 1 - 4 2 1 4 WW P - 2 7 - 4 2 1 4 WT R - 2 7 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/13/24 -8NE 0 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 cor conditions of approval: 1. Issuance of Civil Construction Permit C21001128 is for the purposes of project bid and contractor procurement. Construction shall not occur until the City Project Manager issues a Notice to Proceed. 2. A pre-construction meeting shall be held with the Applicant, Project Contractor, City Representatives and Inspection Staff prior to Notice to Proceed. 3. All project construction and inspection fees shall be paid prior to scheduling of pre-construction meeting and issuance of the Notice to Proceed. 4. All project entitlements such as construction easements and ROW acquisitions shall be in place and copies provided to the City prior to issuance of the Notice to Proceed. 5. Project Public Agency Service Agreement shall be in place and executed prior to Notice to Proceed. 6. All outside agency permits or approvals such as permits from Soos Creek Water and Sewer District, Department of Ecology or Washington State Department of Transportation shall be in place and provided to the City prior to Notice to Proceed. 7. Sheet 1EC.0A (Page 107): Add additional notes for pre-construction. Notes to be added to specifications. 8. Sheets 1L1.02, 1L1.04A, 1L1.13, 1TS1.02B, 1TS1.07B (Pages 348, 351, 360, 383, 400): ITERIS APEX VECTOR (4-WAY) video detection system is required for all video detection on the project in lieu of Gridsmart Video Detection Cameras. Update project specifications. 9. Sheet 1L2.05 (Page 370): Contractor to request Streetlight pole ID tag numbers from COR Transportation Maintenance after all street lights are installed and furnish/install Streetlight ID tags Per City of Renton Standard plans 121. 10. Sheet 1L2.05 (Page 370): A column on the Pole & Fixture Schedule is required for adding Lat/Long by contractor on As-built Plans. 11. Sheet 1TS1.00 (Page 376): Add additional notes. Notes to be added to specifications. 12. Sheet 1TS1.01B (Page 378): Vector Vantage for video detection. 13. Sheet 1TS1.07B (Page 400): Provide additional SCOOT System information to City Transportation Department for review prior to Notice to Proceed. 14. Sheet 1C8.02 (Page 422): Install stop bar to southern edge of WBTL. 15. Sheets 1C8.10, 1C8.11, 1C8.15 (Pages 434, 436, 44): Remove stop bars at RRFB Crossings on City streets. Keep stop bars at RRFB Crossings on WSDOT highways. G OHP BORE/POT HOLE WETLAND/OHW FLAG MONITORING WELL CONTROL POINT SURVEY MONUMENT IRON PIPE BENCHMARK STONE/SPIKE POWER PULL BOX POWER RISER POWER POLE GROUNDING ROD GUY POLE GUY ANCHOR WATER VALVE WATER METER WATER MANHOLE WATER HOSE BIB FIRE HYDRANT FIRE DEPT CONNECTION COUPLING IRRIGATION METER IRRIGATION CONTROL VALVE IRRIGATION CONTROL BOX COMM PULL BOX COMM MANHOLE COMM VAULT COMM RISER COMM CABINET GAS VAULT GAS VALVE GAS METER STORM CLEANOUT STORM CULVERT STORM CATCH BASIN, TYPE 1 SEWER MANHOLE SEWER CLEANOUT DECIDUOUS TREE (DASHED LINE INDICATES TREE PROTECTION ZONE OF EXISTING TREE) UTILITY VAULT UTILITY POLE JUNCTION BOX UNDERGROUND COMM LINE OVERHEAD COMM LINE UNDERGROUND FIBER OPTIC LINE UNDERGROUND GAS LINE UNDERGROUND POWER LINE OVERHEAD POWER LINE ABANDONED SEWER LINE SD UNDERGROUND SEWER LINE ABANDONED STORM LINE UNDERGROUND STORM LINE UNDERGROUND WATER LINE GROUND SHOT RIGHT-OF-WAY PROPERTY LINE SURVEY PROPOSED EXISTING UTILITY PROPOSED EXISTING POWER MANHOLE POWER CABINET POWER METER POST INDICATOR VALVE DRAINAGE PROPOSED EXISTING SIGNAL PROPOSED EXISTING LIGHTING LANDSCAPE PROPOSED EXISTING EVERGREEN/CONIFER TREE (DASHED LINE INDICATES TREE PROTECTION ZONE OF EXISTING TREE) UTILITY LINETYPES PROPOSED EXISTING RIGHT OF WAY PROPOSED EXISTING ROCKERY WALL SHELTER (LARGE RAPIDRIDE SHELTER) STATION (SHOWN AT 1"=10')PROPOSED TECH PYLON TRASH RECEPTACLE BENCH BIKE RACK STORM CATCH BASIN, TYPE 2 G OHP SD TEMPORARY CONSTRUCTION EASEMENT UDUNDERGROUND UNDERDRAIN LINE HANDHOLE ELECTRICAL SS SS PROPOSED EXISTING JUNCTION BOX - TYPES 1, 2/4 AND 3/8 CONDUIT PULL BOX 25-TA CABLE VAULT C AERIAL FIBER OPTIC AFO ITS ROADWAY LUMINAIRE, BRACKET ARM, POLE, AND FOUNDATION SIGNAL LUMINAIRE AND BRACKET ARM (LENGTH VARIES) PROPOSED EXISTING EXISTING PSE LUMINAIRE REPLACEMENT PEDESTRIAN LUMINAIRE, POLE, AND FOUNDATION JUNCTION BOX - TYPES 1, 2/4 AND 3/8 CONDUIT UTILITY POLE ELECTRICAL SERVICE CABINET CONTROLLER CABINET UNDERGROUND TRANSFORMER VAULT F JUNCTION BOX - TYPES 1, 2/4 AND 3/8 CONDUIT PROPOSED EXISTING MULCH RIVER ROCK MULCH LAWN SEED SHRUB AND GROUNDCOVER MIX A SHRUB AND GROUNDCOVER MIX B SHRUB AND GROUNDCOVER MIX C SHRUB AND GROUNDCOVER MIX D CHANNELIZATION - EDGE LINE CHANNELIZATION - DASHED LINE CHANNELIZATION - DOUBLE YELLOW LINE ONLY SYMBOL CHANNELIZATION - WIDE SOLID LINE ROADWAY SIGNING AND STRIPING PROPOSED EXISTING ROADWAY LINETYPES PEDESTRIAN GUARDRAIL FENCE RETAINING WALL SIGN /////////// BUS SYMBOL ABANDON LINE REMOVE LINE BICYCLE LANE STOP SYMBOL ARROW THRU ARROW RIGHT ARROW LEFT TRAFFIC SIGNAL DETECTION ZONE SIGNAL PEDESTAL WITH PUSHBUTTON JUNCTION BOX - TYPES 1, 2 AND 8 ELECTRICAL SERVICE CABINET TRAFFIC SIGNAL CONTROLLER CABINET MAST ARM POLE WITH LUMINAIRE MAST ARM POLE UNDERGROUND CONDUIT POWER PEDESTAL (FRONT DOOR INDICATED BY THE "F") STORM WATER FLOW ARROW SHELTER (F50 SHELTER) CHANNELIZATION - WIDE DOTTED LANE LINE RED BUS LANE PAVEMENT MARKINGS RAISED BIKE LANE PAVEMENT MARKINGS POWER VAULT PSE TRANSFORMER POLYPIG STATION THRUST BLOCK PROPOSED EXISTING C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 8 8 2 7 8 7 \ 1 b _ 1 G 0 . 0 2 . d w g | L a y o u t : 1 G 0 . 0 2 PL O T T E D : J u n 0 4 , 2 0 2 4 - 0 1 : 1 4 : 1 5 p m B y C W I L C O X XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - L E G E N D . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024 473K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT GENERAL LEGEND 1G0.02 3 A. VILLAR C. WILCOX A. STOTT T-421403 S-421403 W-421403 R-421403 TR O - 4 1 - 4 2 1 4 WW P - 2 7 - 4 2 1 4 WT R - 2 7 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 8 8 2 7 8 7 \ 1 e _ G 0 . 0 3 . d w g | L a y o u t : G 0 . 0 3 PL O T T E D : M a y 2 8 , 2 0 2 4 - 1 0 : 4 5 : 2 3 a m B y C W I L C O X XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024 473K. CHANG YUEN AD-READY SUBMITTAL RENTON, KENT & AUBURN INDEX 1G0.03 4 A. VILLAR C. WILCOX A. STOTT DRAWING NUMBER 1G0.00 1G0.01 1G0.02 1G0.03 1G1.01 - 1G1.03 1C0.01 1C1.0A - 1C1.0B 1C1.01 - 1C1.69 1C4.0A - 1C4.0C 1C4.00 1C4.01 - 1C4.17 1EC.0A 1EC1.01 - 1EC1.17 1C2.00 1C2.01A - 1C2.17 1C3.01 - 1C3.06 1C10.01 - 1C10.15 1C6.01 - 1C6.18 1C9.01 - 1C9.04 1C5.01 - 1C5.02 1UT.0A - 1UT.0B 1UT.01 - 1UT.17 1UP.01 - 1UP.02 1UD.01 1DR.0A - 1DR.0B 1DR.01 - 1DR.17 1DRP.01 - 1DRP.04 1DRD.01 - 1DRD.08 1R0.00 - 1R0.03 1R1.01 - 1R1.06 1R2.01 - 1R2.04 1S1.00 1S1.01 - 1S1.29 1S3.01 1S4.01 1S5.01 1S6.01 - 1S6.02 1E1.00 1E1.01 - 1E1.12 1E2.01 - 1E2.11 1I1.00 1I1.01 - 1I1.16 1I2.01 - 1I2.13 1L1.N1 1L1.01 - 1L1.17 1L2.01 - 1L2.10 1TS1.00 1TS1.01A - 1TS1.10A 1C8.00 1C8.01A - 1C8.17 1CD.01 1SS.01 - 1SS.03 1U1.00 1U1.01 - 1U1.17 1U2.01 - 1U2.02 1U3.01 - 1U3.02 SHEET 1 2 3 4 5 - 7 8 9 - 10 11 - 80 81 - 83 84 85 - 106 107 108 - 124 125 126 - 143 144 - 149 150 - 165 166 - 183 184 - 187 188 - 189 190 - 191 192 - 208 209 - 210 211 212 - 213 214 - 230 231 - 234 235 - 242 243 - 246 247 - 252 253 - 256 257 258 - 286 287 288 289 290 - 291 292 293 - 307 308 - 318 319 320 - 332 333 - 345 346 347 - 365 366 - 375 376 377 - 410 411 412 - 447 448 449 - 451 452 453 - 469 470 - 471 472 - 473 VOLUME 1 DESCRIPTION VOLUME 1 RENTON SEGMENT - COVER GENERAL NOTES AND ABBREVIATIONS GENERAL LEGEND RENTON, KENT & AUBURN - INDEX RENTON SEGMENT - SHEET KEY RENTON SEGMENT - CONTROL NOTES & COORDINATES SHEET RENTON SEGMENT - ROW & SURVEY CONTROL ALIGNMENT TABLES AND LEGEND RENTON SEGMENT - ROW, SURVEY CONTROL & ALIGNMENT PLANS RENTON - TREE INVENTORY & TREE PROTECTION DETAILS RENTON SEGMENT - SITE PREPARATION GENERAL NOTES AND LEGEND RENTON SEGMENT - SITE PREPARATION PLANS RENTON SEGMENT - TESC GENERAL NOTES AND LEGEND RENTON SEGMENT - TESC PLANS RENTON SEGMENT - PAVING GENERAL NOTES AND LEGEND RENTON SEGMENT - PAVING PLANS RENTON SEGMENT - ROADWAY TYPICAL SECTIONS RENTON SEGMENT - GRADING PLANS RENTON SEGMENT - CURB RAMP PLANS RENTON SEGMENT - DRIVEWAY PLANS & PROFILES RENTON SEGMENT - CIVIL DETAILS RENTON SEGMENT - UTILITY GENERAL NOTES AND LEGEND RENTON SEGMENT - UTILITY PLANS RENTON SEGMENT - UTILITY PROFILES RENTON SEGMENT - MANHOLE ADJUSTMENT DETAILS RENTON SEGMENT - DRAINAGE GENERAL NOTES & LEGEND RENTON SEGMENT - DRAINAGE PLANS RENTON SEGMENT - DRAINAGE PROFILES RENTON SEGMENT - DRAINAGE DETAILS RENTON SEGMENT - RETAINING WALL GENERAL NOTES & KEYMAP RENTON SEGMENT - RETAINING WALL PLAN & ELEVATION RENTON SEGMENT - RETAINING WALL DETAILS RENTON SEGMENT - STATION GENERAL NOTES AND LEGEND RENTON SEGMENT - STATION PLANS RENTON SEGMENT - TYPICAL STATION LAYOUTS RENTON SEGMENT - TYPICAL STATION ELEVATIONS RENTON SEGMENT - TYPICAL STATION SECTIONS RENTON SEGMENT - TYPICAL STATION DETAILS RENTON SEGMENT - ELECTRICAL SITE GENERAL NOTES AND LEGEND RENTON SEGMENT - ELECTRICAL SITE PLANS RENTON SEGMENT - ELECTRICAL DETAILS RENTON SEGMENT - INTERCONNECT GENERAL NOTES AND LEGEND RENTON SEGMENT - INTERCONNECT PLANS RENTON SEGMENT - FIBER OPTIC SCHEMATICS, SPLICE DIAGRAMS, AND DETAILS RENTON SEGMENT - LIGHTING GENERAL NOTES, CONSTRUCTION NOTES, AND LEGEND RENTON SEGMENT - LIGHTING PLANS RENTON SEGMENT - LIGHTING WIRING SCHEMATICS, SCHEDULES, AND DETAILS RENTON SEGMENT - SIGNAL GENERAL NOTES AND LEGEND RENTON SEGMENT - SIGNAL SHEETS RENTON SEGMENT - SIGNING & STRIPING GENERAL NOTES AND LEGEND RENTON SEGMENT - SIGNING & STRIPING PLANS RENTON SEGMENT - STRIPING DETAILS RENTON SEGMENT - SIGN SCHEDULES RENTON SEGMENT - LANDSCAPE SCHEDULES, GENERAL NOTES AND LEGEND RENTON SEGMENT - LANDSCAPE PLANS RENTON SEGMENT - LANDSCAPE DETAILS RENTON SEGMENT - LANDSCAPE ENLARGEMENT PLANS DRAWING NUMBER 2G0.00 2G0.01 2G0.02 2G0.02A - 2G0.02D 2G2.01 - 2G2.03 2C0.01 2C1.00 - 2C1.00A 2C1.01 - 2C1.94 2C4.0A - 2C4.0D 2C4.00 2C4.01 - 2C4.29 2EC1.00 2EC1.01 - 2EC1.29 2ED.01 2C2.00 2C2.01 - 2C2.29 2C3.01 - 2C3.14 2C10.01 - 2C10.29 2C6.01 - 2C6.20 2C9.01 - 2C9.18 2C5.01 - 2C5.04 2UT.00 2UT.01 - 2UT.29 2UP.01A - 2UP.01B 2UD.01 - 2UD.03 2DR.00 2DR.01 - 2DR.29 2DRP.01 - 2DRP.05 2DRD.01 - 2DRD.07 2R0.00 - 2R0.02 2R1.01 - 2R1.12 2R2.01 - 2R2.07 2S1.00 2S1.01 - 2S1.34 2S3.01 2S4.01 2S5.01 2S6.01 - 2S6.02 2E1.00 2E1.01 - 2E1.33 2E2.01 - 2E2.11 2I1.00 2I1.01 - 2I1.37 2I2.01 - 2I2.19 2L1.N1 2L1.01 - 2L1.29 2L2.01 - 2L2.13 2TS1.00 2TS1.01A - 2TS1.16B 2TS2.01 2C8.00 2C8.01 - 2C8.29 2SS.01 - 2SS.03 2U1.00 2U1.01 - 2U1.29 2U2.01 - 2U2.02 SHEET 1 2 3 4 - 7 8 - 10 11 12 - 13 14 - 108 109- 112 113 114 - 153 154 155 - 189 190 191 192 - 224 225 - 238 242 - 273 274 - 296 297 - 320 321 - 324 326 327 - 358 359 - 360 361 - 363 364 365 - 395 396 - 400 401 - 407 408 - 410 411 - 422 423 - 429 430 431 - 465 466 467 468 469 - 470 471 472 - 512 513 - 523 524 525 - 569 570 - 590 591 592 - 618 619 - 631 634 635 - 696 697 698 699 - 735 736 - 738 740 741 - 773 774 - 775 VOLUME 2 DESCRIPTION VOLUME 2 KENT SEGMENT - COVER GENERAL NOTES AND ABBREVIATIONS GENERAL LEGEND KENT - INDEX KENT SEGMENT - SHEET KEY KENT SEGMENT - CONTROL NOTES & COORDINATES SHEET KENT SEGMENT - ROW & SURVEY CONTROL ALIGNMENT TABLES KENT SEGMENT - ROW, SURVEY CONTROL & ALIGNMENT PLANS KENT SEGMENT - TREE INVENTORY TABLES & TREE PROTECTION DETAILS KENT SEGMENT - SITE PREPARATION GENERAL NOTES AND LEGEND KENT SEGMENT - SITE PREPARATION PLANS KENT SEGMENT - TESC GENERAL NOTES AND LEGEND KENT SEGMENT - TESC PLANS KENT SEGMENT - TESC DETAILS KENT SEGMENT - PAVING GENERAL NOTES AND LEGEND KENT SEGMENT - PAVING PLANS KENT SEGMENT - ROADWAY TYPICAL SECTIONS KENT SEGMENT - GRADING PLANS KENT SEGMENT - CURB RAMP PLANS KENT SEGMENT - DRIVEWAY PLAN & PROFILES KENT SEGMENT - CIVIL DETAILS KENT SEGMENT - UTILITY GENERAL NOTES & LEGEND KENT SEGMENT - UTILITY PLANS KENT SEGMENT - UTILITY PROFILES KENT SEGMENT - UTILITY DETAILS KENT SEGMENT - DRAINAGE GENERAL NOTES & LEGEND KENT SEGMENT - DRAINAGE PLANS KENT SEGMENT - DRAINAGE PROFILES KENT SEGMENT - DRAINAGE DETAILS KENT SEGMENT - RETAINING WALL GENERAL NOTES & KEY MAP KENT SEGMENT - RETAINING WALL PLAN & ELEVATION KENT SEGMENT - RETAINING WALL DETAILS KENT SEGMENT - STATION GENERAL NOTES AND LEGEND KENT SEGMENT - STATION PLANS KENT SEGMENT - TYPICAL STATION LAYOUTS KENT SEGMENT - TYPICAL STATION ELEVATIONS KENT SEGMENT - TYPICAL STATION SECTIONS KENT SEGMENT - TYPICAL STATION DETAILS KENT SEGMENT - ELECTRICAL SITE GENERAL NOTES AND LEGEND KENT SEGMENT - ELECTRICAL SITE PLANS KENT SEGMENT - ELECTRICAL DETAILS KENT SEGMENT - INTERCONNECT GENERAL NOTES AND LEGEND KENT SEGMENT - INTERCONNECT PLANS KENT SEGMENT - INTERCONNECT DETAILS KENT SEGMENT - LIGHTING GENERAL NOTES, CONSTRUCTION NOTES AND LEGEND KENT SEGMENT - LIGHTING PLANS KENT SEGMENT - LIGHTING SCHEDULE & DETAILS KENT SEGMENT - SIGNAL GENERAL NOTES AND LEGEND KENT SEGMENT - SIGNAL SHEETS KENT SEGMENT - SIGNAL DETAILS KENT SEGMENT - SIGNING & STRIPING GENERAL NOTES AND LEGEND KENT SEGMENT - SIGNING & STRIPING PLANS KENT SEGMENT - SIGN SCHEDULE KENT SEGMENT - LANDSCAPE SCHEDULE & GENERAL NOTES AND LEGEND KENT SEGMENT - LANDSCAPE PLANS KENT SEGMENT - LANDSCAPE DETAILS DRAWING NUMBER 3G0.00 3G0.01 3G0.02 3G0.03 3G3.01 3C0.01 3C1.00 3C1.01 - 3C1.46 3C4.0A 3C4.00 3C4.01 - 3C4.11 3EC.00 3EC1.01 - 3EC1.12 3ED.01 3C2.00 3C2.01 - 3C2.11 3C3.01 - 3C3.05 3C10.01 - 3C10.08 3C6.01 - 3C6.04 3C9.01 - 3C9.02 3C5.01 - 3C5.02 3UT.00 3UT.01 - 3UT.11 3UP.01 3DR.00 3DR.01 - 3DR.11 3DRD.01 - 3DRD.03 3R0.00 - 3R0.01 3R1.01 3R2.01 3S1.00 3S1.01 - 3S1.17 3S3.01 3S4.01 3S5.01 3S6.01 - 3S6.02 3E1.00 3E1.01 - 3E1.12 3E2.01 - 3E2.11 3I1.00 3I1.04 - 3I1.13B 3I2.01 - 3I2.04 3L1.N1 3L1.01 - 3L1.11 3L2.01 - 3L2.04 3TS1.00 3TS1.01A - 3TS1.06A 3TS2.01 3C8.00 3C8.01 - 3C8.12 3CD.01 3SS.01 3U1.00 3U1.01 - 3U1.11 3U2.01 - 3U2.02 SHEET 1 2 3 4 5 6 7 8 - 53 54 55 56 - 72 73 74 - 85 86 87 88 - 99 100 - 104 105 - 113 114 - 117 118 - 119 120 - 121 122 123 - 134 135 136 137 - 147 148 - 150 151 - 152 153 154 155 156 - 172 173 174 175 176 - 177 178 179 - 196 197 - 207 208 209 - 211 212 - 215 216 217 - 227 228 - 231 232 233 - 250 251 252 253 - 271 272 273 274 275 - 286 287 - 288 VOLUME 3 DESCRIPTION VOLUME 3 AUBURN SEGMENT - COVER GENERAL NOTES AND ABBREVIATIONS GENERAL LEGEND RENTON, KENT, & AUBURN - INDEX AUBURN SEGMENT - SHEET KEY AUBURN SEGMENT - CONTROL NOTES & COORDINATES SHEET AUBURN SEGMENT - ROW & SURVEY CONTROL ALIGNMENT TABLES AND LEGEND AUBURN SEGMENT - ROW, SURVEY CONTROL & ALIGNMENT PLANS AUBURN SEGMENT - TREE INVENTORY TABLES & TREE PROTECTION DETAILS AUBURN SEGMENT - SITE PREPARATION GENERAL NOTES AND LEGEND AUBURN SEGMENT - SITE PREPARATION PLANS AUBURN SEGMENT - TESC GENERAL NOTES AND LEGEND AUBURN SEGMENT - TESC PLANS AUBURN SEGMENT - TESC DETAILS AUBURN SEGMENT - PAVING GENERAL NOTES AND LEGEND AUBURN SEGMENT - PAVING PLANS AUBURN SEGMENT - ROADWAY TYPICAL SECTIONS AUBURN SEGMENT - GRADING PLANS AUBURN SEGMENT - CURB RAMP PLANS AUBURN SEGMENT - DRIVEWAY PLAN & PROFILES AUBURN SEGMENT - FOOTING DETAILS AUBURN SEGMENT - UTILITY GENERAL NOTES & LEGEND AUBURN SEGMENT - UTILITY PLANS AUBURN SEGMENT - UTILITY PROFILES AUBURN SEGMENT - DRAINAGE GENERAL NOTES & LEGEND AUBURN SEGMENT - DRAINAGE PLANS AUBURN SEGMENT - SHELTER DRAINAGE DETAILS AUBURN SEGMENT - RETAINING WALL GENERAL NOTES & KEY MAP AUBURN SEGMENT - RETAINING PLAN AND ELEVATION AUBURN SEGMENT - RETAINING WALL DETAILS AUBURN SEGMENT - STATION GENERAL NOTES AND LEGEND AUBURN SEGMENT - STATION PLANS AUBURN SEGMENT - TYPICAL STATION LAYOUTS AUBURN SEGMENT - TYPICAL STATION ELEVATIONS AUBURN SEGMENT - TYPICAL STATION SECTIONS AUBURN SEGMENT - TYPICAL STATION DETAILS AUBURN SEGMENT - ELECTRICAL SITE GENERAL NOTES AND LEGEND AUBURN SEGMENT - ELECTRICAL SITE PLANS AUBURN SEGMENT - ELECTRICAL DETAILS AUBURN SEGMENT - INTERCONNECT GENERAL NOTES AND LEGEND AUBURN SEGMENT - INTERCONNECT PLANS AUBURN SEGMENT - FIBER SCHEMATIC AND DETAILS AUBURN SEGMENT - LIGHTING GENERAL NOTES AND LEGEND AUBURN SEGMENT - LIGHTING PLANS AUBURN SEGMENT - LIGHTING WIRING SCHEMATIC & POLE SCHEDULE AUBURN SEGMENT - SIGNAL GENERAL NOTES AND LEGEND AUBURN SEGMENT - SIGNAL SHEETS AUBURN SEGMENT - SIGNAL DETAILS AUBURN SEGMENT - SIGNING & STRIPING GENERAL NOTES AND LEGEND AUBURN SEGMENT - SIGNING & STRIPING PLANS AUBURN SEGMENT - STRIPING DETAILS AUBURN SEGMENT - SIGN SCHEDULE AUBURN SEGMENT - LANDSCAPE SCHEDULE, NOTES AND LEGEND AUBURN SEGMENT - LANDSCAPE PLANS AUBURN SEGMENT - LANDSCAPE DETAILS T-421404 S-421404 W-421404 R-421404 TR O - 4 1 - 4 2 1 4 WW P - 2 7 - 4 2 1 4 WT R - 2 7 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 6 7 8 5 1 2 3 4 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 8 8 2 7 8 7 \ 2 _ G 1 . 0 1 . d w g | L a y o u t : 1 G 1 . 0 1 PL O T T E D : M a y 2 8 , 2 0 2 4 - 1 1 : 1 8 : 1 7 a m B y C W I L C O X XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - T O P O . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT SHEET KEY 1 OF 3 1G1.01 5 A. VILLAR C. WILCOX A. STOTT SHEET KEY - RENTON RAINER AVE S WHITWORTH AVE S RAINER A V E S RAINE R A V E S S 7 T H S T SHATTUC K A V E S S G R A D Y W A Y S G R A D Y W A Y TALBOT RD S TALBOT RD S I-4 0 5 S B O F F R A M P I-4 0 5 N B O N R A M P S PUGET D R BENSON DR S BENSON DR S S 2 1 S T S T TAL B O T R D S MORRIS AVE S SHATTUCK AVE S S 3 R D S T S 2 N D S T S 3 R D S T S 2 N D S T SMITHERS AVE S S 4 T H P L S 3 R D P L TAL B O T R D S S 1 5 T H S T S 2 3 R D S T LOGAN AVE S SMITHERS AVE S S 1 9 T H S T LAKE AVE S (SITE PREPARATION, PAVING, SIGNING/STRIPING, DRAINAGE, UTILITY, TESC, & LANDSCAPING) NOT TO SCALE S R E N T O N V I L L A G E P L T-421405 S-421405 W-421405 R-421405 TR O - 4 1 - 4 2 1 4 WW P - 2 7 - 4 2 1 4 WT R - 2 7 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 8 11 1 2 9 10 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 8 8 2 7 8 7 \ 2 _ G 1 . 0 1 . d w g | L a y o u t : 1 G 1 . 0 2 PL O T T E D : M a y 2 8 , 2 0 2 4 - 1 1 : 1 8 : 2 1 a m B y C W I L C O X XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - T O P O . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT SHEET KEY 2 OF 3 1G1.02 6 A. VILLAR C. WILCOX A. STOTT SHEET KEY - RENTON (CON'T) S 26TH S T TALBOT RD S S 27TH PL TALBOT RD S S 3 2 N D S T S 3 6 T H S T S 3 7 T H S T S 3 7 T H S T S 3 8 T H C T S 1 7 7 T H S T TALB O T R D S S C A R R R D 98TH AV E S SMITHERS AVE S SE C A R R R D TALBOT CREST DR S (SITE PREPARATION, PAVING, SIGNING/STRIPING, DRAINAGE, UTILITY, TESC, & LANDSCAPING) NOT TO SCALE S 4 3 R D S T T-421406 S-421406 W-421406 R-421406 TR O - 4 1 - 4 2 1 4 WW P - 2 7 - 4 2 1 4 WT R - 2 7 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 1 2 1 3 16 17 15 14 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 8 8 2 7 8 7 \ 2 _ G 1 . 0 1 . d w g | L a y o u t : 1 G 1 . 0 3 PL O T T E D : M a y 2 8 , 2 0 2 4 - 1 1 : 1 8 : 2 5 a m B y C W I L C O X XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - T O P O . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT SHEET KEY 3 OF 3 1G1.03 7 A. VILLAR C. WILCOX A. STOTT SHEET KEY - RENTON (CON'T) MILL AVE S S E C A R R R D 106TH P L S E WELLS AVE S 105TH PL SE 108TH AVE SE SE 1 8 1 S T S T SE 1 8 6 T H S T SE 1 8 7 T H P L SE 1 9 0 T H S T SE 1 9 2 N D S T CITY OF KENT CITY OF RENTON SEE VOLUME 2 SE P E T R O V I T S K Y R D BENSON D R S SE 1 8 2 N D S T SE 1 8 0 T H S T (SITE PREPARATION, PAVING, SIGNING/STRIPING, DRAINAGE, UTILITY, TESC, & LANDSCAPING) NOT TO SCALE SE 1 8 6 T H S T T-421407 S-421407 W-421407 R-421407 TR O - 4 1 - 4 2 1 4 WW P - 2 7 - 4 2 1 4 WT R - 2 7 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 0 . 0 1 . d w g | L a y o u t : 1 C 0 . 0 1 PL O T T E D : J u n 0 6 , 2 0 2 4 - 0 1 : 1 1 : 3 7 p m B y C W I L C O X XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473 1ALLIANCE GEOMATICS SURVEYING & MAPPING K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT CONTROL NOTES & COORDINATES SHEET 1C0.01 8 M. GROOT C. WILCOX D. RUFFNER GENERAL NOTES: PUBLISHED SURVEY CONTROL POINT #NORTHING EASTING ELEVATION AGENCY DESCRIPTION 2000 180879.53 1288220.28 237.19 WSDOT GP 17900-185 - 2671 2001 186315.67 1311358.18 412.42 WSDOT GP 17900-42 - 81 2002 179737.95 1308390.96 340.95 WSDOT HAFF - 5551 2003 173762.92 1296604.26 50.51 WSDOT GP17405-64 - 897 2004 159396.52 1306786.10 486.58 WSDOT SOOS - 6499 2005 154675.90 1296843.94 51.75 WSDOT GP17167-92 - 1385 2006 144183.74 1291922.77 39.04 WSDOT HOOSE - 6500 2007 143805.60 1320969.75 502.84 KING COUNTY 5863 2008 132270.56 1290678.80 70.51 WSDOT GP17167-320 - 6493 2009 128624.41 1321222.55 344.07 WSDOT FN 116 - 1300 2010 123240.54 1305478.76 436.00 WSDOT PINE TREE - 6497 2011 111173.36 1287413.85 98.30 WSDOT HL-031 - 7292 2012 109949.09 1298366.49 124.59 WSDOT GP17164-37 - 23 2013 178757.19 1300526.50 38.24 WSDOT BRYN - 892 2014 164996.25 1302974.24 400.45 WSDOT KC-F-9 RESET - 6716 2015 149724.00 1302474.00 420.94 WSDOT BM17515-106 - 5122 1 ALLIANCE SURVEY CONTROL EASTING ELEVATION 184735.41 185756.82 SET SCRIBE IN TRAFFIC ISLAND 102 28.17 1302086.48 1301985.13 105 183154.59 SET NAIL IN SIDEWALK SET NAIL IN SIDEWALK 1301965.98 34.34 181143.53 SET NAIL IN SIDEWALK SET NAIL IN SIDEWALK 1301990.04 43.21 178580.09 178599.82 SET NAIL IN SIDEWALK 114 35.83 1298493.46 117 178500.66 SET NAIL IN TIMBER IN PLANTER SET NAIL IN SIDEWALK 1298451.69 29.44 176955.47 1298602.59 26.47 SET SCRIBE IN SIDEWALK 121 176543.57 1298728.12 21.63 SET NAIL IN CONCRETE TREE PIT 176119.26 1298737.45 SET NAIL IN SIDEWALK 123 175798.76 1298289.40 25.15 SET NAIL IN SIDEWALK 124 175366.70 26.88 SET NAIL IN SIDEWALK 174882.88 1298230.11 27.71 SET NAIL IN ASPHALT STRIP AT BACK OF SIDEWALK 126 175039.83 1298939.57 25.97 127 175137.99 1299575.70 SET NAIL IN SIDEWALK 128 1300210.29 34.53 SET REBAR AND CAP IN LAWN 129 175064.17 1300515.30 34.11 SET NAIL IN SIDEWALK 173848.34 1300466.28 SET NAIL IN TRAFFIC ISLAND 131 173184.26 1300502.63 88.13 SET NAIL IN TRAFFIC ISLAND 132 172686.71 111.74 SET NAIL IN SIDEWALK 1300629.84 189.27 SET NAIL IN SIDEWALK 171210.41 1300629.57 SET NAIL IN ASPHALT 135 171186.30 1299726.38 204.52 SET NAIL IN ASPHALT 136 170453.99 190.58 SET NAIL IN CURB 170006.27 1299158.22 157.91 SET NAIL IN ASPHALT 138 169206.40 1299174.67 110.63 139 168335.43 SET NAIL IN ASPHALT 140 1299291.55 100.46 SET NAIL IN ASPHALT 141 167266.64 1299553.44 100.33 SET NAIL IN ASPHALT 166207.68 1299591.10 SET NAIL IN ASPHALT 143 164824.65 1299383.10 106.27 SET NAIL IN ASPHALT 144 163899.42 SET SCRIBE ON BOLT OF OLD SIGN BASE 145 164003.51 1299499.42 SET SCRIBE IN SIDEWALK 146 161.89 SET NAIL IN SIDEWALK 164403.57 SET NAIL IN SIDEWALK 164880.98 1301578.70 149 165201.78 349.68 SET NAIL IN TRAFFIC ISLAND 150 165445.06 SET SCRIBE IN SIDEWALK 151 1302983.41 401.47 164996.22 1302974.24 FOUND MONUMENT IN CASE 153 164029.64 1302984.10 467.64 FOUND MONUMENT IN CASE 161454.59 1302885.27 488.12 SET NAIL IN SIDEWALK POINT #NORTHING DESCRIPTION 100 1302662.12 30.72 SET SCRIBE IN SIDEWALK 101 1302406.37 32.67 184675.34 1302087.78 SET SCRIBE IN SIDEWALK 103 184102.63 30.02 SET SCRIBE IN SIDEWALK 104 183756.83 29.66 SET SCRIBE IN SIDEWALK 1301996.83 30.22 106 182292.67 1302043.70 32.14 107 181575.02 SET NAIL IN SIDEWALK 108 1302036.08 35.41 SET NAIL IN SIDEWALK 109 180551.85 1302006.97 37.53 110 179899.60 1301937.63 39.19 111 179068.50 SET NAIL IN GORE 112 1301348.53 43.51 SET NAIL IN SIDEWALK 113 1300515.63 38.62 178619.83 1300087.42 SET NAIL IN CONC PAD 115 178628.67 1299413.35 32.76 SET NAIL IN SIDEWALK 116 178622.40 33.00 SET NAIL IN SIDEWALK 1298270.38 36.27 118 178027.20 1298206.35 31.62 119 177392.12 SET SCRIBE IN SIDEWALK 120 122 28.05 1298006.04 125 SET NAIL IN SIDEWALK 27.64 175418.98 130 47.72 1300476.62 133 171535.41 134 207.72 1299283.66 137 FOUND NAIL IN ASPHALT 1299247.11 99.61 167814.03 142 91.01 1299006.41 125.66 141.70 164405.44 1300045.30 147 1301151.74 244.70 148 307.04 SET NAIL IN SIDEWALK 1302155.30 1302591.00 375.29 165490.06 SET SCRIBE IN SIDEWALK 152 400.48 401.61 FOUND MONUMENT IN CASE 155 162196.49 1302938.21 156 R-421408 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 224.27' ALIGNMENT TABLE - TAL-B-LINE DESCRIPTION L193 C67 L228 C68 L196 C69 L197 C70 STATION 10+00.00 12+30.53 16+65.33 28+61.91 33+43.92 43+33.88 52+36.66 54+06.47 LENGTH 230.53' 434.80' 1196.58' 482.00' 989.96' 902.78' 169.81' 10.63' BEARING S32°55'57"E S15°08'17"E S2°39'23"W S1°56'48"E S6°31'53"E S2°13'15"E S2°05'23"W S2°00'48"W RADIUS 700.00' 3,000.00' 6,000.00' 4,000.00' DELTA 35°35'20" 9°12'20" 8°37'15" 0°09'08" TANGENT 224.67' 241.52' 452.25' 5.32' NORTHING 175536.668 175343.181 174930.184 173734.885 173253.680 172270.145 171368.890 171199.193 EASTING 1300246.306 1300371.634 1300483.362 1300427.904 1300444.260 1300556.864 1300591.815 1300585.623 ALIGNMENT TABLE - 2ND-LINE DESCRIPTION L1 L2 L3 L4 C63 L185 C62 L8 L9 STATION 10+00.00 11+30.03 13+91.96 17+07.89 19+40.49 21+06.81 21+83.06 23+34.62 25+82.37 LENGTH 130.03' 261.92' 315.94' 232.60' 166.32' 76.25' 151.56' 247.76' 412.51' BEARING S89°56'12"W N89°11'04"W N89°11'04"W N89°11'04"W N84°25'10"W N79°39'17"W N83°59'48"W N88°20'18"W N89°32'18"W RADIUS 1,000.00' 1,000.00' DELTA 9°31'47" 8°41'01" TANGENT 83.35' 75.92' NORTHING 178585.672 178585.528 178589.256 178593.754 178597.064 178613.220 178626.912 178642.748 178649.932 EASTING 1300232.165 1300102.133 1299840.237 1299524.331 1299291.758 1299126.414 1299051.408 1298900.826 1298653.172 ALIGNMENT TABLE - RAI-LINE DESCRIPTION L14 C66 L192 C2 L190 STATION 10+00.00 12+92.73 15+86.17 31+44.86 36+57.34 LENGTH 292.73' 293.44' 1558.70' 512.48' 317.68' BEARING S3°57'38"W S6°10'50"E S19°56'35"E S10°47'37"W S41°34'17"W RADIUS 839.15' 477.42' DELTA 20°02'08" 61°30'11" TANGENT 148.23' 284.05' NORTHING 178653.256 178361.229 178070.980 176605.753 176126.163 EASTING 1298240.677 1298220.458 1298251.890 1298783.539 1298692.108 ALIGNMENT TABLE - LOG-LINE DESCRIPTION L12 STATION 10+00.00 LENGTH 561.28' BEARING S1°30'38"W RADIUS DELTA TANGENT NORTHING 178585.672 EASTING 1300232.165 ALIGNMENT TABLE - SHA-LINE DESCRIPTION L16 C5 L17 C6 L18 STATION 10+00.00 10+74.78 12+00.09 12+67.49 14+82.55 LENGTH 74.78' 125.31' 67.40' 215.07' 21.49' BEARING S1°04'43"W S24°08'35"E S38°39'14"E S17°03'41"E S0°18'19"E RADIUS 209.55' 319.34' DELTA 34°15'45" 38°35'13" TANGENT 64.59' 111.79' NORTHING 175885.120 175810.353 175697.701 175645.069 175443.330 EASTING 1299145.924 1299144.517 1299195.010 1299237.107 1299299.021 ALIGNMENT TABLE - LAK-LINE DESCRIPTION L19 C7 L20 C8 L21 C9 L22 STATION 10+00.00 13+32.73 14+07.73 16+06.10 16+44.74 17+11.31 17+89.25 LENGTH 332.73' 75.00' 198.36' 38.64' 66.57' 77.94' 39.60' BEARING S89°57'39"W S46°59'21"W S0°29'53"E S14°37'32"W S38°19'08"W S25°20'51"W S0°03'18"E RADIUS 50.00' 75.90' 117.96' DELTA 85°56'37" 29°10'13" 37°51'29" TANGENT 46.58' 19.75' 40.45' NORTHING 175421.842 175421.615 175375.118 175176.763 175139.777 175087.546 175018.381 EASTING 1299299.135 1298966.401 1298916.557 1298918.282 1298908.630 1298867.352 1298834.588 ALIGNMENT TABLE - 3RD-LINE DESCRIPTION L188 L28 STATION 10+00.00 20+22.13 LENGTH 1022.13' 943.90' BEARING N88°39'12"W N88°38'30"W RADIUS DELTA TANGENT NORTHING 178024.582 178048.605 EASTING 1300217.368 1299195.521 ALIGNMENT TABLE - 7TH-LINE DESCRIPTION L32 STATION 10+00.00 LENGTH 664.62' BEARING S89°42'32"E RADIUS DELTA TANGENT NORTHING 175888.496 EASTING 1298481.311 ALIGNMENT TABLE - GRA-LINE DESCRIPTION L178 C12 STATION 10+00.00 11+70.32 LENGTH 170.32' 1357.10' BEARING N77°28'41"E N67°18'02"E RADIUS 3,820.00' DELTA 20°21'18" TANGENT 685.78' NORTHING 174978.784 175015.713 EASTING 1298834.626 1299000.898 POB PI PI PI PC PT PC PT PI POE 29+94.88 178653.256 1298240.677 POE 15+61.28 178024.582 1300217.368 POB POE 29+66.03 178070.980 1298251.890 POB PI POE 16+64.62 175885.120 1299145.924 POB POB PC POE 39+75.02 175888.496 1298481.311 POB PC PT PC PT POE 15+04.04 175421.842 1299299.135 POB PC PT PC PT PC PT POE 18+28.85 174978.784 1298834.626 POB POE 28+00.00 175692.670 1300469.754 POB PC PT PT PT PC PC ALIGNMENT TABLE - MOR-LINE DESCRIPTION L186 STATION 10+00.00 LENGTH 555.65' BEARING S1°19'22"W RADIUS DELTA TANGENT NORTHING 178589.256 EASTING 1299840.237 POE 15+55.65 178033.750 1299827.410 POB PC PCPT PCPC PC POE 54+17.10 171188.566 1300585.250 1298251.889 PT 224.27' PC C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 . 0 1 . d w g | L a y o u t : 1 C 1 . 0 A PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 8 : 2 4 : 3 1 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - L E G E N D . d w g ; X - R O W _ R E N T O N . d w g ; X - R O W _ P R O P . d w g ; X - P A R C E L - I N F O . d w g ; X - R D W Y _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; 1 8 2 2 9 - S V - C T R L _ K C . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.SEE VOLUME 2 FOR ADDITIONAL ALIGNMENT INFORMATION IN THE CITY OF KENT. 3.SEE VOLUME 3 FOR ADDITIONAL ALIGNMENT INFORMATION IN THE CITY OF AUBURN. RENTON SEGMENT ROW & SURVEY CONTROL ALIGNMENT TABLES 1C1.0A 9 A. VILLAR C. WILCOX G. STEPHAN GENERAL NOTES: 224.27' C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 . 0 1 . d w g | L a y o u t : 1 C 1 . 0 A PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 8 : 2 4 : 3 1 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - L E G E N D . d w g ; X - R O W _ R E N T O N . d w g ; X - R O W _ P R O P . d w g ; X - P A R C E L - I N F O . d w g ; X - R D W Y _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; 1 8 2 2 9 - S V - C T R L _ K C . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL R-421409 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 ALIGNMENT TABLE - CAR-LINE DESCRIPTION L79 C34 L80 C35 L81 C36 L82 C33 L83 C30 STATION 10+00.00 11+50.12 15+46.80 18+30.16 21+72.71 23+14.91 24+90.19 29+64.93 34+72.26 37+26.04 LENGTH 150.12' 396.68' 283.36' 342.56' 142.20' 175.28' 474.74' 507.34' 253.78' 1173.96' BEARING S89°03'33"E N71°06'25"E N51°16'23"E N68°24'03"E N85°31'42"E N89°03'21"E S87°26'18"E N67°11'42"E N41°49'41"E N59°26'11"E RADIUS 572.96' 572.96' 1,432.40' 572.96' 1,910.00' DELTA 39°40'04" 34°15'20" 7°00'40" 50°44'00" 35°12'58" TANGENT 206.66' 176.57' 87.75' 271.65' 606.19' NORTHING 163968.361 163965.896 164091.792 164269.063 164393.292 164404.379 164407.266 164386.048 164576.328 164765.433 EASTING 1299051.971 1299202.070 1299569.927 1299790.984 1300104.764 1300246.529 1300421.673 1300895.939 1301348.485 1301517.732 ALIGNMENT TABLE - 108TH-LINE DESCRIPTION L225 L336 L321 L306 L291 L276 L261 L246 L441 L426 L411 L396 L381 L366 L351 L211 L335 L320 L305 L290 L275 L260 L245 L425 L410 L395 L380 L365 L350 L160 L212 L337 L322 L307 L292 L277 L262 L247 L232 L427 L412 L397 L382 L367 STATION 13+79.64 13+79.64 13+79.64 13+79.64 13+79.64 13+79.64 13+79.64 13+79.64 13+79.64 13+79.64 13+79.64 13+79.64 13+79.64 13+79.64 13+79.64 27+57.10 27+57.10 27+57.10 27+57.10 27+57.10 27+57.10 27+57.10 27+57.10 27+57.10 27+57.10 27+57.10 27+57.10 27+57.10 27+57.10 54+84.92 54+84.92 54+84.92 54+84.92 54+84.92 54+84.92 54+84.92 54+84.92 54+84.92 54+84.92 54+84.92 54+84.92 54+84.92 54+84.92 54+84.92 LENGTH 1377.46' 1377.46' 1377.46' 1377.46' 1377.46' 1377.46' 1377.46' 1377.46' 1377.46' 1377.46' 1377.46' 1377.46' 1377.46' 1377.46' 1377.46' 2727.81' 2727.81' 2727.81' 2727.81' 2727.81' 2727.81' 2727.81' 2727.81' 2727.81' 2727.81' 2727.81' 2727.81' 2727.81' 2727.81' 1292.52' 1292.52' 1292.52' 1292.52' 1292.52' 1292.52' 1292.52' 1292.52' 1292.52' 1292.52' 1292.52' 1292.52' 1292.52' 1292.52' 1292.52' BEARING S1°26'05"W S1°26'05"W S1°26'05"W S1°26'05"W S1°26'05"W S1°26'05"W S1°26'05"W S1°26'05"W S1°26'05"W S1°26'05"W S1°26'05"W S1°26'05"W S1°26'05"W S1°26'05"W S1°26'05"W S1°26'19"W S1°26'19"W S1°26'19"W S1°26'19"W S1°26'19"W S1°26'19"W S1°26'19"W S1°26'19"W S1°26'19"W S1°26'19"W S1°26'19"W S1°26'19"W S1°26'19"W S1°26'19"W S0°54'58"W S0°54'58"W S0°54'58"W S0°54'58"W S0°54'58"W S0°54'58"W S0°54'58"W S0°54'58"W S0°54'58"W S0°54'58"W S0°54'58"W S0°54'58"W S0°54'58"W S0°54'58"W S0°54'58"W RADIUS DELTA TANGENT NORTHING 164029.688 164029.688 164029.688 164029.688 164029.688 164029.688 164029.688 164029.688 164029.688 164029.688 164029.688 164029.688 164029.688 164029.688 164029.688 162652.657 162652.657 162652.657 162652.657 162652.657 162652.657 162652.657 162652.657 162652.657 162652.657 162652.657 162652.657 162652.657 162652.657 159925.702 159925.702 159925.702 159925.702 159925.702 159925.702 159925.702 159925.702 159925.702 159925.702 159925.702 159925.702 159925.702 159925.702 159925.702 EASTING 1302984.090 1302984.090 1302984.090 1302984.090 1302984.090 1302984.090 1302984.090 1302984.090 1302984.090 1302984.090 1302984.090 1302984.090 1302984.090 1302984.090 1302984.090 1302949.600 1302949.600 1302949.600 1302949.600 1302949.600 1302949.600 1302949.600 1302949.600 1302949.600 1302949.600 1302949.600 1302949.600 1302949.600 1302949.600 1302881.111 1302881.111 1302881.111 1302881.111 1302881.111 1302881.111 1302881.111 1302881.111 1302881.111 1302881.111 1302881.111 1302881.111 1302881.111 1302881.111 1302881.111 ALIGNMENT TABLE - TAL-21-LINE DESCRIPTION L198 C73 L199 L200 L201 C74 L202 C75 L203 C76 L204 C77 L205 C78 L206 C79 L207 C80 L208 C81 L209 C82 STATION 10+00.00 15+70.74 21+36.41 22+85.95 25+43.68 27+40.02 31+52.32 35+21.07 37+63.71 37+92.78 41+41.11 44+01.13 47+38.31 52+75.17 54+26.40 57+82.07 59+80.36 67+12.23 69+99.26 81+69.87 85+17.63 91+35.34 LENGTH 570.74' 565.67' 149.54' 257.73' 196.34' 412.30' 368.75' 242.64' 29.07' 348.33' 260.02' 337.18' 536.86' 151.24' 355.67' 198.29' 731.87' 287.03' 1170.60' 347.76' 617.72' 185.67' BEARING N87°53'48"W S59°41'34"W S26°30'53"W S27°11'07"W S27°00'57"W S14°38'51"W S2°16'46"W S2°35'32"E S7°29'39"E S3°57'37"E S0°26'23"E S3°50'21"E S7°10'05"E S16°27'19"E S25°42'09"E S14°40'20"E S3°38'31"E S2°05'55"W S7°50'21"W S14°40'27"W S21°30'33"W S14°51'38"W RADIUS 500.00' 955.00' 1,427.34' 2,829.22' 2,865.00' 468.00' 515.00' 1,432.39' 1,457.58' 800.00' DELTA 64°49'15" 24°44'11" 9°44'24" 7°03'15" 6°44'35" 18°30'55" 22°03'38" 11°28'53" 13°40'12" 13°17'51" TANGENT 317.44' 209.41' 121.61' 174.39' 168.79' 76.28' 100.39' 144.00' 174.71' 93.25' NORTHING 171188.566 171209.513 170939.038 170805.229 170575.966 170401.053 170005.241 169636.779 169394.678 169365.859 169018.581 168758.573 168422.343 167889.677 167745.266 167424.787 167234.146 166503.758 166217.398 165057.733 164722.114 164147.417 EASTING 1300585.250 1300014.895 1299552.166 1299485.408 1299367.657 1299278.474 1299175.022 1299160.356 1299171.316 1299175.107 1299199.149 1299201.145 1299223.708 1299290.698 1299333.352 1299487.606 1299537.522 1299584.012 1299573.519 1299413.855 1299325.968 1299099.482 POB PC PT PI PC PT POE 93+21.01 163968.361 1299051.971 POE 49+00.00 165353.035 1302512.750 POB PI PI PI PI PC PT PC PT PC PT PC PT PC PT PC PT PC PT PC NOTE: REFER TO VOLUME 2, SHEET 2C1.00, KENT ALIGNMENT TABLE, FOR CONTINUATION. 168.78' 76.24' ALIGNMENT TABLE - 105TH-LINE DESCRIPTION L223 C84 L224 STATION 10+00.00 21+65.74 22+87.75 LENGTH 1165.74' 122.01' 744.75' BEARING S1°22'02"W S45°14'15"E N88°09'28"E RADIUS 75.00' DELTA 93°12'34" TANGENT 79.32' NORTHING 165247.907 164082.499 164005.748 EASTING 1302190.177 1302162.361 1302239.751 PC PT POB POE 30+32.48 164029.688 1302984.090 PC PT PC PT PC PT PC PT POB PC ALIGNMENT TABLE - 186TH-LINE DESCRIPTION L226 STATION 10+00.00 LENGTH 200.00' BEARING N89°38'50"E RADIUS DELTA TANGENT NORTHING 162195.289 EASTING 1302738.147POB POE 12+00.00 162196.520 1302938.144 123456-12341 PROJECT PARCEL NO. PARCEL NO. RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) CITY LIMIT / BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT ACCESS EASEMENT (EXISTING) PI EXTENSION LINE PERMANENT EASEMENT FEE ROW AND ALIGNMENT LEGEND C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 . 0 1 . d w g | L a y o u t : 1 C 1 . 0 B PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 8 : 2 4 : 3 7 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - L E G E N D . d w g ; X - R O W _ R E N T O N . d w g ; X - R O W _ P R O P . d w g ; X - P A R C E L - I N F O . d w g ; X - R D W Y _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; 1 8 2 2 9 - S V - C T R L _ K C . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.SEE VOLUME 2 FOR ADDITIONAL ALIGNMENT INFORMATION IN THE CITY OF KENT. 3.SEE VOLUME 3 FOR ADDITIONAL ALIGNMENT INFORMATION IN THE CITY OF AUBURN. RENTON SEGMENT ROW & SURVEY CONTROL ALIGNMENT TABLES AND LEGEND 1C1.0B 10 A. VILLAR C. WILCOX G. STEPHAN GENERAL NOTES: 168.78' 76.24' R-421410 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 10 + 0 0 11 + 0 0 10+00 11+00 12+00 13+00 14+00 LOG 10+00.00= N: 178585.672 E: 1300232.165 2ND 10+00.00 S8 9 ° 5 6 ' 1 2 " W 13 0 . 0 3 ' S01°30'38"W 561.28' 31.3'28.7' 30 ' 30 ' 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.RIGHT-OF-WAY AND PROPERTY LINES WITHIN THE PROJECT FOOTPRINT HAVE BEEN RESOLVED BASED ON TITLE REPORTS AND PUBLICLY AVAILABLE DOCUMENTS. BOUNDARY LINES OUTSIDE OF THE PROJECT FOOTPRINT ARE BASED ON PUBLICLY AVAILABLE GIS DATA AND SHOULD NOT BE RELIED UPON FOR DESIGN DECISIONS. 3.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT GENERAL NOTES C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 . 0 1 . d w g | L a y o u t : 1 C 1 . 0 1 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 8 : 2 4 : 5 6 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - L E G E N D . d w g ; X - R O W _ R E N T O N . d w g ; X - R O W _ P R O P . d w g ; X - P A R C E L - I N F O . d w g ; X - R D W Y _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; 1 8 2 2 9 - S V - C T R L _ K C . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' S 2 N D S T LOGAN AVE S RE N T O N T R A N S I T C E N T E R (LOG-LINE) (2 N D - L I N E ) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN 2ND 11+00 TO LOG 14+50 1C1.01 11 A. VILLAR C. WILCOX G. STEPHAN R-421411 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 60 ' 114 30 ' 30'30' 11+0012+0013+0014+0015+0016+00 PI STA: 11+30.03 N: 178585.528 E: 1300102.133 10+00 11 + 0 0 12 + 0 0 N89°11'04"W 261.92'N89°11'04"W 315.94' S0 1 ° 1 9 ' 2 2 " W 55 5 . 6 5 ' 2ND 13+91.96= N: 178589.256 E: 1299840.237 MOR 10+00.00 N89°56'12"E 130.03' 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.RIGHT-OF-WAY AND PROPERTY LINES WITHIN THE PROJECT FOOTPRINT HAVE BEEN RESOLVED BASED ON TITLE REPORTS AND PUBLICLY AVAILABLE DOCUMENTS. BOUNDARY LINES OUTSIDE OF THE PROJECT FOOTPRINT ARE BASED ON PUBLICLY AVAILABLE GIS DATA AND SHOULD NOT BE RELIED UPON FOR DESIGN DECISIONS. 3.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT GENERAL NOTES C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 . 0 1 . d w g | L a y o u t : 1 C 1 . 0 2 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 8 : 2 5 : 4 7 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - L E G E N D . d w g ; X - R O W _ R E N T O N . d w g ; X - R O W _ P R O P . d w g ; X - P A R C E L - I N F O . d w g ; X - R D W Y _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; 1 8 2 2 9 - S V - C T R L _ K C . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' S 2ND ST (2ND-LINE) MO R R I S A V E S (M O R - L I N E ) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN 2ND 11+00 TO 2ND 16+00 1C1.02 12 A. VILLAR C. WILCOX G. STEPHAN R-421412 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 115 60 ' 30 ' L=166.32 Δ=009° 31' 47" R=1000.00 16+0017+0018+0019+0020+00 21+00 PI STA: 17+07.89 N: 178593.754 E: 1299524.331 PC STA: 19+40.49 N: 178597.064 E: 1299291.758 PI STA: 20+23.84 N: 178598.251 E: 1299208.412 N89°11'04"W 315.94' N89°11'04"W 232.60' 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.RIGHT-OF-WAY AND PROPERTY LINES WITHIN THE PROJECT FOOTPRINT HAVE BEEN RESOLVED BASED ON TITLE REPORTS AND PUBLICLY AVAILABLE DOCUMENTS. BOUNDARY LINES OUTSIDE OF THE PROJECT FOOTPRINT ARE BASED ON PUBLICLY AVAILABLE GIS DATA AND SHOULD NOT BE RELIED UPON FOR DESIGN DECISIONS. 3.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT GENERAL NOTES C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 . 0 1 . d w g | L a y o u t : 1 C 1 . 0 3 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 8 : 2 6 : 3 8 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - L E G E N D . d w g ; X - R O W _ R E N T O N . d w g ; X - R O W _ P R O P . d w g ; X - P A R C E L - I N F O . d w g ; X - R D W Y _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; 1 8 2 2 9 - S V - C T R L _ K C . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' S 2ND ST (2ND-LINE) WH I T W O R T H A V E S SH A T T U C K AV E S RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN 2ND 16+00 TO 2ND 21+00 1C1.03 13 A. VILLAR C. WILCOX G. STEPHAN R-421413 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 21+00 22+00 23+0024+0025+0026+00 PI STA: 25+82.37 N: 178649.932 E: 1298653.172 PC STA: 21+83.06 N: 178626.912 E: 1299051.408 PT STA: 23+34.62 N: 178642.748 E: 1298900.826 PT STA: 21+06.81 N: 178613.220 E: 1299126.414 N79°39'17"W 76.25' L=151.56 Δ=008° 41' 01" R=1000.00 N88°20'18"W 247.76' PI STA: 22+58.98 N: 178640.546 E: 1298976.718 29 . 6 ' 48 . 4 ' 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.RIGHT-OF-WAY AND PROPERTY LINES WITHIN THE PROJECT FOOTPRINT HAVE BEEN RESOLVED BASED ON TITLE REPORTS AND PUBLICLY AVAILABLE DOCUMENTS. BOUNDARY LINES OUTSIDE OF THE PROJECT FOOTPRINT ARE BASED ON PUBLICLY AVAILABLE GIS DATA AND SHOULD NOT BE RELIED UPON FOR DESIGN DECISIONS. 3.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT GENERAL NOTES C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 . 0 1 . d w g | L a y o u t : 1 C 1 . 0 4 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 8 : 2 7 : 2 5 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - L E G E N D . d w g ; X - R O W _ R E N T O N . d w g ; X - R O W _ P R O P . d w g ; X - P A R C E L - I N F O . d w g ; X - R D W Y _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; 1 8 2 2 9 - S V - C T R L _ K C . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' S 2ND ST (2ND-LINE) LA K E A V E S RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN 2ND 21+00 TO 2ND 26+00 1C1.04 14 A. VILLAR C. WILCOX G. STEPHAN R-421414 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 116 10+00 11 + 0 0 29+95 26+0027+0028+0029+00 2ND 29+94.88= N: 178653.256 E: 1298240.677 RAI 10+00.00 N89°32'18"W 412.51' S0 3 ° 5 7 ' 3 8 " W 29 2 . 7 3 ' 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.RIGHT-OF-WAY AND PROPERTY LINES WITHIN THE PROJECT FOOTPRINT HAVE BEEN RESOLVED BASED ON TITLE REPORTS AND PUBLICLY AVAILABLE DOCUMENTS. BOUNDARY LINES OUTSIDE OF THE PROJECT FOOTPRINT ARE BASED ON PUBLICLY AVAILABLE GIS DATA AND SHOULD NOT BE RELIED UPON FOR DESIGN DECISIONS. 3.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT GENERAL NOTES C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 . 0 1 . d w g | L a y o u t : 1 C 1 . 0 5 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 8 : 2 8 : 1 1 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - L E G E N D . d w g ; X - R O W _ R E N T O N . d w g ; X - R O W _ P R O P . d w g ; X - P A R C E L - I N F O . d w g ; X - R D W Y _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; 1 8 2 2 9 - S V - C T R L _ K C . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' RA I N I E R A V E S S 2ND ST (2ND-LINE) (R A I - L I N E ) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN 2ND 26+00 TO RAI 11+00 1C1.05 15 A. VILLAR C. WILCOX G. STEPHAN R-421415 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 30'30' 15+61 13 + 0 0 14 + 0 0 15 + 0 0 10+0011+0012+0013+0014+00 3RD 10+00.00= N: 178024.582 E: 1300217.368 LOG 15+61.28 13 + 0 0 14 + 0 0 15 + 0 0 15+56 MOR 15+55.65= N: 178033.750 E: 1299827.410 3RD 13+90.07 S0 1 ° 3 0 ' 3 8 " W 56 1 . 2 8 ' N88°39'12"W 1022.13' S0 1 ° 1 9 ' 2 2 " W 55 5 . 6 5 ' 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.RIGHT-OF-WAY AND PROPERTY LINES WITHIN THE PROJECT FOOTPRINT HAVE BEEN RESOLVED BASED ON TITLE REPORTS AND PUBLICLY AVAILABLE DOCUMENTS. BOUNDARY LINES OUTSIDE OF THE PROJECT FOOTPRINT ARE BASED ON PUBLICLY AVAILABLE GIS DATA AND SHOULD NOT BE RELIED UPON FOR DESIGN DECISIONS. 3.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT GENERAL NOTES C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 . 0 1 . d w g | L a y o u t : 1 C 1 . 0 6 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 8 : 2 8 : 5 6 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - L E G E N D . d w g ; X - R O W _ R E N T O N . d w g ; X - R O W _ P R O P . d w g ; X - P A R C E L - I N F O . d w g ; X - R D W Y _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; 1 8 2 2 9 - S V - C T R L _ K C . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' LO G A N A V E S S 3RD ST MO R R I S A V E S (3RD-LINE) (L O G - L I N E ) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN LOG 14+50 TO 3RD 14+50 1C1.06 16 A. VILLAR C. WILCOX G. STEPHAN (M O R - L I N E ) R-421416 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 15+0016+0017+0018+0019+00 N88°39'12"W 1022.13' 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.RIGHT-OF-WAY AND PROPERTY LINES WITHIN THE PROJECT FOOTPRINT HAVE BEEN RESOLVED BASED ON TITLE REPORTS AND PUBLICLY AVAILABLE DOCUMENTS. BOUNDARY LINES OUTSIDE OF THE PROJECT FOOTPRINT ARE BASED ON PUBLICLY AVAILABLE GIS DATA AND SHOULD NOT BE RELIED UPON FOR DESIGN DECISIONS. 3.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT GENERAL NOTES C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 . 0 1 . d w g | L a y o u t : 1 C 1 . 0 7 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 8 : 2 9 : 4 4 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - L E G E N D . d w g ; X - R O W _ R E N T O N . d w g ; X - R O W _ P R O P . d w g ; X - P A R C E L - I N F O . d w g ; X - R D W Y _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; 1 8 2 2 9 - S V - C T R L _ K C . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' S 3RD ST WH I T W O R T H A V E S (3RD-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN 3RD 14+50 TO 3RD 19+50 1C1.07 17 A. VILLAR C. WILCOX G. STEPHAN R-421417 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 20+0021+0022+0023+0024+00 PI STA: 20+22.13 N: 178048.605 E: 1299195.521 N88°39'12"W 1022.13' N88°38'30"W 943.90' 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.RIGHT-OF-WAY AND PROPERTY LINES WITHIN THE PROJECT FOOTPRINT HAVE BEEN RESOLVED BASED ON TITLE REPORTS AND PUBLICLY AVAILABLE DOCUMENTS. BOUNDARY LINES OUTSIDE OF THE PROJECT FOOTPRINT ARE BASED ON PUBLICLY AVAILABLE GIS DATA AND SHOULD NOT BE RELIED UPON FOR DESIGN DECISIONS. 3.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT GENERAL NOTES SH A T T U C K A V E S C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 . 0 1 . d w g | L a y o u t : 1 C 1 . 0 8 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 8 : 3 0 : 2 9 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - L E G E N D . d w g ; X - R O W _ R E N T O N . d w g ; X - R O W _ P R O P . d w g ; X - P A R C E L - I N F O . d w g ; X - R D W Y _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; 1 8 2 2 9 - S V - C T R L _ K C . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' S 3RD ST (3RD-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN 3RD 19+50 TO 3RD 24+50 1C1.08 18 A. VILLAR C. WILCOX G. STEPHAN R-421418 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 25+0026+0027+0028+00 N88°38'30"W 943.90' 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.RIGHT-OF-WAY AND PROPERTY LINES WITHIN THE PROJECT FOOTPRINT HAVE BEEN RESOLVED BASED ON TITLE REPORTS AND PUBLICLY AVAILABLE DOCUMENTS. BOUNDARY LINES OUTSIDE OF THE PROJECT FOOTPRINT ARE BASED ON PUBLICLY AVAILABLE GIS DATA AND SHOULD NOT BE RELIED UPON FOR DESIGN DECISIONS. 3.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT GENERAL NOTES C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 . 0 1 . d w g | L a y o u t : 1 C 1 . 0 9 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 8 : 3 1 : 1 5 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - L E G E N D . d w g ; X - R O W _ R E N T O N . d w g ; X - R O W _ P R O P . d w g ; X - P A R C E L - I N F O . d w g ; X - R D W Y _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; 1 8 2 2 9 - S V - C T R L _ K C . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' S 3RD ST (3RD-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN 3RD 24+50 TO 3RD 28+50 1C1.09 19 A. VILLAR C. WILCOX G. STEPHAN R-421419 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.RIGHT-OF-WAY AND PROPERTY LINES WITHIN THE PROJECT FOOTPRINT HAVE BEEN RESOLVED BASED ON TITLE REPORTS AND PUBLICLY AVAILABLE DOCUMENTS. BOUNDARY LINES OUTSIDE OF THE PROJECT FOOTPRINT ARE BASED ON PUBLICLY AVAILABLE GIS DATA AND SHOULD NOT BE RELIED UPON FOR DESIGN DECISIONS. 3.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT GENERAL NOTES 11+00 12+00 13+00 14+00 15+00 PI STA: 14+40.96 N: 178213.328 E: 1298210.538 PC STA: 12+92.73 N: 178361.229 E: 1298220.458S03°57'38"W 292.73' L=293.44 Δ=020° 02' 08" R=839.15 117 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 . 1 0 . d w g | L a y o u t : 1 C 1 . 1 0 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 8 : 3 2 : 4 7 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; 1 8 2 2 9 - S V - C T R L _ K C . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' RAINIER AVE S (RAI-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN RAI 11+00 TO RAI 15+00 1C1.10 20 A. VILLAR C. WILCOX G. STEPHAN R-421420 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.RIGHT-OF-WAY AND PROPERTY LINES WITHIN THE PROJECT FOOTPRINT HAVE BEEN RESOLVED BASED ON TITLE REPORTS AND PUBLICLY AVAILABLE DOCUMENTS. BOUNDARY LINES OUTSIDE OF THE PROJECT FOOTPRINT ARE BASED ON PUBLICLY AVAILABLE GIS DATA AND SHOULD NOT BE RELIED UPON FOR DESIGN DECISIONS. 3.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT GENERAL NOTES 15+00 16+00 17+00 18+00 19+00 20+00 29 + 0 0 29 + 6 6 RAI PT 15+86.17= N: 178070.980 E: 1298251.889 3RD 29+66.03 118 S19°56'35"E 1558.70' N8 8 ° 3 8 ' 3 0 " W 94 3 . 9 0 ' C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 . 1 0 . d w g | L a y o u t : 1 C 1 . 1 1 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 8 : 3 3 : 2 3 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; 1 8 2 2 9 - S V - C T R L _ K C . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' RAINIER AVE S S 3 R D S T (RAI-LINE) (3 R D - L I N E ) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN RAI 15+00 TO RAI 20+00 1C1.11 21 A. VILLAR C. WILCOX G. STEPHAN SW S U N S E T B L V D R-421421 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.RIGHT-OF-WAY AND PROPERTY LINES WITHIN THE PROJECT FOOTPRINT HAVE BEEN RESOLVED BASED ON TITLE REPORTS AND PUBLICLY AVAILABLE DOCUMENTS. BOUNDARY LINES OUTSIDE OF THE PROJECT FOOTPRINT ARE BASED ON PUBLICLY AVAILABLE GIS DATA AND SHOULD NOT BE RELIED UPON FOR DESIGN DECISIONS. 3.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT GENERAL NOTES 20+00 21+00 22+00 23+00 24+00 25+00S19°56'35"E 1558.70' 119 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 . 1 0 . d w g | L a y o u t : 1 C 1 . 1 2 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 8 : 3 4 : 0 4 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; 1 8 2 2 9 - S V - C T R L _ K C . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' RAINIER AVE S S 3 R D P L (RAI-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN RAI 20+00 TO RAI 25+00 1C1.12 22 A. VILLAR C. WILCOX G. STEPHAN R-421422 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.RIGHT-OF-WAY AND PROPERTY LINES WITHIN THE PROJECT FOOTPRINT HAVE BEEN RESOLVED BASED ON TITLE REPORTS AND PUBLICLY AVAILABLE DOCUMENTS. BOUNDARY LINES OUTSIDE OF THE PROJECT FOOTPRINT ARE BASED ON PUBLICLY AVAILABLE GIS DATA AND SHOULD NOT BE RELIED UPON FOR DESIGN DECISIONS. 3.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT GENERAL NOTES 25+00 26+00 27+00 28+00 29+00 30+00 120 S19°56'35"E 1558.70' C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 . 1 0 . d w g | L a y o u t : 1 C 1 . 1 3 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 8 : 3 4 : 4 5 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; 1 8 2 2 9 - S V - C T R L _ K C . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' RAINIER AVE S S 4 T H P L (RAI-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN RAI 25+00 TO RAI 30+00 1C1.13 23 A. VILLAR C. WILCOX G. STEPHAN R-421423 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.RIGHT-OF-WAY AND PROPERTY LINES WITHIN THE PROJECT FOOTPRINT HAVE BEEN RESOLVED BASED ON TITLE REPORTS AND PUBLICLY AVAILABLE DOCUMENTS. BOUNDARY LINES OUTSIDE OF THE PROJECT FOOTPRINT ARE BASED ON PUBLICLY AVAILABLE GIS DATA AND SHOULD NOT BE RELIED UPON FOR DESIGN DECISIONS. 3.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT GENERAL NOTES 30+00 31+00 32+00 33+00 34+0 0 PI STA: 34+28.91 N: 176338.759 E: 1298880.495 PC STA: 31+44.86 N: 176605.753 E: 1298783.539 L=512.48 Δ=061° 30' 11" R=477.42 121 S19°56'35"E 1558.70' C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 . 1 0 . d w g | L a y o u t : 1 C 1 . 1 4 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 8 : 3 5 : 3 2 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; 1 8 2 2 9 - S V - C T R L _ K C . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' RAINIER AVE S (RAI-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN RAI 30+00 TO RAI 34+50 1C1.14 24 A. VILLAR C. WILCOX G. STEPHAN R-421424 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.RIGHT-OF-WAY AND PROPERTY LINES WITHIN THE PROJECT FOOTPRINT HAVE BEEN RESOLVED BASED ON TITLE REPORTS AND PUBLICLY AVAILABLE DOCUMENTS. BOUNDARY LINES OUTSIDE OF THE PROJECT FOOTPRINT ARE BASED ON PUBLICLY AVAILABLE GIS DATA AND SHOULD NOT BE RELIED UPON FOR DESIGN DECISIONS. 3.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT GENERAL NOTES 35+00 36+00 37+00 38+00 PT STA: 36+57.34 N: 176126.163 E: 1298692.108 L=512.48 Δ=061° 30' 11" R=477.42 122 S41°34'17"W 317.68' C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 . 1 0 . d w g | L a y o u t : 1 C 1 . 1 5 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 8 : 3 6 : 1 4 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; 1 8 2 2 9 - S V - C T R L _ K C . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' RAINIER AVE S (RAI-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN RAI 34+50 TO RAI 38+50 1C1.15 25 A. VILLAR C. WILCOX G. STEPHAN R-421425 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.RIGHT-OF-WAY AND PROPERTY LINES WITHIN THE PROJECT FOOTPRINT HAVE BEEN RESOLVED BASED ON TITLE REPORTS AND PUBLICLY AVAILABLE DOCUMENTS. BOUNDARY LINES OUTSIDE OF THE PROJECT FOOTPRINT ARE BASED ON PUBLICLY AVAILABLE GIS DATA AND SHOULD NOT BE RELIED UPON FOR DESIGN DECISIONS. 3.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT GENERAL NOTES 39+75 38+ 0 0 39+ 0 0 10+00 11+00 12+00 13+00 7TH 10+00.00= N: 175888.496 E: 1298481.311 RAI 39+75.02 S89°42'32"E 664.62' S41 ° 3 4 ' 1 7 " W 317 . 6 8 ' C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 . 1 0 . d w g | L a y o u t : 1 C 1 . 1 6 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 8 : 3 6 : 5 6 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; 1 8 2 2 9 - S V - C T R L _ K C . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' S 7TH ST RAI N I E R A V E S (7TH-LINE) (RA I - L I N E ) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN RAI 38+50 TO 7TH 13+50 1C1.16 26 A. VILLAR C. WILCOX G. STEPHAN R-421426 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.RIGHT-OF-WAY AND PROPERTY LINES WITHIN THE PROJECT FOOTPRINT HAVE BEEN RESOLVED BASED ON TITLE REPORTS AND PUBLICLY AVAILABLE DOCUMENTS. BOUNDARY LINES OUTSIDE OF THE PROJECT FOOTPRINT ARE BASED ON PUBLICLY AVAILABLE GIS DATA AND SHOULD NOT BE RELIED UPON FOR DESIGN DECISIONS. 3.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT GENERAL NOTES 10+00 1 1 + 0 0 16+6514+00 15+00 16+00 PC STA: 10+74.78 N: 175810.353 E: 1299144.517 7TH 16+64.62= N: 175885.120 E: 1299145.924 SHA 10+00.00 S0 1 ° 0 4 ' 4 3 " W 74 . 7 8 ' S89°42'32"E 664.62' C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 . 1 0 . d w g | L a y o u t : 1 C 1 . 1 7 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 8 : 3 7 : 3 8 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; 1 8 2 2 9 - S V - C T R L _ K C . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' S 7TH ST S H A T T U C K A V E S (7TH-LINE) ( S H A - L I N E ) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN 7TH 13+50 TO SHA 11+00 1C1.17 27 A. VILLAR C. WILCOX G. STEPHAN R-421427 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.RIGHT-OF-WAY AND PROPERTY LINES WITHIN THE PROJECT FOOTPRINT HAVE BEEN RESOLVED BASED ON TITLE REPORTS AND PUBLICLY AVAILABLE DOCUMENTS. BOUNDARY LINES OUTSIDE OF THE PROJECT FOOTPRINT ARE BASED ON PUBLICLY AVAILABLE GIS DATA AND SHOULD NOT BE RELIED UPON FOR DESIGN DECISIONS. 3.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT GENERAL NOTES 15+04 11+00 12+00 13+00 14+00 15+00 10 + 0 0 11 + 0 0 PI STA: 11+39.37 N: 175746.245 E: 1299152.402 PI STA: 13+79.28 N: 175555.036 E: 1299303.375 PC STA: 12+67.49 N: 175645.069 E: 1299237.107 PT STA: 12+00.09 N: 175697.701 E: 1299195.010 PT STA: 14+82.55 N: 175443.330 E: 1299299.021 SHA 15+04.04= N: 175421.842 E: 1299299.135 LAK 10+00.00 S38°3 9 ' 1 4 " E 67.40' S00°18'19"E 21.49' L =12 5 .3 1Δ=0 3 4 °15 '4 5 " R =2 0 9 .5 5 L=215.07 Δ =03 8°3 5'13" R =319.3 4 S8 9 ° 5 7 ' 3 9 " W 33 2 . 7 3 ' C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 . 1 0 . d w g | L a y o u t : 1 C 1 . 1 8 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 8 : 3 8 : 1 7 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; 1 8 2 2 9 - S V - C T R L _ K C . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' SHATT U C K A V E S LA K E A V E S (SHA- L I N E ) (L A K - L I N E ) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN SHA 11+00 TO LAK 11+00 1C1.18 28 A. VILLAR C. WILCOX G. STEPHAN R-421428 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.RIGHT-OF-WAY AND PROPERTY LINES WITHIN THE PROJECT FOOTPRINT HAVE BEEN RESOLVED BASED ON TITLE REPORTS AND PUBLICLY AVAILABLE DOCUMENTS. BOUNDARY LINES OUTSIDE OF THE PROJECT FOOTPRINT ARE BASED ON PUBLICLY AVAILABLE GIS DATA AND SHOULD NOT BE RELIED UPON FOR DESIGN DECISIONS. 3.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT GENERAL NOTES 1 1 + 0 0 1 2 + 0 0 1 3 + 0 0 14+00 15+ 0 0 16+ 0 0 17+00 PI STA: 13+79.31 N: 175421.584 E: 1298919.821 PI STA: 16+25.85 N: 175157.014 E: 1298918.268 PC STA: 13+32.73 N: 175421.615 E: 1298966.401 PC STA: 16+06.10 N: 175176.763 E: 1298918.282 PC STA: 17+11.31 N: 175087.546 E: 1298867.352 PT STA: 14+07.73 N: 175375.118 E: 1298916.557 PT STA: 16+44.74 N: 175139.777 E: 1298908.630 S 8 9 ° 5 7 ' 3 9 " W 3 3 2 . 7 3 ' S00 ° 2 9 ' 5 3 " E 198 . 3 6 ' S38°19'08"W 66.57' L=75.00 Δ=085°56'37" R=50.00 L=38.64 Δ=029° 10' 13" R=75.90 N 7 7 ° 2 8 ' 4 1 " E 1 2 6 S 8 9 ° 5 7 ' 3 9 " W 3 3 2 . 7 3 ' C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 . 1 0 . d w g | L a y o u t : 1 C 1 . 1 9 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 8 : 3 8 : 5 7 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; 1 8 2 2 9 - S V - C T R L _ K C . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' L A K E A V E S LAK E A V E S ( L A K - L I N E ) (LA K - L I N E ) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN LAK 11+00 TO LAK 16+50 1C1.19 29 A. VILLAR C. WILCOX G. STEPHAN R-421429 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.RIGHT-OF-WAY AND PROPERTY LINES WITHIN THE PROJECT FOOTPRINT HAVE BEEN RESOLVED BASED ON TITLE REPORTS AND PUBLICLY AVAILABLE DOCUMENTS. BOUNDARY LINES OUTSIDE OF THE PROJECT FOOTPRINT ARE BASED ON PUBLICLY AVAILABLE GIS DATA AND SHOULD NOT BE RELIED UPON FOR DESIGN DECISIONS. 3.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT GENERAL NOTES 50 ' 50 ' 126 L=1357.10 Δ=020° 21' 18" R=3820.00 18+29 17+ 0 0 18 + 0 0 10+00 11+00 12+00 13+00 14+00 PI STA: 17+51.76 N: 175058.581 E: 1298839.110 PC STA: 17+11.31 N: 175087.546 E: 1298867.352 PT STA: 16+44.74 N: 175139.777 E: 1298908.630 PT STA: 17+89.25 N: 175018.381 E: 1298834.588 GRA 10+00.00= N: 174978.784 E: 1298834.626 LAK 18+28.85 S38 ° 1 9 ' 0 8 " W 66.5 7 ' S00°03'18"E 39.60' L=77.94 Δ=037° 51' 29" R=117.96 N77°28'41"E 170.32' L=1357.10 Δ=020° 21' 18" R=3820.00 L=1357.10 Δ=020° 21' 18" R=3820.00 L=1357.10 Δ=020° 21' 18" R=3820.00 L=1357.10 Δ=020° 21' 18" R=3820.00 L=1357.10 Δ=020° 21' 18" R=3820.00 PC STA: 11+70.32 N: 175015.713 E: 1299000.898 GRA 14+41.96, 50.00' RT GRA 14+42.00, 56.67' RT C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 . 2 0 . d w g | L a y o u t : 1 C 1 . 2 0 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 8 : 4 0 : 3 3 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; 1 8 2 2 9 - S V - C T R L _ K C . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' S GRADY WAY LAK E A V E S (LA K - L I N E ) (GRA-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN LAK 16+50 TO GRA 14+00 1C1.20 30 A. VILLAR C. WILCOX G. STEPHAN NOTES: 1.FOR PARCEL NUMBER SEE SHEET 1C1.21.192305-904319 KING COUNTY-TRANSIT 301 S 7TH ST 192305-903216 RVA CENTER LLC 401 & 601 S GRADY WAY 192305-904319 R-421430 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.RIGHT-OF-WAY AND PROPERTY LINES WITHIN THE PROJECT FOOTPRINT HAVE BEEN RESOLVED BASED ON TITLE REPORTS AND PUBLICLY AVAILABLE DOCUMENTS. BOUNDARY LINES OUTSIDE OF THE PROJECT FOOTPRINT ARE BASED ON PUBLICLY AVAILABLE GIS DATA AND SHOULD NOT BE RELIED UPON FOR DESIGN DECISIONS. 3.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT GENERAL NOTES 50 ' 50 ' 13 . 5 ' 127 14+00 15+00 16+00 17+00 18+00 19+00 PI STA: 18+56.10 N: 175164.400 E: 1299670.364 GRA 15+68.19, 85.69' LT GRA 15+83.84, 87.24' LT GRA 16+09.41, 61.50' LT GRA 15+91.27, 53.86' LT GRA 17+81.97, 61.50' LT GRA 17+81.95, 69.50' LT GRA 18+34.67, 69.50' LT GRA 18+34.65, 62.00' LT GRA 14+41.96, 50.00' RT GRA 14+69.21, 50.00' RT GRA 15+86.56, 50.00' RT GRA 16+21.21, 50.00' RT GRA 15+68.28, 87.69' LT GRA 14+69.32, 56.77' RT L=1357.10 Δ=020° 21' 18" R=3820.00 GRA 16+21.25, 56.96' RT 10 . 5 ' 11 ' 18 . 5 ' 11 ' GRA 15+40.94, 63.49' RT GRA 15+40.86, 92.49' RT GRA 15+74.05, 92.73' RT GRA 15+74.38, 63.73' RT GRA 15+86.36, 63.89' RT GRA 15+86.46, 57.31' RT GRA 14+69.43, 63.98' RT GRA 14+80.83, 63.81' RT GRA 14+81.31, 101.81' RT GRA 15+12.48, 101.52' RT GRA 15+12.30, 63.52' RT GRA 14+42.00, 56.67' RT GRA 16+47.79, 53.96' LT GRA 16+47.79, 51.00' LT R25' 11 ' C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 . 2 0 . d w g | L a y o u t : 1 C 1 . 2 1 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 8 : 4 1 : 0 8 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; 1 8 2 2 9 - S V - C T R L _ K C . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' S GRADY WAY SH A T T U C K A V E S (GRA-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN GRA 14+00 TO GRA 19+00 1C1.21 31 A. VILLAR C. WILCOX G. STEPHAN RVA CENTER LLC 601 S GRADY WAY 192305-904319 700 S GRADY LLC 700 S GRADY WAY 192305-909617 RIGHT-OF-WAY TABLE PROJECT PARCEL NO. PROPERTY OWNER DWG NO.PARCEL NO.PARCEL ADDRESS OWNERSHIP TOTAL (SF) FEE (SF) PERMANENT EASEMENT (SF) COMPENSABLE TEMPORARY CONSTRUCTION EASEMENT (SF) MUTUAL BENEFIT TEMPORARY CONSTRUCTION EASEMENT (SF) TOTAL TEMPORARY CONSTRUCTION EASEMENT (SF) REMAINDER (SF) 17 700 S GRADY LLC 1C1.21 1923059096 700 S GRADY WAY 92,347 6,294 0 8,163 0 8,163 86,053 19 RVA CENTER LLC 1C1.21 1923059043 601 S GRADY WAY 426,966 1,621 0 2,638 0 2,638 425,345 R-421431 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.RIGHT-OF-WAY AND PROPERTY LINES WITHIN THE PROJECT FOOTPRINT HAVE BEEN RESOLVED BASED ON TITLE REPORTS AND PUBLICLY AVAILABLE DOCUMENTS. BOUNDARY LINES OUTSIDE OF THE PROJECT FOOTPRINT ARE BASED ON PUBLICLY AVAILABLE GIS DATA AND SHOULD NOT BE RELIED UPON FOR DESIGN DECISIONS. 3.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT GENERAL NOTES 50 ' 40 ' 19+00 20+00 21+00 22+00 23+00 24+00 S G R A D Y GRA 18+34.65, 62.00' LT GRA 20+23.17, 69.50' LT GRA 20+23.11, 62.32' LT 18 . 5 ' GRA 21+98.77, 59.50' LT GRA 22+16.34, 65.00' LT GRA 22+83.89, 64.99' LT GRA 22+83.89, 60.48' LT GRA 22+47.92, 50.00' RT GRA 22+47.94, 76.00' RT GRA 22+59.00, 50.00' RT GRA 22+96.00, 63.08' RT GRA 23+67.06, 74.95' RT L=1357.10 Δ=020° 21' 18" R=3820.00 GRA 24+05.70, 58.91' LT R=86.42' 11 ' 11 . 8 ' 10 . 6 ' 14 . 5 ' 6. 1 ' R=86.42' GRA 19+28.73, 62.00' LT GRA 19+28.72, 69.50' LT GRA 21+62.10, 61.96' LT GRA 21+62.10, 59.50' LT GRA 22+17.05, 54.59' LT GRA 22+10.97, 51.00' LT 11 . 8 ' 13 . 1 ' GRA 23+69.09, 63.08' RT GRA 23+78.94, 69.09' RT R=86.42'R=86.42' R=38.25' 11 ' R=87.45' R=86.42'R=86.42' C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 . 2 0 . d w g | L a y o u t : 1 C 1 . 2 2 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 8 : 4 1 : 5 0 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; 1 8 2 2 9 - S V - C T R L _ K C . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' S GRADY WAY (GRA-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN GRA 19+00 TO GRA 24+00 1C1.22 32 A. VILLAR C. WILCOX G. STEPHAN SOYAM INVESTMENTS LLC 710 S GRADY WAY 192305-907018700 S GRADY LLC 700 S GRADY WAY 192305-909617 NOTES: 1.FOR PARCEL NUMBER SEE SHEET 1C1.21. 2.FOR PARCEL NUMBER SEE SHEET 1C1.23. 192305-909617 NEPTUNE III TT LLC 707 S GRADY WAY 192305-902320 192305-902320 RIGHT-OF-WAY TABLE PROJECT PARCEL NO. PROPERTY OWNER DWG NO.PARCEL NO.PARCEL ADDRESS OWNERSHIP TOTAL (SF) FEE (SF) PERMANENT EASEMENT (SF) COMPENSABLE TEMPORARY CONSTRUCTION EASEMENT (SF) MUTUAL BENEFIT TEMPORARY CONSTRUCTION EASEMENT (SF) TOTAL TEMPORARY CONSTRUCTION EASEMENT (SF) REMAINDER (SF) 18 SOYAM INVESTMENTS LLC 1C1.22 1923059070 710 S GRADY WAY 41,000 3,658 0 3,915 0 3,915 37,342 PSE GAS EASEMENT R-421432 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.RIGHT-OF-WAY AND PROPERTY LINES WITHIN THE PROJECT FOOTPRINT HAVE BEEN RESOLVED BASED ON TITLE REPORTS AND PUBLICLY AVAILABLE DOCUMENTS. BOUNDARY LINES OUTSIDE OF THE PROJECT FOOTPRINT ARE BASED ON PUBLICLY AVAILABLE GIS DATA AND SHOULD NOT BE RELIED UPON FOR DESIGN DECISIONS. 3.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT GENERAL NOTES PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL 40'50' 50 ' 12 8 24 + 0 0 25 + 0 0 26 + 0 0 10+0010+00 11+00 12+00 13+00 14+00 GRA 25+27.43= N: 175536.668 E: 1300246.306 TAL-B PCC 10+00.00 L=272.575 Δ=05° 05' 18" R=3820.00 PC STA: 12+30.53 N: 175343.181 E: 1300371.634 GRA 24+77.53, 77.94' LT GRA 24+70.41, 77.83' LT GRA 24+55.15, 57.00' LT TAL-B 11+70.88, 50.00' RT TAL-B 12+03.80, 71.01' RTTAL-B 11+31.27, 71.02' RT 14' TAL-B 11+70.85, 64.38' RT TAL-B 12+30.53, 60.00' RT TAL-B 12+03.80, 60.00' RT GRA 24+05.70, 58.91' LT GRA 25+69.40, 77.42' LT TAL-B 11+27.38, 66.90' RT TAL-B 11+21.26, 73.43' RT TAL-B 11+36.35, 63.53' RT R=86.42' GRA 24+23.16, 57.00' LT GRA 24+23.27, 53.91' LT GRA 25+69.26, 65.27' LT GRA 25+98.42, 48.99' LT GRA 25+98.42, 40.64' LT R=86.42' S32°55'57"E 230.53' R=27.73' R=86.42'R=86.42' R=27.73'R=27.73' R=31.5' 10 . 5 ' 5' GRA 24+43.58, 81.84' LT GRA 24+33.33, 70.91' LT R=38.25' GRA 26+01.46, 53.20' LT GRA 26+01.45, 40.67' LT TAL-B 13+70.65, 60.00' RT TAL-B 13+70.52, 70.08' RT TAL-B 13+94.68, 70.02' RT TAL-B 13+94.61, 60.00' RT R=86.42'R=86.42' R=640.00' GRA 26+06.89, 54.49' RT GRA 26+06.94, 59.49' RT R=12' GRA 25+80.13, 346.03' RT GRA 25+81.05, 363.34' RT GRA 26+03.47, 368.02' RT C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 . 2 0 . d w g | L a y o u t : 1 C 1 . 2 3 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 8 : 4 2 : 3 4 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; 1 8 2 2 9 - S V - C T R L _ K C . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' S G R A D Y W A Y TALBOT RD S (TAL-B-LINE) (G R A - L I N E ) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN GRA 24+00 TO TAL-B 14+00 1C1.23 33 A. VILLAR C. WILCOX G. STEPHAN NEPTUNE III TT LLC 707 S GRADY WAY 192305-902320 HOME DEPOT USA INC S GRADY WAY 172305-918322A SO Y A M I N V E S T M E N T S L L C 71 0 S G R A D Y W A Y 19 2 3 0 5 - 9 0 7 0 18 NOTES: 1.FOR PARCEL NUMBER SEE SHEET 1C1.22.192305-907018 RIGHT-OF-WAY TABLE PROJECT PARCEL NO. PROPERTY OWNER DWG NO.PARCEL NO.PARCEL ADDRESS OWNERSHIP TOTAL (SF) FEE (SF) PERMANENT EASEMENT (SF) COMPENSABLE TEMPORARY CONSTRUCTION EASEMENT (SF) MUTUAL BENEFIT TEMPORARY CONSTRUCTION EASEMENT (SF) TOTAL TEMPORARY CONSTRUCTION EASEMENT (SF) REMAINDER (SF) 20 NEPTUNE III TT LLC 1C1.23 1923059023 707 S GRADY WAY 325,750 6,092 0 9,765 0 9,765 319,658 22A HOME DEPOT USA INC 1C1.23 1723059183 S GRADY WAY 62,035 0 0 1,648 0 1,648 62,035 22B HOME DEPOT USA INC 1C1.23 2023059007 901 S 7TH ST 508,445 0 0 1,261 0 1,261 508,445 61 CAR WASH ENTERPRISES INC 1C1.23 9154600005 800 S GRADY WAY 55,920 275 0 395 0 395 55,645 91 5 4 6 0 - 0 0 0 5 61 CA R W A S H E N T E R P R I S E S I N C 80 0 S G R A D Y W A Y R-421433 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 HOME DEPOT USA INC 901 S 7TH ST 202305-900722B 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.RIGHT-OF-WAY AND PROPERTY LINES WITHIN THE PROJECT FOOTPRINT HAVE BEEN RESOLVED BASED ON TITLE REPORTS AND PUBLICLY AVAILABLE DOCUMENTS. BOUNDARY LINES OUTSIDE OF THE PROJECT FOOTPRINT ARE BASED ON PUBLICLY AVAILABLE GIS DATA AND SHOULD NOT BE RELIED UPON FOR DESIGN DECISIONS. 3.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT GENERAL NOTES SH A T T U C K R=28.75' N: 175637.035 E: 1300123.249 N: 175622.889 E: 1300101.413 N: 175577.454 E: 1300130.816 28 + 0 0 27 + 0 0 GRA PT 28+00.00= N: 175692.670 E: 1300469.754 GRA 27+68.66, 54.29' LT GRA 27+68.46, 40.29' LT GRA 27+53.30, 40.47' LT GRA 27+53.44, 54.48' LT RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN GRA 24+00 TO TAL-B 14+00 A. VILLAR C. WILCOX G. STEPHAN NOTES: 1.FOR PARCEL NUMBER SEE SHEET 1C1.22. 2.FOR PARCEL NUMBER SEE SHEET 1C1.23. 192305-907018 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 . 2 0 . d w g | L a y o u t : 1 C 1 . 2 3 A PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 8 : 4 3 : 1 8 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; 1 8 2 2 9 - S V - C T R L _ K C . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' TALBOT RD S S G R A D Y W A Y 91 5 4 6 0 - 0 0 0 5 61 CA R W A S H E N T E R P R I S E S I N C 80 0 S G R A D Y W A Y SOYAM INVESTMENTS LLC 710 S GRADY WAY 192305-907018 915460-000561 R-421434 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 34 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.RIGHT-OF-WAY AND PROPERTY LINES WITHIN THE PROJECT FOOTPRINT HAVE BEEN RESOLVED BASED ON TITLE REPORTS AND PUBLICLY AVAILABLE DOCUMENTS. BOUNDARY LINES OUTSIDE OF THE PROJECT FOOTPRINT ARE BASED ON PUBLICLY AVAILABLE GIS DATA AND SHOULD NOT BE RELIED UPON FOR DESIGN DECISIONS. 3.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT GENERAL NOTES PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL 129 14+00 15+00 16+00 17+00 18+00 PI STA: 14+54.80 N: 175155.188 E: 1300493.828 PT STA: 16+65.33 N: 174930.184 E: 1300483.362 TAL-B 15+17.70, 60.00' RT TAL-B 15+20.75, 74.65' RT TAL-B 15+87.79, 81.88' RT TAL-B 15+89.28, 64.59' RT TAL-B 16+07.23, 50.00' RT TAL-B 15+86.22, 63.94' RT TAL-B 16+07.49, 57.20' RT TAL-B 15+72.27, 62.79' RT TAL-B 15+72.27, 50.00' RT TAL-B 18+28.62, 62.52' RT TAL-B 16+24.95, 57.20' RT TAL-B 16+24.88, 61.20' RT L=434.80 Δ=035° 35' 20" R=700.00 60 . 5 ' 50 ' L=434.80 Δ=035° 35' 20" R=700.00 L=434.80 Δ=035° 35' 20" R=700.00 10 ' 8' TAL-B 13+70.65, 60.00' RT TAL-B 13+70.52, 70.08' RT TAL-B 13+94.68, 70.02' RT TAL-B 13+94.61, 60.00' RT TAL-B 14+24.63, 69.88' LT TAL-B 14+24.62, 94.88' LT TAL-B 14+33.80, 67.88' LT R=786' TAL-B 16+93.96, 67.44' LT TAL-B 16+93.95, 107.30' LT TAL-B 17+25.34, 107.30' LT TAL-B 17+25.34, 59.99' LT C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 . 2 0 . d w g | L a y o u t : 1 C 1 . 2 4 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 8 : 4 4 : 2 6 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; 1 8 2 2 9 - S V - C T R L _ K C . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' TALBOT RD S (TAL-B-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN TAL-B 14+00 TO TAL-B 18+50 1C1.24 35 A. VILLAR C. WILCOX G. STEPHAN PUGET SOUND ENERGY/ELEC TALBOT RD S 192305-909421 NEPTUNE III TT LLC 707 S GRADY WAY 192305-902320 NOTES: 1.FOR PARCEL NUMBER SEE SHEET 1C1.23.192305-902320 HOME DEPOT USA INC 901 SW GRADY WAY 915460-001022C RIGHT-OF-WAY TABLE PROJECT PARCEL NO. PROPERTY OWNER DWG NO.PARCEL NO.PARCEL ADDRESS OWNERSHIP TOTAL (SF) FEE (SF) PERMANENT EASEMENT (SF) COMPENSABLE TEMPORARY CONSTRUCTION EASEMENT (SF) MUTUAL BENEFIT TEMPORARY CONSTRUCTION EASEMENT (SF) TOTAL TEMPORARY CONSTRUCTION EASEMENT (SF) REMAINDER (SF) 21 PUGET SOUND ENERGY/ELEC 1C1.24 1923059094 TALBOT RD S 37,189 0 0 1,738 0 1,738 37,189 22C HOME DEPOT USA INC 1C1.24 9154600010 901 SW GRADY WAY 82,310 0 0 4,341 0 4,341 82,310 R-421435 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 HOME DEPOT USA INC 901 SW GRADY WAY 915460-001022C 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.RIGHT-OF-WAY AND PROPERTY LINES WITHIN THE PROJECT FOOTPRINT HAVE BEEN RESOLVED BASED ON TITLE REPORTS AND PUBLICLY AVAILABLE DOCUMENTS. BOUNDARY LINES OUTSIDE OF THE PROJECT FOOTPRINT ARE BASED ON PUBLICLY AVAILABLE GIS DATA AND SHOULD NOT BE RELIED UPON FOR DESIGN DECISIONS. 3.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT GENERAL NOTES 19+00 20+00 21+00 22+00 23+00 TAL-B 21+31.95, 71.14' RT 60 . 5 ' 50 ' 10 . 1 ' S02°39'23"W 1196.58' TAL-B 19+82.12, 70.44' RT TAL-B 19+82.12, 60.48' RT C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 . 2 0 . d w g | L a y o u t : 1 C 1 . 2 5 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 8 : 4 5 : 0 8 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; 1 8 2 2 9 - S V - C T R L _ K C . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' TALBOT RD S (TAL-B-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN TAL-B 18+50 TO TAL-B 23+50 1C1.25 36 A. VILLAR C. WILCOX G. STEPHAN 192305-900155 NEPTUNE II TT LLC 700 S RENTON VILLAGE PL S R E N T O N V I L L A G E P L I - 4 0 5 S B O F F - R A M P RIGHT-OF-WAY TABLE PROJECT PARCEL NO. PROPERTY OWNER DWG NO.PARCEL NO.PARCEL ADDRESS OWNERSHIP TOTAL (SF) FEE (SF) PERMANENT EASEMENT (SF) COMPENSABLE TEMPORARY CONSTRUCTION EASEMENT (SF) MUTUAL BENEFIT TEMPORARY CONSTRUCTION EASEMENT (SF) TOTAL TEMPORARY CONSTRUCTION EASEMENT (SF) REMAINDER (SF) 55 NEPTUNE II TT LLC 1C1.25 1923059001 700 S RENTON VILLAGE PL 272,021 0 0 1,441 0 1,441 272,021 R-421436 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.RIGHT-OF-WAY AND PROPERTY LINES WITHIN THE PROJECT FOOTPRINT HAVE BEEN RESOLVED BASED ON TITLE REPORTS AND PUBLICLY AVAILABLE DOCUMENTS. BOUNDARY LINES OUTSIDE OF THE PROJECT FOOTPRINT ARE BASED ON PUBLICLY AVAILABLE GIS DATA AND SHOULD NOT BE RELIED UPON FOR DESIGN DECISIONS. 3.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT GENERAL NOTES 130 24+00 25+00 26+00 27+00 28+00 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 . 2 0 . d w g | L a y o u t : 1 C 1 . 2 6 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 8 : 4 5 : 4 6 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; 1 8 2 2 9 - S V - C T R L _ K C . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' TALBOT RD S (SR515) I-4 0 5 N B O N - R A M P (TAL-B-LINE) I - 4 0 5 RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN TAL-B 23+50 TO TAL-B 28+50 1C1.26 37 A. VILLAR C. WILCOX G. STEPHAN S02°39'23"W 1196.58' R-421437 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.RIGHT-OF-WAY AND PROPERTY LINES WITHIN THE PROJECT FOOTPRINT HAVE BEEN RESOLVED BASED ON TITLE REPORTS AND PUBLICLY AVAILABLE DOCUMENTS. BOUNDARY LINES OUTSIDE OF THE PROJECT FOOTPRINT ARE BASED ON PUBLICLY AVAILABLE GIS DATA AND SHOULD NOT BE RELIED UPON FOR DESIGN DECISIONS. 3.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT GENERAL NOTES 29+00 30+00 31+00 32+00 33+00 PI STA: 31+03.43 N: 173493.624 E: 1300416.712 PC S T A : 2 8 + 6 1 . 9 1 N: 1 7 3 7 3 4 . 8 8 5 E: 1 3 0 0 4 2 7 . 9 0 4 L=4417.10 Δ=009° 12' 20" R=3000.00 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 . 2 0 . d w g | L a y o u t : 1 C 1 . 2 7 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 8 : 4 6 : 2 1 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; 1 8 2 2 9 - S V - C T R L _ K C . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' TALBOT RD S (SR515) (TAL-B-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN TAL-B 28+50 TO TAL-B 33+00 1C1.27 38 A. VILLAR C. WILCOX G. STEPHAN R-421438 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.RIGHT-OF-WAY AND PROPERTY LINES WITHIN THE PROJECT FOOTPRINT HAVE BEEN RESOLVED BASED ON TITLE REPORTS AND PUBLICLY AVAILABLE DOCUMENTS. BOUNDARY LINES OUTSIDE OF THE PROJECT FOOTPRINT ARE BASED ON PUBLICLY AVAILABLE GIS DATA AND SHOULD NOT BE RELIED UPON FOR DESIGN DECISIONS. 3.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT GENERAL NOTES 131 33+00 34+00 35+00 36+00 37+00 38+00 PT S T A : 3 3 + 4 3 . 9 2 N: 1 7 3 2 5 3 . 6 8 0 E: 1 3 0 0 4 4 4 . 2 6 0 S06°31'53"E 989.96' C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 . 2 0 . d w g | L a y o u t : 1 C 1 . 2 8 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 8 : 4 7 : 0 3 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; 1 8 2 2 9 - S V - C T R L _ K C . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' S P U G E T D R S 1 5 T H S T (TAL-B-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN TAL-B 33+00 TO TAL-B 38+00 1C1.28 39 A. VILLAR C. WILCOX G. STEPHAN LY DAN C VACANT NO SITE ADDRESS 722200-025023 PUGET SOUND ENERGY/GAS S. PUGET DR. & BENSON DR S. 722200-001024 BENSON DR S (SR 515) R-421439 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.RIGHT-OF-WAY AND PROPERTY LINES WITHIN THE PROJECT FOOTPRINT HAVE BEEN RESOLVED BASED ON TITLE REPORTS AND PUBLICLY AVAILABLE DOCUMENTS. BOUNDARY LINES OUTSIDE OF THE PROJECT FOOTPRINT ARE BASED ON PUBLICLY AVAILABLE GIS DATA AND SHOULD NOT BE RELIED UPON FOR DESIGN DECISIONS. 3.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT GENERAL NOTES 132 S06°31'53"E 989.96' 38+00 39+00 40+00 41+00 42+00 43+00 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 . 2 0 . d w g | L a y o u t : 1 C 1 . 2 9 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 8 : 4 7 : 4 1 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; 1 8 2 2 9 - S V - C T R L _ K C . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' BENSON DR S (SR 515) (TAL-B-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN TAL-B 38+00 TO TAL-B 43+00 1C1.29 40 A. VILLAR C. WILCOX G. STEPHAN S 1 6 T H S T R-421440 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.RIGHT-OF-WAY AND PROPERTY LINES WITHIN THE PROJECT FOOTPRINT HAVE BEEN RESOLVED BASED ON TITLE REPORTS AND PUBLICLY AVAILABLE DOCUMENTS. BOUNDARY LINES OUTSIDE OF THE PROJECT FOOTPRINT ARE BASED ON PUBLICLY AVAILABLE GIS DATA AND SHOULD NOT BE RELIED UPON FOR DESIGN DECISIONS. 3.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT GENERAL NOTES 43+00 44+00 45+00 46+00 47+00 48+00 PI STA: 47+86.13 N: 171820.835 E: 1300608.305 PC S T A : 4 3 + 3 3 . 8 8 N: 1 7 2 2 7 0 . 1 4 5 E: 1 3 0 0 5 5 6 . 8 6 4 PC S T A : 4 3 + 3 3 . 8 8 N: 1 7 2 2 7 0 . 1 4 5 E: 1 3 0 0 5 5 6 . 8 6 4 L=902.78 Δ=008° 37' 15" R=6000.00 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 . 3 0 . d w g | L a y o u t : 1 C 1 . 3 0 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 8 : 4 9 : 2 6 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; 1 8 2 2 9 - S V - C T R L _ K C . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' BENSON DR S (SR 515) (TAL-B-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN TAL-B 43+00 TO TAL-B 48+00 1C1.30 41 A. VILLAR C. WILCOX G. STEPHAN S06°31'53"W 989.96' R-421441 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.RIGHT-OF-WAY AND PROPERTY LINES WITHIN THE PROJECT FOOTPRINT HAVE BEEN RESOLVED BASED ON TITLE REPORTS AND PUBLICLY AVAILABLE DOCUMENTS. BOUNDARY LINES OUTSIDE OF THE PROJECT FOOTPRINT ARE BASED ON PUBLICLY AVAILABLE GIS DATA AND SHOULD NOT BE RELIED UPON FOR DESIGN DECISIONS. 3.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT GENERAL NOTES 133 48+00 49+00 50+00 51+00 52+00 53+00 PT S T A : 5 2 + 3 6 . 6 6 N: 1 7 1 3 6 8 . 8 9 0 E: 1 3 0 0 5 9 1 . 8 1 5 PT S T A : 5 2 + 3 6 . 6 6 N: 1 7 1 3 6 8 . 8 9 0 E: 1 3 0 0 5 9 1 . 8 1 5 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 . 3 0 . d w g | L a y o u t : 1 C 1 . 3 1 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 8 : 5 0 : 1 3 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; 1 8 2 2 9 - S V - C T R L _ K C . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' BENSON DR S (SR 515) (TAL-B-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN TAL-B 48+00 TO TAL-B 53+00 1C1.31 42 A. VILLAR C. WILCOX G. STEPHAN S02°05'23"W 169.81' R-421442 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.RIGHT-OF-WAY AND PROPERTY LINES WITHIN THE PROJECT FOOTPRINT HAVE BEEN RESOLVED BASED ON TITLE REPORTS AND PUBLICLY AVAILABLE DOCUMENTS. BOUNDARY LINES OUTSIDE OF THE PROJECT FOOTPRINT ARE BASED ON PUBLICLY AVAILABLE GIS DATA AND SHOULD NOT BE RELIED UPON FOR DESIGN DECISIONS. 3.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT GENERAL NOTES 134 40 ' 40 ' 53 + 0 0 54 + 0 0 10+00 11+00 12+00 13+00 PI STA: 54+11.79 N: 171193.880 E: 1300585.430 N87°53'48"W 570.74' TAL-B 54+17.10= N: 171188.566 E: 1300585.250 TAL-21 10+00.00 PC STA: 54+06.47 N: 171199.193 E: 1300585.623 L=10.63 Δ=000° 09' 08" R=4000.00 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 . 3 0 . d w g | L a y o u t : 1 C 1 . 3 2 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 8 : 5 0 : 5 5 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; 1 8 2 2 9 - S V - C T R L _ K C . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' S 21ST ST BE N S O N D R S ( S R 5 1 5 ) (T A L - B - L I N E ) (TAL-21-LINE) BU R N E T T P L S RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN TAL-B 53+00 TO TO TAL-21 13+00 1C1.32 43 A. VILLAR C. WILCOX G. STEPHAN S0 2 ° 0 5 ' 2 3 " W 16 9 . 8 1 ' R-421443 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.RIGHT-OF-WAY AND PROPERTY LINES WITHIN THE PROJECT FOOTPRINT HAVE BEEN RESOLVED BASED ON TITLE REPORTS AND PUBLICLY AVAILABLE DOCUMENTS. BOUNDARY LINES OUTSIDE OF THE PROJECT FOOTPRINT ARE BASED ON PUBLICLY AVAILABLE GIS DATA AND SHOULD NOT BE RELIED UPON FOR DESIGN DECISIONS. 3.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT GENERAL NOTES N87°53'48"W 570.74' 40 ' 40 ' 13+00 14+00 15+00 16+00 17+00 PC STA: 15+70.74 N: 171209.513 E: 1300014.895 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 . 3 0 . d w g | L a y o u t : 1 C 1 . 3 3 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 8 : 5 1 : 4 2 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; 1 8 2 2 9 - S V - C T R L _ K C . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' S 21ST ST SM I T H E R S A V E S S 21ST ST(TAL-21-LINE) (TAL-21-LINE ) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN TAL-21 13+00 TO TAL-21 17+50 1C1.33 44 A. VILLAR C. WILCOX G. STEPHAN R-421444 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.RIGHT-OF-WAY AND PROPERTY LINES WITHIN THE PROJECT FOOTPRINT HAVE BEEN RESOLVED BASED ON TITLE REPORTS AND PUBLICLY AVAILABLE DOCUMENTS. BOUNDARY LINES OUTSIDE OF THE PROJECT FOOTPRINT ARE BASED ON PUBLICLY AVAILABLE GIS DATA AND SHOULD NOT BE RELIED UPON FOR DESIGN DECISIONS. 3.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT GENERAL NOTES 135 S26°30 ' 5 3 " W 149.54 ' S26°30 ' 5 3 " W 149.54 ' 18+ 0 0 19+00 20+00 21+00 22+00 PT STA: 21+36.41 N: 170939.038 E: 1299552.166 PI STA: 18+88.18 N: 171221.163 E: 1299697.672 L=565.67, R=500.00 D=064°49'15" C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 . 3 0 . d w g | L a y o u t : 1 C 1 . 3 4 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 8 : 5 2 : 2 7 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; 1 8 2 2 9 - S V - C T R L _ K C . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' TALBOT RD S TA L B O T R D S (TAL-21-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN TAL-21 17+50 TO TAL-21 22+00 1C1.34 45 A. VILLAR C. WILCOX G. STEPHAN S 21 S T S T (TAL - 2 1 - L I N E ) R-421445 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.RIGHT-OF-WAY AND PROPERTY LINES WITHIN THE PROJECT FOOTPRINT HAVE BEEN RESOLVED BASED ON TITLE REPORTS AND PUBLICLY AVAILABLE DOCUMENTS. BOUNDARY LINES OUTSIDE OF THE PROJECT FOOTPRINT ARE BASED ON PUBLICLY AVAILABLE GIS DATA AND SHOULD NOT BE RELIED UPON FOR DESIGN DECISIONS. 3.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT GENERAL NOTES 30 ' 30 ' 136 TAL-21 25+70.62, 30.00' RT TAL-21 25+76.67, 42.32' RTTAL-21 25+65.81, 43.44' RT TAL-21 25+47.71, 58.18' LT TAL-21 25+67.72, 39.00' LT TAL-21 26+17.74, 39.00' LT TAL-21 26+17.73, 30.00' LT TAL-21 25+71.78, 30.00' LT TAL-21 25+57.42, 39.12' LT S26°30'53"W 149.54' 22+00 23+00 24+00 25+00 26+00 27+00 PI STA: 22+85.95 N: 170805.229 E: 1299485.408 PI STA: 25+43.68 N: 170575.966 E: 1299367.657 S27°11'07"W 257.73' S27°00'57"W 196.34' TAL-21 25+69.86, 51.40' RT TAL-21 25+83.33, 44.54' RT TAL-21 25+88.32, 35.00' RT TAL-21 25+78.65, 35.00' RT TAL-21 25+88.32, 30.00' RT C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 . 3 0 . d w g | L a y o u t : 1 C 1 . 3 5 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 8 : 5 3 : 1 3 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; 1 8 2 2 9 - S V - C T R L _ K C . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' TALBOT RD S S 2 3 R D S T (TAL-21-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN TAL-21 22+00 TO TAL-21 27+00 1C1.35 46 A. VILLAR C. WILCOX G. STEPHAN WILLIAM WOLSTED 407 S. 23RD ST. 855700-014026 RENTON SCHOOL DISTRICT NO. 403 2300 TALBOT RD S 302305-907325 NOTES: 1.FOR PARCEL NUMBER SEE SHEET 1C1.36.302305-907325 RIGHT-OF-WAY TABLE PROJECT PARCEL NO. PROPERTY OWNER DWG NO.PARCEL NO.PARCEL ADDRESS OWNERSHIP TOTAL (SF) FEE (SF) PERMANENT EASEMENT (SF) COMPENSABLE TEMPORARY CONSTRUCTION EASEMENT (SF) MUTUAL BENEFIT TEMPORARY CONSTRUCTION EASEMENT (SF) TOTAL TEMPORARY CONSTRUCTION EASEMENT (SF) REMAINDER (SF) 25 RENTON SCHOOL DISTRIC NO.43 1C1.35 & 1C1.36 3023059073 2300 TALBOT RD S 488,307 44 0 576 0 576 488,263 26 WILLIAM WOLSTED 1C1.35 8557000140 407 S. 23RD ST.12,870 149 0 213 0 213 12,721 R-421446 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.RIGHT-OF-WAY AND PROPERTY LINES WITHIN THE PROJECT FOOTPRINT HAVE BEEN RESOLVED BASED ON TITLE REPORTS AND PUBLICLY AVAILABLE DOCUMENTS. BOUNDARY LINES OUTSIDE OF THE PROJECT FOOTPRINT ARE BASED ON PUBLICLY AVAILABLE GIS DATA AND SHOULD NOT BE RELIED UPON FOR DESIGN DECISIONS. 3.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT GENERAL NOTES 30 ' 30 ' 137 136 TAL-21 26+17.73, 30.00' LT TAL-21 28+36.83, 30.00' RT TAL-21 28+36.82, 37.05' RT TAL-21 27+71.00, 37.67' RT TAL-21 27+70.91, 32.85' RT S27°00' 5 7 " W 196.34'S02°16'46 " W 368.75' 27+00 28+00 29+00 30+00 31+00 32+00 PC STA: 27+40.02 N: 170401.053 E: 1299278.474 PT STA: 31+52.32 N: 170005.241 E: 1299175.022 PI STA: 29+49.43 N: 170214.490 E: 1299183.351 S27°00' 5 7 " W 196.34' L=412.30, R=955.00 D=024°44'11" C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 . 3 0 . d w g | L a y o u t : 1 C 1 . 3 6 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 8 : 5 3 : 5 0 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; 1 8 2 2 9 - S V - C T R L _ K C . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' TALBOT RD S TA L B O T C R E S T D R (TAL-21-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN TAL-21 27+00 TO TAL-21 32+00 1C1.36 47 A. VILLAR C. WILCOX G. STEPHAN RANKIN MICHELLE E 2320 TALBOT CREST DR S 855700-001027 RIGHT-OF-WAY TABLE PROJECT PARCEL NO. PROPERTY OWNER DWG NO.PARCEL NO.PARCEL ADDRESS OWNERSHIP TOTAL (SF) FEE (SF) PERMANENT EASEMENT (SF) COMPENSABLE TEMPORARY CONSTRUCTION EASEMENT (SF) MUTUAL BENEFIT TEMPORARY CONSTRUCTION EASEMENT (SF) TOTAL TEMPORARY CONSTRUCTION EASEMENT (SF) REMAINDER (SF) 27 RANKIN MICHELLE E 1C1.36 8557000010 2320 TALBOT CREST DR S 8,320 0 0 466 0 466 8,320 R-421447 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.RIGHT-OF-WAY AND PROPERTY LINES WITHIN THE PROJECT FOOTPRINT HAVE BEEN RESOLVED BASED ON TITLE REPORTS AND PUBLICLY AVAILABLE DOCUMENTS. BOUNDARY LINES OUTSIDE OF THE PROJECT FOOTPRINT ARE BASED ON PUBLICLY AVAILABLE GIS DATA AND SHOULD NOT BE RELIED UPON FOR DESIGN DECISIONS. 3.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT GENERAL NOTES 30 ' 30 ' 32+00 33+00 34+00 35+00 36+00 37+00 PC STA: 35+21.07 N: 169636.779 E: 1299160.356 PI STA: 36+42.68 N: 169515.262 E: 1299155.522 S02°16'46"W 368.75' L=242.64, R=1427.34 D=009°44'24" C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 . 3 0 . d w g | L a y o u t : 1 C 1 . 3 7 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 8 : 5 4 : 3 7 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; 1 8 2 2 9 - S V - C T R L _ K C . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' TALBOT RD S S 2 6 T H S T (TAL-21-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN TAL-21 32+00 TO TAL-21 37+00 1C1.37 48 A. VILLAR C. WILCOX G. STEPHAN R-421448 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.RIGHT-OF-WAY AND PROPERTY LINES WITHIN THE PROJECT FOOTPRINT HAVE BEEN RESOLVED BASED ON TITLE REPORTS AND PUBLICLY AVAILABLE DOCUMENTS. BOUNDARY LINES OUTSIDE OF THE PROJECT FOOTPRINT ARE BASED ON PUBLICLY AVAILABLE GIS DATA AND SHOULD NOT BE RELIED UPON FOR DESIGN DECISIONS. 3.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT GENERAL NOTES 138 S00°26'23"E 260.02' 37+00 38+00 39+00 40+00 41+00 42+00 PC STA: 37+92.78 N: 169365.859 E: 1299175.107PT STA: 37+63.71 N: 169394.678 E: 1299171.316 PT STA: 41+41.11 N: 169018.581 E: 1299199.149PI STA: 39+67.17 N: 169192.961 E: 1299197.831 S07°29'39"E 29.07' L=348.33, R=2829.22 D=007°03'15" C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 . 3 0 . d w g | L a y o u t : 1 C 1 . 3 8 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 8 : 5 5 : 2 5 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; 1 8 2 2 9 - S V - C T R L _ K C . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' TALBOT RD S TA L B O T C R E S T D R S S 2 7 T H P L (TAL-21-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN TAL-21 37+00 TO TAL-21 42+00 1C1.38 49 A. VILLAR C. WILCOX G. STEPHAN R-421449 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.RIGHT-OF-WAY AND PROPERTY LINES WITHIN THE PROJECT FOOTPRINT HAVE BEEN RESOLVED BASED ON TITLE REPORTS AND PUBLICLY AVAILABLE DOCUMENTS. BOUNDARY LINES OUTSIDE OF THE PROJECT FOOTPRINT ARE BASED ON PUBLICLY AVAILABLE GIS DATA AND SHOULD NOT BE RELIED UPON FOR DESIGN DECISIONS. 3.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT GENERAL NOTES 42+00 43+00 44+00 45+00 46+00 47+00 PC STA: 44+01.13 N: 168758.573 E: 1299201.145 PI STA: 45+69.91 N: 168589.795 E: 1299202.546 S00°26'23"E 260.02' L=337.18, R=2865.00 D=006°44'35" C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 . 3 0 . d w g | L a y o u t : 1 C 1 . 3 9 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 8 : 5 6 : 0 2 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; 1 8 2 2 9 - S V - C T R L _ K C . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' TALBOT RD S (TAL-21-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN TAL-21 42+00 TO TAL-21 47+00 1C1.39 50 A. VILLAR C. WILCOX G. STEPHAN R-421450 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.RIGHT-OF-WAY AND PROPERTY LINES WITHIN THE PROJECT FOOTPRINT HAVE BEEN RESOLVED BASED ON TITLE REPORTS AND PUBLICLY AVAILABLE DOCUMENTS. BOUNDARY LINES OUTSIDE OF THE PROJECT FOOTPRINT ARE BASED ON PUBLICLY AVAILABLE GIS DATA AND SHOULD NOT BE RELIED UPON FOR DESIGN DECISIONS. 3.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT GENERAL NOTES 47+00 48+00 49+00 50+00 51+00 52+00 PT STA: 47+38.31 N: 168422.343 E: 1299223.708 S07°10'05"E 536.86' 139 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 . 4 0 . d w g | L a y o u t : 1 C 1 . 4 0 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 8 : 5 7 : 3 2 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - P A R C E L - I N F O . d w g ; 1 8 2 2 9 - S V - C T R L _ K C . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' TALBOT RD S (TAL-21-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN TAL-21 47+00 TO TAL-21 52+00 1C1.40 51 A. VILLAR C. WILCOX G. STEPHAN R-421451 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.RIGHT-OF-WAY AND PROPERTY LINES WITHIN THE PROJECT FOOTPRINT HAVE BEEN RESOLVED BASED ON TITLE REPORTS AND PUBLICLY AVAILABLE DOCUMENTS. BOUNDARY LINES OUTSIDE OF THE PROJECT FOOTPRINT ARE BASED ON PUBLICLY AVAILABLE GIS DATA AND SHOULD NOT BE RELIED UPON FOR DESIGN DECISIONS. 3.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT GENERAL NOTES 52+0 0 53+00 54+00 55+00 56+00 57+00 PC STA: 52+75.17 N: 167889.677 E: 1299290.698 PT STA: 54+26.40 N: 167745.266 E: 1299333.352 PI STA: 53+51.41 N: 167814.039 E: 1299300.249 L=151.24, R=468.00 D=018°30'55" S25°42'09"E 355.67' 30 ' 42 ' 140 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 . 4 0 . d w g | L a y o u t : 1 C 1 . 4 1 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 8 : 5 8 : 0 8 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - P A R C E L - I N F O . d w g ; 1 8 2 2 9 - S V - C T R L _ K C . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' TALBOT RD S (TAL-21-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN TAL-21 52+00 TO TAL-21 57+00 1C1.41 52 A. VILLAR C. WILCOX G. STEPHAN TATRO DON L 3211 TALBOT RD S 302305-901928 WINSPER HOA TRACT NE CORNER TALBOT RD S. & S. 32ND ADJACENT TO 3130 TALBOT RD S. 948575-129 R-421452 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.RIGHT-OF-WAY AND PROPERTY LINES WITHIN THE PROJECT FOOTPRINT HAVE BEEN RESOLVED BASED ON TITLE REPORTS AND PUBLICLY AVAILABLE DOCUMENTS. BOUNDARY LINES OUTSIDE OF THE PROJECT FOOTPRINT ARE BASED ON PUBLICLY AVAILABLE GIS DATA AND SHOULD NOT BE RELIED UPON FOR DESIGN DECISIONS. 3.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT GENERAL NOTES 57+00 58+00 59+00 60+00 61+00 PC STA: 57+82.07 N: 167424.787 E: 1299487.606 PT STA: 59+80.36 N: 167234.146 E: 1299537.522PI STA: 58+82.46 N: 167334.332 E: 1299531.145 L=198.29, R=515.00 D=022°03'38" 141 S03°38'31" E 731.87' 30 ' 30 ' C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 . 4 0 . d w g | L a y o u t : 1 C 1 . 4 2 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 8 : 5 8 : 4 9 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - P A R C E L - I N F O . d w g ; 1 8 2 2 9 - S V - C T R L _ K C . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' TALBOT RD S S 3 2 N D S T (TAL-21-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN TAL-21 57+00 TO TAL-21 61+50 1C1.42 53 A. VILLAR C. WILCOX G. STEPHAN TATRO DON L 3211 TALBOT RD S 302305-901928 WINSPER HOA TRACT NE CORNER TALBOT RD S. & S. 32ND ADJACENT TO 3130 TALBOT RD S. 948575-129 R-421453 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.RIGHT-OF-WAY AND PROPERTY LINES WITHIN THE PROJECT FOOTPRINT HAVE BEEN RESOLVED BASED ON TITLE REPORTS AND PUBLICLY AVAILABLE DOCUMENTS. BOUNDARY LINES OUTSIDE OF THE PROJECT FOOTPRINT ARE BASED ON PUBLICLY AVAILABLE GIS DATA AND SHOULD NOT BE RELIED UPON FOR DESIGN DECISIONS. 3.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT GENERAL NOTES 62+00 63+00 64+00 65+00 66+00S03°38'31"E 731.87' 30 ' 30 ' C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 . 4 0 . d w g | L a y o u t : 1 C 1 . 4 3 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 8 : 5 9 : 3 3 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - P A R C E L - I N F O . d w g ; 1 8 2 2 9 - S V - C T R L _ K C . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' TALBOT RD S (TAL-21-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN TAL-21 61+50 TO TAL-21 66+50 1C1.43 54 A. VILLAR C. WILCOX G. STEPHAN R-421454 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.RIGHT-OF-WAY AND PROPERTY LINES WITHIN THE PROJECT FOOTPRINT HAVE BEEN RESOLVED BASED ON TITLE REPORTS AND PUBLICLY AVAILABLE DOCUMENTS. BOUNDARY LINES OUTSIDE OF THE PROJECT FOOTPRINT ARE BASED ON PUBLICLY AVAILABLE GIS DATA AND SHOULD NOT BE RELIED UPON FOR DESIGN DECISIONS. 3.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT GENERAL NOTES 67+00 68+00 69+00 70+00 71+00 PC STA: 67+12.23 N: 166503.758 E: 1299584.012 PT STA: 69+99.26 N: 166217.398 E: 1299573.519 PI STA: 68+56.23 N: 166360.050 E: 1299593.160 L=287.03, R=1432.39 D=011°28'53" 142 S03°38'31"E 731.87' S07°50'21"W 1170.60' 30 ' 30 ' C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 . 4 0 . d w g | L a y o u t : 1 C 1 . 4 4 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 9 : 0 0 : 1 6 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - P A R C E L - I N F O . d w g ; 1 8 2 2 9 - S V - C T R L _ K C . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' TALBOT RD S S 3 6 T H S T (TAL-21-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN TAL-21 66+50 TO TAL-21 71+50 1C1.44 55 A. VILLAR C. WILCOX G. STEPHAN R-421455 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.RIGHT-OF-WAY AND PROPERTY LINES WITHIN THE PROJECT FOOTPRINT HAVE BEEN RESOLVED BASED ON TITLE REPORTS AND PUBLICLY AVAILABLE DOCUMENTS. BOUNDARY LINES OUTSIDE OF THE PROJECT FOOTPRINT ARE BASED ON PUBLICLY AVAILABLE GIS DATA AND SHOULD NOT BE RELIED UPON FOR DESIGN DECISIONS. 3.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT GENERAL NOTES 72+00 73+00 74+00 75+00 76+00 S07°50'21"W 1170.60' 30 ' 30 ' TAL-21 71+66.49, 37.00' LT TAL-21 72+44.77, 37.00' LT TAL-21 73+74.60, 51.35' RT TAL-21 73+69.24, 51.23' RT TAL-21 73+74.96, 35.02' RT TAL-21 74+42.62, 35.00' RT TAL-21 74+53.40, 37.66' RT TAL-21 75+26.74, 38.16' RT TAL-21 75+36.55, 54.87' RT TAL-21 75+42.29, 54.88' RT TAL-21 75+33.67, 31.45' RT TAL-21 75+42.25, 46.86' RT TAL-21 73+01.78, 64.86' LT TAL-21 73+22.40, 33.00' LT TAL-21 75+92.27, 52.11' RT TAL-21 76+14.27, 30.00' RT R = 22.00' TAL-21 73+90.72, 33.00' LT C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 . 4 0 . d w g | L a y o u t : 1 C 1 . 4 5 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 9 : 0 0 : 5 9 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - P A R C E L - I N F O . d w g ; 1 8 2 2 9 - S V - C T R L _ K C . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' TALBOT RD S S 3 7 T H S T S 3 7 T H S T S 3 8 T H C T S 3 8 T H C T (TAL-21-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN TAL-21 71+50 TO TAL-21 76+50 1C1.45 56 A. VILLAR C. WILCOX G. STEPHAN NORTHWEST KIDNEY CENTERS 17200 TALBOT RD S 302305-910932 HIATT RONALD D JR+JOLENE M 3620 TALBOT RD S 855860-004030 RIGHT-OF-WAY TABLE PROJECT PARCEL NO. PROPERTY OWNER DWG NO.PARCEL NO.PARCEL ADDRESS OWNERSHIP TOTAL (SF) FEE (SF) PERMANENT EASEMENT (SF) COMPENSABLE TEMPORARY CONSTRUCTION EASEMENT (SF) MUTUAL BENEFIT TEMPORARY CONSTRUCTION EASEMENT (SF) TOTAL TEMPORARY CONSTRUCTION EASEMENT (SF) REMAINDER (SF) 30 HIATT RONALD D JR+JOLENE M 1C1.45 8558600040 3620 TALBOT RD S 8,814 0 0 548 0 548 8,814 32 NORTHWEST KIDNEY CENTERS 1C1.45 3023059109 17200 TALBOT RD S 39,488 33 0 1,281 0 1,281 39,455 52 BRAR GURSEWAK+GUR DIP KAUR 1C1.45 8558600125 3704 TALBOT RD S 9,775 0 0 521 0 521 9,775 62 N2B2 PROPERTIES LLC 1C1.45 3023059054 3721 TALBOT RD S 44,431 105 0 0 0 0 44,326 BRAR GURSEWAK+GURDIP KAUR 3704 TALBOT RD S 855860-012552 N2B2 PROPERTIES LLC 3721 TALBOT RD S 302305-905462 R-421456 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.RIGHT-OF-WAY AND PROPERTY LINES WITHIN THE PROJECT FOOTPRINT HAVE BEEN RESOLVED BASED ON TITLE REPORTS AND PUBLICLY AVAILABLE DOCUMENTS. BOUNDARY LINES OUTSIDE OF THE PROJECT FOOTPRINT ARE BASED ON PUBLICLY AVAILABLE GIS DATA AND SHOULD NOT BE RELIED UPON FOR DESIGN DECISIONS. 3.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT GENERAL NOTES 77+00 78+00 79+00 80+00 81+00 30 ' 30 ' S07°50'21"W 1170.60' C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 . 4 0 . d w g | L a y o u t : 1 C 1 . 4 6 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 9 : 0 1 : 4 2 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - P A R C E L - I N F O . d w g ; 1 8 2 2 9 - S V - C T R L _ K C . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' TALBOT RD S (TAL-21-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN TAL-21 76+50 TO TAL-21 81+50 1C1.46 57 A. VILLAR C. WILCOX G. STEPHAN R-421457 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.RIGHT-OF-WAY AND PROPERTY LINES WITHIN THE PROJECT FOOTPRINT HAVE BEEN RESOLVED BASED ON TITLE REPORTS AND PUBLICLY AVAILABLE DOCUMENTS. BOUNDARY LINES OUTSIDE OF THE PROJECT FOOTPRINT ARE BASED ON PUBLICLY AVAILABLE GIS DATA AND SHOULD NOT BE RELIED UPON FOR DESIGN DECISIONS. 3.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT GENERAL NOTES 82+00 83+00 84+00 85+00 86+00 PC STA: 81+69.87 N: 165057.733 E: 1299413.855 PT STA: 85+17.63 N: 164722.114 E: 1299325.968 PI STA: 83+44.58 N: 164884.656 E: 1299390.026 L=347.76, R=1457.58 D=013°40'12" 143 40 ' 30 ' S21°30'33"W 617.72' C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 . 4 0 . d w g | L a y o u t : 1 C 1 . 4 7 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 9 : 0 2 : 2 6 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - P A R C E L - I N F O . d w g ; 1 8 2 2 9 - S V - C T R L _ K C . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' TALBOT RD S S 1 7 7 T H S T (TAL-21-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN TAL-21 81+50 TO TAL-21 86+50 1C1.47 58 A. VILLAR C. WILCOX G. STEPHAN R-421458 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.RIGHT-OF-WAY AND PROPERTY LINES WITHIN THE PROJECT FOOTPRINT HAVE BEEN RESOLVED BASED ON TITLE REPORTS AND PUBLICLY AVAILABLE DOCUMENTS. BOUNDARY LINES OUTSIDE OF THE PROJECT FOOTPRINT ARE BASED ON PUBLICLY AVAILABLE GIS DATA AND SHOULD NOT BE RELIED UPON FOR DESIGN DECISIONS. 3.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT GENERAL NOTES 87+00 88+00 89+00 90+00 91+00 PC STA: 91+35.34 N: 164147.417 E: 1299099.482 S21°30'33"W 617.72' 40 ' 30 ' TAL-21 88+06.28, 39.42' LT TAL-21 88+10.78, 34.92' LT TAL-21 88+10.78, 30.00' LT TAL-21 88+81.28, 39.42' LT TAL-21 88+76.78, 30.00' LT TAL-21 88+76.78, 34.92' LT TAL-21 88+81.28, 30.00' LT TAL-21 88+06.28, 30.00' LT C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 . 4 0 . d w g | L a y o u t : 1 C 1 . 4 8 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 9 : 0 3 : 0 9 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - P A R C E L - I N F O . d w g ; 1 8 2 2 9 - S V - C T R L _ K C . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' TALBOT RD S (TAL-21-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN TAL-21 86+50 TO TAL-21 91+50 1C1.48 59 A. VILLAR C. WILCOX G. STEPHAN PUBL HOSP DIST#1 KING CO (VALLEY MEDICAL CENTER) 17820 TALBOT RD S 761680-001034 PUBLIC HOSPITAL DIST #1 (VALLEY MEDICAL CENTER) 400 S 43RD ST 885767-010033 RIGHT-OF-WAY TABLE PROJECT PARCEL NO. PROPERTY OWNER DWG NO.PARCEL NO.PARCEL ADDRESS OWNERSHIP TOTAL (SF) FEE (SF) PERMANENT EASEMENT (SF) COMPENSABLE TEMPORARY CONSTRUCTION EASEMENT (SF) MUTUAL BENEFIT TEMPORARY CONSTRUCTION EASEMENT (SF) TOTAL TEMPORARY CONSTRUCTION EASEMENT (SF) REMAINDER (SF) 34 PUBL HOSP DIST#1 KING CO (VALLEY MEDICAL CENTER) 1C1.48 7616800010 17820 TALBOT RD S 23,945 325 0 382 0 382 23,620 R-421459 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.RIGHT-OF-WAY AND PROPERTY LINES WITHIN THE PROJECT FOOTPRINT HAVE BEEN RESOLVED BASED ON TITLE REPORTS AND PUBLICLY AVAILABLE DOCUMENTS. BOUNDARY LINES OUTSIDE OF THE PROJECT FOOTPRINT ARE BASED ON PUBLICLY AVAILABLE GIS DATA AND SHOULD NOT BE RELIED UPON FOR DESIGN DECISIONS. 3.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT GENERAL NOTES 10+00 11+00 12+00 13+00 PC STA: 11+50.12 N: 163965.896 E: 1299202.070 CAR 10+00.00= N: 163968.361 E: 1299051.971 TAL-21 93+21.01 S89°03'33"E 150.12' 92 + 0 0 93 + 0 0 93 + 2 1 PC STA: 91+35.34 N: 164147.417 E: 1299099.482 PI STA: 92+28.60 N: 164060.658 E: 1299065.290 L=185.67, R=800.00 D=013°17'51" 30' 40' C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 . 4 0 . d w g | L a y o u t : 1 C 1 . 4 9 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 9 : 0 3 : 5 2 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - P A R C E L - I N F O . d w g ; 1 8 2 2 9 - S V - C T R L _ K C . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' TA L B O T R D S S CARR RD (CAR-LINE) (T A L - 2 1 - L I N E ) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN TAL-21 91+50 TO CAR 13+00 1C1.49 60 A. VILLAR C. WILCOX G. STEPHAN R-421460 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.RIGHT-OF-WAY AND PROPERTY LINES WITHIN THE PROJECT FOOTPRINT HAVE BEEN RESOLVED BASED ON TITLE REPORTS AND PUBLICLY AVAILABLE DOCUMENTS. BOUNDARY LINES OUTSIDE OF THE PROJECT FOOTPRINT ARE BASED ON PUBLICLY AVAILABLE GIS DATA AND SHOULD NOT BE RELIED UPON FOR DESIGN DECISIONS. 3.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT GENERAL NOTES 13+ 0 0 14+00 15+00 16+00 17+00 18+00PI STA: 13+56.78 N: 163962.503 E: 1299408.703 PT STA: 15+46.80 N: 164091.792 E: 1299569.927 N51°16'23"E 283.36' L=396.68 Δ=039°40'04"R=572.96 S C A R R 145 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 . 5 0 . d w g | L a y o u t : 1 C 1 . 5 0 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 9 : 0 5 : 3 2 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; 1 8 2 2 9 - S V - C T R L _ K C . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' S CARR RD (CAR-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN CAR 13+00 TO CAR 18+00 1C1.50 61 A. VILLAR C. WILCOX G. STEPHAN R-421461 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.RIGHT-OF-WAY AND PROPERTY LINES WITHIN THE PROJECT FOOTPRINT HAVE BEEN RESOLVED BASED ON TITLE REPORTS AND PUBLICLY AVAILABLE DOCUMENTS. BOUNDARY LINES OUTSIDE OF THE PROJECT FOOTPRINT ARE BASED ON PUBLICLY AVAILABLE GIS DATA AND SHOULD NOT BE RELIED UPON FOR DESIGN DECISIONS. 3.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT GENERAL NOTES 18+00 19+00 20+00 21+00 22+00 23+00 PI STA: 20+06.73 N: 164379.526 E: 1299928.732 PC STA: 18+30.16 N: 164269.063 E: 1299790.984 PT STA: 21+72.71 N: 164393.292 E: 1300104.764 N85°31' 4 2 " E 142.20' L=3 42.5 6 Δ =0 3 4°15'20" R =5 7 2.9 6 S CA R R 146 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 . 5 0 . d w g | L a y o u t : 1 C 1 . 5 1 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 9 : 0 6 : 1 4 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; 1 8 2 2 9 - S V - C T R L _ K C . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN CAR 18+00 TO CAR 23+00 1C1.51 62 A. VILLAR C. WILCOX G. STEPHAN S CARR RD 98 T H A V E S SM I T H E R S A V E S (CAR-LINE) R-421462 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.RIGHT-OF-WAY AND PROPERTY LINES WITHIN THE PROJECT FOOTPRINT HAVE BEEN RESOLVED BASED ON TITLE REPORTS AND PUBLICLY AVAILABLE DOCUMENTS. BOUNDARY LINES OUTSIDE OF THE PROJECT FOOTPRINT ARE BASED ON PUBLICLY AVAILABLE GIS DATA AND SHOULD NOT BE RELIED UPON FOR DESIGN DECISIONS. 3.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT GENERAL NOTES 23+00 24+00 25+00 26+00 27+00 28+00 PI STA: 24+02.66 N: 164411.187 E: 1300334.013 PC STA: 23+14.91 N: 164404.379 E: 1300246.529 PT STA: 24+90.19 N: 164407.266 E: 1300421.673 S87°26'18"E 474.74' L=175.28 Δ=007° 00' 40" R=1432.40 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 . 5 0 . d w g | L a y o u t : 1 C 1 . 5 2 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 9 : 0 6 : 5 5 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; 1 8 2 2 9 - S V - C T R L _ K C . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' S CARR RD (CAR-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN CAR 23+00 TO CAR 28+00 1C1.52 63 A. VILLAR C. WILCOX G. STEPHAN R-421463 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.RIGHT-OF-WAY AND PROPERTY LINES WITHIN THE PROJECT FOOTPRINT HAVE BEEN RESOLVED BASED ON TITLE REPORTS AND PUBLICLY AVAILABLE DOCUMENTS. BOUNDARY LINES OUTSIDE OF THE PROJECT FOOTPRINT ARE BASED ON PUBLICLY AVAILABLE GIS DATA AND SHOULD NOT BE RELIED UPON FOR DESIGN DECISIONS. 3.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT GENERAL NOTES 28+00 29+00 30+00 31+00 32+00 PI STA: 32+36.58 N: 164373.907 E: 1301167.320 PC STA: 29+64.93 N: 164386.048 E: 1300895.939 L=507.34 Δ=050° 44' 00" R=572.96 147 S87°26'18"E 474.74' C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 . 5 0 . d w g | L a y o u t : 1 C 1 . 5 3 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 9 : 0 7 : 3 4 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; 1 8 2 2 9 - S V - C T R L _ K C . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' S CARR RD (CAR-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN CAR 28+00 TO CAR 32+50 1C1.53 64 A. VILLAR C. WILCOX G. STEPHAN R-421464 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.RIGHT-OF-WAY AND PROPERTY LINES WITHIN THE PROJECT FOOTPRINT HAVE BEEN RESOLVED BASED ON TITLE REPORTS AND PUBLICLY AVAILABLE DOCUMENTS. BOUNDARY LINES OUTSIDE OF THE PROJECT FOOTPRINT ARE BASED ON PUBLICLY AVAILABLE GIS DATA AND SHOULD NOT BE RELIED UPON FOR DESIGN DECISIONS. 3.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT GENERAL NOTES 33+00 34+00 35+00 36+00 37+00 PC STA: 37+26.04 N: 164765.433 E: 1301517.732 PT STA: 34+72.26 N: 164576.328 E: 1301348.485 N41°49'41"E 253.78' 50 ' 50 ' C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 . 5 0 . d w g | L a y o u t : 1 C 1 . 5 4 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 9 : 0 8 : 0 8 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; 1 8 2 2 9 - S V - C T R L _ K C . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' S CARR RD MILL A V E S (CAR-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN CAR 32+50 TO CAR 37+50 1C1.54 65 A. VILLAR C. WILCOX G. STEPHAN CITY OF RENTON 322305-915637 NEW HORIZON SCHOOL 1111 S CARR RD 322305-908136 WE L L S A V E S R-421465 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.RIGHT-OF-WAY AND PROPERTY LINES WITHIN THE PROJECT FOOTPRINT HAVE BEEN RESOLVED BASED ON TITLE REPORTS AND PUBLICLY AVAILABLE DOCUMENTS. BOUNDARY LINES OUTSIDE OF THE PROJECT FOOTPRINT ARE BASED ON PUBLICLY AVAILABLE GIS DATA AND SHOULD NOT BE RELIED UPON FOR DESIGN DECISIONS. 3.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT GENERAL NOTES 38+00 39+00 40+00 41+00 42+00 148 5 0 ' 5 0 ' C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 . 5 0 . d w g | L a y o u t : 1 C 1 . 5 5 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 9 : 0 8 : 4 7 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; 1 8 2 2 9 - S V - C T R L _ K C . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' S CARR RD (CAR-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN CAR 37+50 TO CAR 42+50 1C1.55 66 A. VILLAR C. WILCOX G. STEPHAN NOTES: 1.FOR PARCEL NUMBER SEE SHEET 1C1.56.322305-929938 R-421466 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.RIGHT-OF-WAY AND PROPERTY LINES WITHIN THE PROJECT FOOTPRINT HAVE BEEN RESOLVED BASED ON TITLE REPORTS AND PUBLICLY AVAILABLE DOCUMENTS. BOUNDARY LINES OUTSIDE OF THE PROJECT FOOTPRINT ARE BASED ON PUBLICLY AVAILABLE GIS DATA AND SHOULD NOT BE RELIED UPON FOR DESIGN DECISIONS. 3.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT GENERAL NOTES 43+00 44+00 45+00 46+00 47+00 PI STA: 43+32.23 N: 165217.131 E: 1301921.996 L=1173.96 Δ=035° 12' 58" R=1910.00 10 + 0 0 11 + 0 0 12 + 0 0 CAR 45+60.28= N: 165247.907 E: 1302190.177 105TH 10+00.00 50 ' 50 ' 149 30' 30' S0 1 ° 2 2 ' 0 2 " W 11 6 5 . 7 4 ' 105TH 11+42.67, 36.00' RT 105TH 11+42.67, 30.00' RT 105TH 10+14.93, 68.73' LT 105TH 10+25.58, 44.34' LT 105TH 10+51.43, 39.09' LT 105TH 10+89.99, 40.57' LT 105TH 10+90.39, 30.00' LT 105TH 10+24.40, 30.00' LT 105TH 10+15.38, 39.09' LT 105TH 10+94.00, 36.00' RT 105TH 10+04.60, 64.23' LT C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 . 5 0 . d w g | L a y o u t : 1 C 1 . 5 6 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 9 : 0 9 : 2 2 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; 1 8 2 2 9 - S V - C T R L _ K C . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' SE CARR RD 10 5 T H P L S E (CAR-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN CAR 42+50 TO CAR 47+00 AND 105TH 12+00 1C1.56 67 A. VILLAR C. WILCOX G. STEPHAN DIAZ 338 INC 10433 SE CARR RD 322305-929938 MSALK #3 LLC 10545 SE CARR RD 322305-923740 RIGHT-OF-WAY TABLE PROJECT PARCEL NO. PROPERTY OWNER DWG NO.PARCEL NO.PARCEL ADDRESS OWNERSHIP TOTAL (SF) FEE (SF) PERMANENT EASEMENT (SF) COMPENSABLE TEMPORARY CONSTRUCTION EASEMENT (SF) MUTUAL BENEFIT TEMPORARY CONSTRUCTION EASEMENT (SF) TOTAL TEMPORARY CONSTRUCTION EASEMENT (SF) REMAINDER (SF) 38 DIAZ 338 INC 1C1.56 3223059299 10433 SE CARR RD 48,629 0 0 261 0 261 48,629 40 MSALK #3 LLC 1C1.56 3223059237 10545 SE CARR RD N 19,602 23 0 1,070 0 1,070 19,579 (1 0 5 T H - L I N E ) 10436 SE CARR RD 322305-904056 10500 SE CARR RD 322305-905357 R-421467 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.RIGHT-OF-WAY AND PROPERTY LINES WITHIN THE PROJECT FOOTPRINT HAVE BEEN RESOLVED BASED ON TITLE REPORTS AND PUBLICLY AVAILABLE DOCUMENTS. BOUNDARY LINES OUTSIDE OF THE PROJECT FOOTPRINT ARE BASED ON PUBLICLY AVAILABLE GIS DATA AND SHOULD NOT BE RELIED UPON FOR DESIGN DECISIONS. 3.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT GENERAL NOTES 49+00 47+00 48+00 49+00 PI: CAR 49+00.00 N: 165353.035 E: 1302512.750 150 50 ' 50 ' L=1173.96' Δ=035° 12' 58" R=1910.00' C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 . 5 0 . d w g | L a y o u t : 1 C 1 . 5 7 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 9 : 0 9 : 5 7 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; 1 8 2 2 9 - S V - C T R L _ K C . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN CAR 47+00 TO CAR 49+00 1C1.57 68 A. VILLAR C. WILCOX G. STEPHAN SE CARR RD 10 6 T H P L S E (CAR-LINE) R-421468 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.RIGHT-OF-WAY AND PROPERTY LINES WITHIN THE PROJECT FOOTPRINT HAVE BEEN RESOLVED BASED ON TITLE REPORTS AND PUBLICLY AVAILABLE DOCUMENTS. BOUNDARY LINES OUTSIDE OF THE PROJECT FOOTPRINT ARE BASED ON PUBLICLY AVAILABLE GIS DATA AND SHOULD NOT BE RELIED UPON FOR DESIGN DECISIONS. 3.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT GENERAL NOTES 12+00 13+00 14+00 15+00 16+00 17+00 30 ' 30 ' S01°22'02"W 1165.74' C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 . 5 0 . d w g | L a y o u t : 1 C 1 . 5 8 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 9 : 1 0 : 3 2 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; 1 8 2 2 9 - S V - C T R L _ K C . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN 105TH 12+00 TO 105TH 17+00 1C1.58 69 A. VILLAR C. WILCOX G. STEPHAN 105TH PL SE (105TH-LINE) R-421469 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.RIGHT-OF-WAY AND PROPERTY LINES WITHIN THE PROJECT FOOTPRINT HAVE BEEN RESOLVED BASED ON TITLE REPORTS AND PUBLICLY AVAILABLE DOCUMENTS. BOUNDARY LINES OUTSIDE OF THE PROJECT FOOTPRINT ARE BASED ON PUBLICLY AVAILABLE GIS DATA AND SHOULD NOT BE RELIED UPON FOR DESIGN DECISIONS. 3.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT GENERAL NOTES 17+00 18+00 19+00 20+00 21+00 30 ' 30 ' S01°22'02"W 1165.74' 21+00 22+0 0 23 + 0 0 PC STA: 21+65.74 N: 164082.499 E: 1302162.361 PT STA: 22+87.75 N: 164005.748 E: 1302239.751 PI STA: 22+45.06 N: 164003.198 E: 1302160.469 L=122.01' Δ=093° 12' 34" R=75.00' S01°22'02"W 1165.74' N88°09'28"E 744.75' C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 . 5 0 . d w g | L a y o u t : 1 C 1 . 5 9 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 9 : 1 1 : 0 8 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; 1 8 2 2 9 - S V - C T R L _ K C . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN 105TH 17+00 TO 105TH 23+00 1C1.59 70 A. VILLAR C. WILCOX G. STEPHAN 105TH PL SE (105TH-LINE) 105 T H P L S E (10 5 T H - L I N E ) R-421470 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.RIGHT-OF-WAY AND PROPERTY LINES WITHIN THE PROJECT FOOTPRINT HAVE BEEN RESOLVED BASED ON TITLE REPORTS AND PUBLICLY AVAILABLE DOCUMENTS. BOUNDARY LINES OUTSIDE OF THE PROJECT FOOTPRINT ARE BASED ON PUBLICLY AVAILABLE GIS DATA AND SHOULD NOT BE RELIED UPON FOR DESIGN DECISIONS. 3.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT GENERAL NOTES 105TH 26+68.08, 30.00' LT 105TH 26+68.08, 49.00' LT 105TH 26+22.67, 49.00' LT 105TH 26+22.67, 30.00' LT 23+00 24+00 25+00 26+00 27+00 28+00N88°09'28"E 744.75' C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 . 6 0 . d w g | L a y o u t : 1 C 1 . 6 0 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 9 : 1 3 : 1 8 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - P A R C E L - I N F O . d w g ; 1 8 2 2 9 - S V - C T R L _ K C . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' SE 180TH ST (105TH-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN 105TH 23+00 TO 105TH 28+00 1C1.60 71 A. VILLAR C. WILCOX G. STEPHAN 3503 RP RENTON NORTH BENSON 17901 108TH AVE SE 322305-906558 FRED MEYER STORES INC 17605 108TH AVE SE 322305-901643 KC HOUSING AUTHORITY 17901 105TH PL SE 322305-936259 KC HOUSING AUTHORITY 18102 107TH PL SE 322305-936160 RIGHT-OF-WAY TABLE PROJECT PARCEL NO. PROPERTY OWNER DWG NO.PARCEL NO.PARCEL ADDRESS OWNERSHIP TOTAL (SF) FEE (SF) PERMANENT EASEMENT (SF) COMPENSABLE TEMPORARY CONSTRUCTION EASEMENT (SF) MUTUAL BENEFIT TEMPORARY CONSTRUCTION EASEMENT (SF) TOTAL TEMPORARY CONSTRUCTION EASEMENT (SF) REMAINDER (SF) 43 FRED MEYER STORES INC 1C1.60 3223059016 17605 108TH AVE SE 544,650 0 0 430 0 430 544,650 58 3503 RP RENTON NORTH BENSON 1C1.60 3223059065 17901 108TH AVE SE 157,868 0 0 432 0 432 157,868 R-421471 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.RIGHT-OF-WAY AND PROPERTY LINES WITHIN THE PROJECT FOOTPRINT HAVE BEEN RESOLVED BASED ON TITLE REPORTS AND PUBLICLY AVAILABLE DOCUMENTS. BOUNDARY LINES OUTSIDE OF THE PROJECT FOOTPRINT ARE BASED ON PUBLICLY AVAILABLE GIS DATA AND SHOULD NOT BE RELIED UPON FOR DESIGN DECISIONS. 3.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT GENERAL NOTES S01°26'05"W 1377.46' 50 ' 40 ' 30'30' N8 8 ° 0 9 ' 2 8 " E 74 4 . 7 5 ' 13+80 14+00 15+00 16+00 17+00 18+00 28 + 0 0 29 + 0 0 30 + 0 0 30 + 3 3 108TH 13+79.64= N: 164029.688 E: 1302984.090 105TH 30+32.47 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 . 6 0 . d w g | L a y o u t : 1 C 1 . 6 1 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 9 : 1 4 : 0 0 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - P A R C E L - I N F O . d w g ; 1 8 2 2 9 - S V - C T R L _ K C . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' SE 1 8 1 S T S T SE 1 8 0 T H S T 108TH AVE SE (SR 515) (108TH-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN 105TH 28+00 TO 108TH 18+00 1C1.61 72 A. VILLAR C. WILCOX G. STEPHAN (1 0 5 T H - L I N E ) R-421472 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.RIGHT-OF-WAY AND PROPERTY LINES WITHIN THE PROJECT FOOTPRINT HAVE BEEN RESOLVED BASED ON TITLE REPORTS AND PUBLICLY AVAILABLE DOCUMENTS. BOUNDARY LINES OUTSIDE OF THE PROJECT FOOTPRINT ARE BASED ON PUBLICLY AVAILABLE GIS DATA AND SHOULD NOT BE RELIED UPON FOR DESIGN DECISIONS. 3.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT GENERAL NOTES 154 18+00 19+00 20+00 21+00 22+00 23+00S01°26'05"W 1377.46' C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 . 6 0 . d w g | L a y o u t : 1 C 1 . 6 2 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 9 : 1 4 : 4 1 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - P A R C E L - I N F O . d w g ; 1 8 2 2 9 - S V - C T R L _ K C . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' SE 1 8 2 N D S T SE 1 8 1 S T S T 108TH AVE SE (SR 515) (108TH-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN 108TH 18+00 TO 108TH 23+00 1C1.62 73 A. VILLAR C. WILCOX G. STEPHAN R-421473 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.RIGHT-OF-WAY AND PROPERTY LINES WITHIN THE PROJECT FOOTPRINT HAVE BEEN RESOLVED BASED ON TITLE REPORTS AND PUBLICLY AVAILABLE DOCUMENTS. BOUNDARY LINES OUTSIDE OF THE PROJECT FOOTPRINT ARE BASED ON PUBLICLY AVAILABLE GIS DATA AND SHOULD NOT BE RELIED UPON FOR DESIGN DECISIONS. 3.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT GENERAL NOTES 23+00 24+00 25+00 26+00 27+00 28+00 PI: 108TH 27+57.10 N: 162652.657 E: 1302949.600 S01°26'05"W 1377.46' C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 . 6 0 . d w g | L a y o u t : 1 C 1 . 6 3 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 9 : 1 5 : 1 6 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - P A R C E L - I N F O . d w g ; 1 8 2 2 9 - S V - C T R L _ K C . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' 108TH AVE SE (SR 515) (108TH-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN 108TH 23+00 TO 108TH 28+00 1C1.63 74 A. VILLAR C. WILCOX G. STEPHAN R-421474 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.RIGHT-OF-WAY AND PROPERTY LINES WITHIN THE PROJECT FOOTPRINT HAVE BEEN RESOLVED BASED ON TITLE REPORTS AND PUBLICLY AVAILABLE DOCUMENTS. BOUNDARY LINES OUTSIDE OF THE PROJECT FOOTPRINT ARE BASED ON PUBLICLY AVAILABLE GIS DATA AND SHOULD NOT BE RELIED UPON FOR DESIGN DECISIONS. 3.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT GENERAL NOTES 40 ' 40 ' 155 108TH 29+59.11, 40.00' LT 108TH 29+59.10, 46.97' LT 108TH 30+33.10, 47.00' LT 108TH 30+33.10, 40.00' LT 108TH 31+91.00, 84.00' RT 108TH 30+85.67, 54.00' RT S01°26'19"W 2727.81' 108TH 30+75.59, 49.04' LT 108TH 30+84.92, 49.25' LT 108TH 30+84.92, 40.00' LT 108TH 30+75.59, 40.00' LT 28+00 29+00 30+00 31+00 32+00 33+00 10 + 0 0 11 + 0 0 186TH 10+00.00 N: 162195.289 E: 1302738.147 N8 9 ° 3 8 ' 5 0 " E 20 0 . 0 0 ' 108TH 32+13.38= N: 162196.520 E: 1302938.144 186TH 12+00.00 25'25' 108TH 31+10.56, 54.00' RT 108TH 31+56.27, 42.00' RT 108TH 31+10.56, 42.00' RT C: \ p w _ w o r k d i r \ d e n 0 0 3 \ j e g _ l e e n 3 \ d 0 6 0 1 3 8 9 \ 1 C 1 . 6 0 . d w g | L a y o u t : 1 C 1 . 6 4 PL O T T E D : J a n 2 9 , 2 0 2 6 - 0 1 : 1 5 : 1 0 p m B y L E E N 3 XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - P A R C E L - I N F O . d w g ; 1 8 2 2 9 - S V - C T R L _ K C . d w g ; X - A E R I A L . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE MARCH 2025G. FRANCO 1134237 KC001396 473K. CHANG YUEN ISSUE FOR CONSTRUCTION MARCH 2025 20'40' SCALE: 1" = 20' 0' 108TH AVE SE (SR 515) (108TH-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN 108TH 28+00 TO 108TH 33+00 1C1.64 75 A. VILLAR C. WILCOX G. STEPHAN / K. CRAIG SPRINGFIELD 64 LLC 10815 SE 184TH LN KC HOUSING AUTHORITY 18415 108TH AVE SE SEA MAIN AND YILIN CHAN 18429 108TH AVE SE 322305-908245 322305-907046 322305-913547 RIGHT-OF-WAY TABLE PROJECT PARCEL NO. PROPERTY OWNER DWG NO.PARCEL NO.PARCEL ADDRESS OWNERSHIP TOTAL (SF) FEE (SF) PERMANENT EASEMENT (SF) COMPENSABLE TEMPORARY CONSTRUCTION EASEMENT (SF) MUTUAL BENEFIT TEMPORARY CONSTRUCTION EASEMENT (SF) TOTAL TEMPORARY CONSTRUCTION EASEMENT (SF) REMAINDER (SF) 45 SPRINGFIELD 64 LLC 1C1.64 3223059082 10815 SE 184TH LN 210,400 0 0 602 0 602 210,400 47 SEA MAIN AND YILIN CHAN 1C1.64 3223059135 18429 108TH AVE SE 10,018 0 0 547 0 547 10,018 SALDIVAR LEOCADIA & SONIA 10808 SE 186TH ST 911710-016054 SE 1 8 4 T H L N SE 1 8 6 T H S T (1 8 6 T H - L I N E ) EXISTING 10' WATER EASEMENT R-421475 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 1 1 1 DCR #7 - 186TH OB STATION CHANGES NAL AHV 01-30-26 DEVELOPMENT ENGINEERING msippo 04/17/2026 02/05/26 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.RIGHT-OF-WAY AND PROPERTY LINES WITHIN THE PROJECT FOOTPRINT HAVE BEEN RESOLVED BASED ON TITLE REPORTS AND PUBLICLY AVAILABLE DOCUMENTS. BOUNDARY LINES OUTSIDE OF THE PROJECT FOOTPRINT ARE BASED ON PUBLICLY AVAILABLE GIS DATA AND SHOULD NOT BE RELIED UPON FOR DESIGN DECISIONS. 3.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT GENERAL NOTES 40 ' 40 ' S01°26'19"W 2727.81' 33+00 34+00 35+00 36+00 37+00 38+00 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 . 6 0 . d w g | L a y o u t : 1 C 1 . 6 5 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 9 : 1 6 : 3 8 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - P A R C E L - I N F O . d w g ; 1 8 2 2 9 - S V - C T R L _ K C . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' 108TH AVE SE (SR 515) (108TH-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN 108TH 33+00 TO 108TH 38+00 1C1.65 76 A. VILLAR C. WILCOX G. STEPHAN R-421476 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 156 38+00 39+00 40+00 41+00 42+00 43+00S01°26'19"W 2727.81' 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.RIGHT-OF-WAY AND PROPERTY LINES WITHIN THE PROJECT FOOTPRINT HAVE BEEN RESOLVED BASED ON TITLE REPORTS AND PUBLICLY AVAILABLE DOCUMENTS. BOUNDARY LINES OUTSIDE OF THE PROJECT FOOTPRINT ARE BASED ON PUBLICLY AVAILABLE GIS DATA AND SHOULD NOT BE RELIED UPON FOR DESIGN DECISIONS. 3.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT GENERAL NOTES C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 . 6 0 . d w g | L a y o u t : 1 C 1 . 6 6 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 9 : 1 7 : 2 2 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - P A R C E L - I N F O . d w g ; 1 8 2 2 9 - S V - C T R L _ K C . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' 108TH AVE SE (SR 515) SE 1 8 7 T H P L (108TH-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN 108TH 38+00 TO 108TH 43+00 1C1.66 77 A. VILLAR C. WILCOX G. STEPHAN R-421477 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 S01°26'19"W 2727.81' 43+00 44+00 45+00 46+00 47+00 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.RIGHT-OF-WAY AND PROPERTY LINES WITHIN THE PROJECT FOOTPRINT HAVE BEEN RESOLVED BASED ON TITLE REPORTS AND PUBLICLY AVAILABLE DOCUMENTS. BOUNDARY LINES OUTSIDE OF THE PROJECT FOOTPRINT ARE BASED ON PUBLICLY AVAILABLE GIS DATA AND SHOULD NOT BE RELIED UPON FOR DESIGN DECISIONS. 3.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT GENERAL NOTES C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 . 6 0 . d w g | L a y o u t : 1 C 1 . 6 7 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 9 : 1 8 : 0 3 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - P A R C E L - I N F O . d w g ; 1 8 2 2 9 - S V - C T R L _ K C . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' 108TH AVE SE (SR 515) (108TH-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN 108TH 43+00 TO 108TH 47+00 1C1.67 78 A. VILLAR C. WILCOX G. STEPHAN R-421478 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 157 40 ' 40 ' S01°26'19"W 2727.81' 47+00 48+00 49+00 50+00 51+00 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.RIGHT-OF-WAY AND PROPERTY LINES WITHIN THE PROJECT FOOTPRINT HAVE BEEN RESOLVED BASED ON TITLE REPORTS AND PUBLICLY AVAILABLE DOCUMENTS. BOUNDARY LINES OUTSIDE OF THE PROJECT FOOTPRINT ARE BASED ON PUBLICLY AVAILABLE GIS DATA AND SHOULD NOT BE RELIED UPON FOR DESIGN DECISIONS. 3.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT GENERAL NOTES 108TH AVE SE (SR 515) C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 . 6 0 . d w g | L a y o u t : 1 C 1 . 6 8 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 9 : 1 8 : 5 0 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - P A R C E L - I N F O . d w g ; 1 8 2 2 9 - S V - C T R L _ K C . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' SE 1 9 0 T H S T (108TH-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN 108TH 47+00 TO 108TH 51+00 1C1.68 79 A. VILLAR C. WILCOX G. STEPHAN R-421479 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 40 ' 40 ' 158 108TH 51+94.27, 40.00' LT 108TH 52+91.84, 48.00' LT 108TH 51+94.27, 48.00' LT 108TH 52+91.84, 40.00' LT S00°54'58"W 1292.52' 51+00 52+00 53+00 54+00 55+00 56+00 PI: 108TH 54+84.92 N: 159925.702 E: 1302881.111 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.RIGHT-OF-WAY AND PROPERTY LINES WITHIN THE PROJECT FOOTPRINT HAVE BEEN RESOLVED BASED ON TITLE REPORTS AND PUBLICLY AVAILABLE DOCUMENTS. BOUNDARY LINES OUTSIDE OF THE PROJECT FOOTPRINT ARE BASED ON PUBLICLY AVAILABLE GIS DATA AND SHOULD NOT BE RELIED UPON FOR DESIGN DECISIONS. 3.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT GENERAL NOTES C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 . 6 0 . d w g | L a y o u t : 1 C 1 . 6 9 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 9 : 1 9 : 2 7 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - P A R C E L - I N F O . d w g ; 1 8 2 2 9 - S V - C T R L _ K C . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' 108TH AVE SE (SR 515) SE 1 9 2 N D S T (108TH-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN 108TH 51+00 TO 108TH 56+00 1C1.69 80 A. VILLAR C. WILCOX G. STEPHAN FRIENDLY FUELS INC 19044 108TH AVE SE 322305-903548 RIGHT-OF-WAY TABLE PROJECT PARCEL NO. PROPERTY OWNER DWG NO.PARCEL NO.PARCEL ADDRESS OWNERSHIP TOTAL (SF) FEE (SF) PERMANENT EASEMENT (SF) COMPENSABLE TEMPORARY CONSTRUCTION EASEMENT (SF) MUTUAL BENEFIT TEMPORARY CONSTRUCTION EASEMENT (SF) TOTAL TEMPORARY CONSTRUCTION EASEMENT (SF) REMAINDER (SF) 48 FRIENDLY FUELS INC 1C1.69 3223059035 19044 108TH AVE SE 30,187 0 0 781 0 781 30,187 CITY OF RENTON CITY OF KENT SEE VOLUME 2 SHEET 2C1.01 R-421480 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 EXCAVATION, IRRIGATION, ARBORIST 27R -RAYWOOD ASH 11.4 15 SIGNIFICANT RETAIN FENCING, SIGNAGE 28R -COLORADO SPRUCE 15.8 20 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION, ARBORIST 29R -BOXELDER 16.6 35 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, PRUNING, ALTERNATIVE EXCAVATION, IRRIGATION 30R -OREGON ASH 23.3 29 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION 31R -EUROPEAN BIRCH 10.5 13 NON-SIGNIFICANT REMOVE 32R -DOUGLAS-FIR 12.0 15 SIGNIFICANT RETAIN FENCING, SIGNAGE 43R -JAPANESE FLOWERING CHERRY 7.7 12 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, PRUNING, ALTERNATIVE EXCAVATION, IRRIGATION, ARBORIST 44R -COMMON PEAR 7.7 10 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION 45R -COMMON PEAR 7.0 9 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION 46R -PURPLE LEAF PLUM 19.0 24 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION 121R -COMMON PEAR 5.0 6 NON-SIGNIFICANT RETAIN NONE 122R -JAPANESE FLOWERING CHERRY 14.0 18 SIGNIFICANT RETAIN NONE 127 TRE-16674 INCENSE CEDAR 5.3 7 NON-SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, IRRIGATION 128 TRE-16675 INCENSE CEDAR 5.4 7 NON-SIGNIFICANT RETAIN FENCING, SIGNAGE 129 TRE-16676 AMERICAN BASSWOOD 4.7 7 NON-SIGNIFICANT RETAIN FENCING, SIGNAGE 130R -WESTERN RED CEDAR 6.7 8 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION, ARBORIST 131R -WESTERN RED CEDAR 5.0 6 NON-SIGNIFICANT RETAIN FENCING, SIGNAGE 132R -RED MAPLE 5.6 8 NON-SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION, ARBORIST 133R -RED MAPLE 5.8 9 NON-SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION, ARBORIST 134R -WESTERN RED CEDAR 5.7 7 NON-SIGNIFICANT RETAIN FENCING, SIGNAGE 135R -WESTERN RED CEDAR 5.8 7 NON-SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION, ARBORIST 136R -WESTERN RED CEDAR 4.0 5 NON-SIGNIFICANT RETAIN FENCING, SIGNAGE 137R -RED MAPLE 7.0 10 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION, ARBORIST 138R -RED MAPLE 5.5 9 NON-SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION, ARBORIST 139R -RED MAPLE 7.9 13 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION, ARBORIST 140 TRE-16673 AMERICAN BASSWOOD 3.5 6 NON-SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION 141 TRE-16672 SCOTS PINE 3.0 4 NON-SIGNIFICANT RETAIN FENCING, SIGNAGE 142 TRE-16671 SCOTS PINE 3.0 4 NON-SIGNIFICANT RETAIN FENCING, SIGNAGE 148 -HINOKI CYPRESS 3.0 4 NON-SIGNIFICANT RETAIN NONE 149R -HAWTHORNE SP.6.0 8 SIGNIFICANT RETAIN FENCING, SIGNAGE 150R -HAWTHORNE SP.6.0 8 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION 2039 -AUSTRIAN PINE 6.7 8 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, IRRIGATION 2040 -AUSTRIAN PINE 8.7 11 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION 2041 -HINOKI CYPRESS 4.5 6 NON-SIGNIFICANT RETAIN FENCING, SIGNAGE 2042 -HINOKI CYPRESS 4.5 6 NON-SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING 2043 -MUGO PINE 6.8 11 SIGNIFICANT REMOVE 2044 -RED MAPLE 6.1 8 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, IRRIGATION 2045 TRE-24239 MOUNTAIN HEMLOCK 5.1 6 NON-SIGNIFICANT REMOVE 2046 TRE-06066 LITTLE-LEAF LINDEN 14.6 18 SIGNIFICANT REMOVE 2047 TRE-06067 LITTLE-LEAF LINDEN 11.1 14 SIGNIFICANT REMOVE 2048 TRE-01313 LITTLE-LEAF LINDEN 10.9 14 SIGNIFICANT REMOVE TRE-01314 RED MAPLE SIGNIFICANT REMOVE 6 FT. HT. CHAIN LINK TREE PROTECTION FENCE. KEEP OUT TREE PROTECTION ZONE AREA 11" x 17" LAMINATED SIGN INSTALLED EVERY 50 FT. IN ACCORDANCE WITH THE TEMPORARY TREE PROTECTION SPECIFICATIONS. STEEL POSTS OR APPROVED EQUAL. ABOVEGROUND PRECAST BLOCK FOOTINGS PERMISSIBLE. 5" THICK LAYER OF WOOD CHIP MULCH, EXCEPT OVER EXISTING SOD. MAINTAIN EXISTING GRADE WITHIN THE TREE PROTECTION FENCE UNLESS OTHERWISE INDICATED ON THE DRAWINGS. NOTES: 1.NO PRUNING OF LIMBS EQUAL TO OR GREATER THAN 2-IN DIAMETER SHALL BE PERFORMED UNLESS UNDER THE DIRECTION OF THE PROJECT ARBORIST. 2.NO EQUIPMENT SHALL BE STORED OR OPERATED INSIDE THE PROTECTIVE FENCING INCLUDING DURING FENCE INSTALLATION AND REMOVAL. 3.NO STORAGE OF MATERIALS OR FOOT TRAFFIC SHALL OCCUR INSIDE THE PROTECTIVE FENCING. 4.UNAUTHORIZED ACTIVITIES IN TREE PROTECTION AREA SHALL REQUIRE EVALUATION BY THE PROJECT ARBORIST TO IDENTIFY IMPACTS AND MITIGATION REQUIRED. 5.EXPOSED ROOTS: ROOT PRUNING FOR DAMAGED ROOTS EQUAL TO OR GREATER THAN 2-IN DIAMETER SHALL BE PERFORMED UNDER THE SUPERVISION OF THE PROJECT ARBORIST. ROOT PRUNING FOR DAMAGED ROOTS LESS THAN 2-IN DIAMETER, MAKE A CLEAN STRAIGHT CUT TO SOIL LINE TO REMOVED DAMAGED PORTION AND INFORM THE PROJECT ARBORIST. ALL EXPOSED ROOTS SHALL BE KEPT COVERED WITH WETTED BURLAP UNTIL BACKFILLED AND COVERED WITH NEW SOIL. 6.TREE PROTECTION ZONE (TPZ) SHALL BE INSPECTED AND APPROVED PRIOR TO ANY GROUND DISTURBANCE. 7.SEE TEMPORARY TREE PROTECTION SPECIFICATIONS FOR SUPPLEMENTAL WATERING REQUIREMENTS WITHIN THE TPZ. CROWN DRIP LINE OR OTHER LIMIT OF TREE PROTECTION ZONE AREA. SEE TEMPORARY TREE PROTECTION PLAN. SECTION VIEW TREE INVENTORY TABLE - CITY OF RENTON TREE TAG ID RENTON ASSETID SPECIES COMMON SINGLE-STEM EQUIVALENT DBH (INCHES) TREE PROTECTION ZONE RADIUS (FEET) SIGNIFICANCE DETERMINATION TREE PROTECTION NOTES 5R -WEEPING HIGAN CHERRY 5.4 7 NON-SIGNIFICANT RETAIN FENCING, SIGNAGE 6R -AUSTRIAN PINE 22.0 28 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION, ARBORIST 7R -AUSTRIAN PINE 17.4 22 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION, ARBORIST 8R -AUSTRIAN PINE 12.3 15 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION, ARBORIST 9R -AUSTRIAN PINE 16.8 21 NON-SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION, ARBORIST 10R -AUSTRIAN PINE 14.9 0 NON-SIGNIFICANT RETAIN NONE 11R -AUSTRIAN PINE 14.9 0 NON-SIGNIFICANT RETAIN NONE 12RX -AUSTRIAN PINE 12.8 0 NOT APPLICABLE REMOVED BY OTHERS 13RX -AUSTRIAN PINE 8.2 0 NOT APPLICABLE REMOVED BY OTHERS 14R -AUSTRIAN PINE 16.7 21 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION, ARBORIST 17R -HAWTHORNE SP.5.8 11 NON-SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION, ARBORIST 22R TRE-37070 BLACK CHERRY 7.0 26 SIGNIFICANT - WSDOT CAT 2 RETAIN FENCING, SIGNAGE 23R -WILD CHERRY 17.5 40 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, IRRIGATION 24R TRE-37178 BIG LEAF MAPLE 19.8 29 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, IRRIGATION 25R -SPRUCE SP.12.0 0 NON-SIGNIFICANT RETAIN NONE 26R -RAYWOOD ASH 10.0 16 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION, ARBORIST RAYWOOD ASH 11.4 15 SIGNIFICANT RETAIN FENCING, SIGNAGE TREE INVENTORY TABLE - CITY OF RENTON TREE TAG ID RENTON ASSETID SPECIES COMMON SINGLE-STEM EQUIVALENT DBH (INCHES) TREE PROTECTION ZONE RADIUS (FEET) SIGNIFICANCE DETERMINATION TREE PROTECTION NOTES WEEPING HIGAN CHERRY NON-SIGNIFICANT RETAIN FENCING, SIGNAGE C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 4 . 0 A . d w g | L a y o u t : 1 C 4 . 0 A PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 3 : 0 7 : 5 0 p m B y C W I L C O X XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN STA T E O F W A SHIN G T O N LI C E N S E D LANDSCA P E A R C HITECT N O . 1427 EX P. 1 2 /0 8/25 CHANT E N O ELLA FL O R E A N I AD-READY SUBMITTAL RENTON SEGMENT TREE INVENTORY & TREE PROTECTION DETAILS 1C4.0A 81 C. FLOREANI C. FLOREANI T. GOEPPINGER SCALE: TREE PROTECTION DETAIL NTS A 1C4.00A R-421481 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/11/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 TREE INVENTORY TABLE - CITY OF RENTON TREE TAG ID RENTON ASSETID SPECIES COMMON SINGLE-STEM EQUIVALENT DBH (INCHES) TREE PROTECTION ZONE RADIUS (FEET) SIGNIFICANCE DETERMINATION TREE PROTECTION NOTES WEEPING HIGAN CHERRY NON-SIGNIFICANT RETAIN FENCING, SIGNAGE LITTLE-LEAF LINDEN 2049 TRE-01314 RED MAPLE 19.4 24 SIGNIFICANT REMOVE 2050 TRE-01315 RED MAPLE 20.4 26 SIGNIFICANT REMOVE 2051 -DEODAR CEDAR 8.0 10 SIGNIFICANT REMOVE 2052 TRE-01316 RED MAPLE 23.8 30 SIGNIFICANT REMOVE 2053 TRE-01317 RED MAPLE 20.7 26 SIGNIFICANT REMOVE 2054 TRE-01318 RED MAPLE 18.9 24 SIGNIFICANT REMOVE 2055 TRE-01319 RED MAPLE 9.4 13 SIGNIFICANT REMOVE 2056 -DEODAR CEDAR 11.0 14 SIGNIFICANT REMOVE 2057 -DEODAR CEDAR 9.9 14 SIGNIFICANT REMOVE 2058 TRE-06068 RED MAPLE 21.6 27 SIGNIFICANT REMOVE 2059 TRE-06069 RED MAPLE 21.2 27 SIGNIFICANT REMOVE 2060 TRE-06070 RED MAPLE 20.8 26 SIGNIFICANT REMOVE 2061 TRE-06071 RED MAPLE 19.4 24 SIGNIFICANT REMOVE 2062 TRE-06072 RED MAPLE 19.4 24 SIGNIFICANT REMOVE 2063 TRE-06073 RED MAPLE 20.7 26 SIGNIFICANT REMOVE 2064 TRE-06074 LITTLE-LEAF LINDEN 11.2 14 SIGNIFICANT REMOVE 2065 -LITTLE-LEAF LINDEN 10.0 13 SIGNIFICANT REMOVE 2066 -FREEMAN MAPLE 17.3 22 SIGNIFICANT REMOVE 2067 -FREEMAN MAPLE 19.3 24 SIGNIFICANT REMOVE 2068 -AUSTRIAN PINE 5.1 6 NON-SIGNIFICANT REMOVE 2069 -AUSTRIAN PINE 7.6 10 SIGNIFICANT REMOVE 2070 -AUSTRIAN PINE 8.8 11 SIGNIFICANT REMOVE 2071 -FREEMAN MAPLE 19.5 24 SIGNIFICANT REMOVE 2072 -DOUGLAS-FIR 10.1 13 SIGNIFICANT REMOVE 2073 -AUSTRIAN PINE 18.7 23 SIGNIFICANT REMOVE 2074 -AUSTRIAN PINE 17.9 22 SIGNIFICANT REMOVE 2075 -DOUGLAS-FIR 15.8 20 SIGNIFICANT REMOVE 2076 -DOUGLAS-FIR 7.6 10 NON-SIGNIFICANT REMOVE 2077 -DOUGLAS-FIR 11.4 15 SIGNIFICANT REMOVE 2078 -DOUGLAS-FIR 17.8 22 SIGNIFICANT REMOVE 2079 -DOUGLAS-FIR 11.8 15 SIGNIFICANT REMOVE 2080 -DOUGLAS-FIR 11.9 15 SIGNIFICANT REMOVE 2081 -DOUGLAS-FIR 11.9 15 SIGNIFICANT REMOVE 2082 -DOUGLAS-FIR 16.7 21 SIGNIFICANT REMOVE 2083 -FREEMAN MAPLE 17.3 22 SIGNIFICANT REMOVE 2084 -FREEMAN MAPLE 9.4 12 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, PRUNING, ALTERNATIVE EXCAVATION, IRRIGATION, ARBORIST 2085 -FREEMAN MAPLE 13.9 17 SIGNIFICANT REMOVE 2086 -FREEMAN MAPLE 15.4 19 SIGNIFICANT REMOVE 2087 -SHORE PINE 12.7 16 SIGNIFICANT REMOVE 2088 -FREEMAN MAPLE 14.3 18 SIGNIFICANT REMOVE 2089 -FREEMAN MAPLE 12.2 15 SIGNIFICANT REMOVE 2090 -FREEMAN MAPLE 9.5 12 SIGNIFICANT REMOVE 2093 -FREEMAN MAPLE 11.0 14 SIGNIFICANT REMOVE 2095 -FREEMAN MAPLE 4.6 6 NON-SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION 2096 -FREEMAN MAPLE 8.2 10 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING 2097 -FREEMAN MAPLE 11.8 15 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION, ARBORIST 2098 -FREEMAN MAPLE 8.7 11 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING 2099X -AUSTRIAN PINE 17.5 22 NOT APPLICABLE REMOVED BY OTHERS 2100 -NORTHERN RED OAK 8.7 14 SIGNIFICANT REMOVE 2101 -RED MAPLE 8.0 15 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION 2102 -RED MAPLE 10.4 17 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION, ARBORIST FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION, ARBORIST 2103 -RED MAPLE 6.7 12 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION 2104 -RED MAPLE 4.8 12 NON-SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION 2105 -AUSTRIAN PINE 17.8 22 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION, ARBORIST 2106 TRE-16605 RED MAPLE 13.3 17 SIGNIFICANT REMOVE 2107 TRE-16604 RED MAPLE 10.3 17 SIGNIFICANT REMOVE 2108 TRE-16603 RED MAPLE 11.1 14 SIGNIFICANT REMOVE 2109 -HAWTHORNE SP.6.2 15 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION, ARBORIST 2110 TRE-24316 HAWTHORNE SP.5.9 11 NON-SIGNIFICANT REMOVE 2111 TRE-16602 WASHINGTON HAWTHORN 7.2 11 SIGNIFICANT REMOVE 2112 TRE-16599 AUSTRIAN PINE 14.0 19 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION, ARBORIST 2113 TRE-16598 AUSTRIAN PINE 15.7 20 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION, ARBORIST 2114 TRE-16597 AUSTRIAN PINE 21.5 27 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION, ARBORIST 2115 TRE-16596 AUSTRIAN PINE 13.2 17 SIGNIFICANT RETAIN FENCING, SIGNAGE 2116 TRE-16595 AUSTRIAN PINE 13.3 18 SIGNIFICANT RETAIN FENCING, SIGNAGE 2117 TRE-16594 AUSTRIAN PINE 14.0 18 SIGNIFICANT RETAIN FENCING, SIGNAGE 2118 TRE-16592 RED MAPLE 11.0 14 SIGNIFICANT RETAIN FENCING, SIGNAGE 2128 -FREEMAN MAPLE 15.2 19 SIGNIFICANT REMOVE 2129 -FREEMAN MAPLE 7.8 10 SIGNIFICANT REMOVE 2130 -FREEMAN MAPLE 12.0 15 SIGNIFICANT REMOVE 2131 -FREEMAN MAPLE 11.2 14 SIGNIFICANT REMOVE 2132 -FREEMAN MAPLE 7.8 10 SIGNIFICANT REMOVE 2133 -FREEMAN MAPLE 10.8 14 SIGNIFICANT REMOVE 2134 -FREEMAN MAPLE 11.8 15 SIGNIFICANT REMOVE 2135 -FREEMAN MAPLE 9.5 12 SIGNIFICANT REMOVE 2136 -SWEETGUM 6.7 8 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, IRRIGATION 2137 -WEEPING HIGAN CHERRY 4.5 6 NON-SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION 2138 -CRABAPPLE SP.4.2 10 NON-SIGNIFICANT RETAIN NONE 2139 -WEEPING HIGAN CHERRY 7.5 9 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION 2140 -WEEPING HIGAN CHERRY 8.6 11 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, ARBORIST, IRRIGATION 2141 TRE-37158 BLACK LOCUST 16.7 26 SIGNIFICANT - WSDOT CAT 2 RETAIN FENCING, SIGNAGE, MULCHING, IRRIGATION 2142 -RED ALDER 7.5 9 SIGNIFICANT - WSDOT CAT 2 RETAIN NONE 2143 -ENGLISH HOLLY 5.8 7 SIGNIFICANT - WSDOT CAT 2 RETAIN NONE 2144 TRE-37148 WILD CHERRY 27.9 35 SIGNIFICANT - WSDOT CAT 2 RETAIN FENCING, SIGNAGE, MULCHING 2145 -OREGON ASH 38.0 48 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION 2146 -JAPANESE MAPLE 9.4 17 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION, ARBORIST 2147 -JAPANESE MAPLE 8.0 14 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION, ARBORIST 2148 -JAPANESE MAPLE 6.2 10 SIGNIFICANT REMOVE 2149 -JAPANESE MAPLE 11.7 15 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION, ARBORIST 2150 -JAPANESE MAPLE 11.4 14 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION, ARBORIST 2151 -JAPANESE MAPLE 11.0 14 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION, ARBORIST JAPANESE MAPLE SIGNIFICANT RETAIN FENCING, SIGNAGE TREE INVENTORY TABLE - CITY OF RENTON TREE TAG ID RENTON ASSETID SPECIES COMMON SINGLE-STEM EQUIVALENT DBH (INCHES) TREE PROTECTION ZONE RADIUS (FEET) SIGNIFICANCE DETERMINATION TREE PROTECTION NOTES WEEPING HIGAN CHERRY NON-SIGNIFICANT FENCING, SIGNAGE C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 4 . 0 A . d w g | L a y o u t : 1 C 4 . 0 B PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 3 : 0 8 : 0 5 p m B y C W I L C O X XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN STA T E O F W A SHIN G T O N LI C E N S E D LANDSCA P E A R C HITECT N O . 1427 EX P. 1 2 /0 8/25 CHANT E N O ELLA FL O R E A N I AD-READY SUBMITTAL RENTON SEGMENT TREE INVENTORY & TREE PROTECTION DETAILS 1C4.0B 82 C. FLOREANI C. FLOREANI T. GOEPPINGER R-421482 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/11/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 EXCAVATION, IRRIGATION, ARBORIST 2152 -JAPANESE MAPLE 13.0 16 SIGNIFICANT RETAIN FENCING, SIGNAGE 2153 -JAPANESE MAPLE 6.9 9 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION, ARBORIST 2154 -JAPANESE FLOWERING CHERRY 11.3 15 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, PRUNING, ALTERNATIVE EXCAVATION, IRRIGATION, ARBORIST 2155 -VINE MAPLE 4.7 7 NON-SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION, ARBORIST 2156 -PERSIAN IRONWOOD 10.0 14 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, PRUNING, ALTERNATIVE EXCAVATION, IRRIGATION, ARBORIST 2157 -LAVALLE HAWTHORN 10.8 14 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION, ARBORIST 2158 TRE-09285 BIG LEAF MAPLE 12.7 17 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING 2159 TRE-08790 SWEETGUM 13.0 18 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION, ARBORIST 2160 -KATSURA TREE 9.5 13 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING 2161 -SWEETGUM 11.7 17 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION, ARBORIST 2162 -KATSURA TREE 9.1 13 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION, ARBORIST 2174 -CHERRY LAUREL 9.8 22 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, PRUNING, IRRIGATION 2175 -DOUGLAS-FIR 17.6 22 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION 2176 -DOUGLAS-FIR 17.9 22 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION 2177 -DOUGLAS-FIR 8.6 13 SIGNIFICANT RETAIN NONE 2178 -RED MAPLE 8.5 15 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION 2181 -DOUGLAS-FIR 16.9 24 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION, ARBORIST 2182 -DOUGLAS-FIR 16.9 24 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION, ARBORIST 2183 -DOUGLAS-FIR 11.3 24 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION, ARBORIST 2184 -DOUGLAS-FIR 15.6 24 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION, ARBORIST 2185 -DOUGLAS-FIR 9.0 24 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION, ARBORIST 2186 -DOUGLAS-FIR 18.2 24 SIGNIFICANT REMOVE 2187 -DOUGLAS-FIR 13.9 24 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION, ARBORIST 2188 -DOUGLAS-FIR 14.4 18 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION, ARBORIST 2189 -DOUGLAS-FIR 15.3 19 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION, ARBORIST 2190 -DOUGLAS-FIR 16.0 20 SIGNIFICANT RETAIN NONE 2191 -DOUGLAS-FIR 10.6 13 SIGNIFICANT RETAIN NONE 2370 -JAPANESE FLOWERING CHERRY 12.5 18 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, PRUNING, ALTERNATIVE EXCAVATION, IRRIGATION, ARBORIST 2371 -PACIFIC WILLOW 16.9 21 SIGNIFICANT RETAIN FENCING, SIGNAGE 2450 -DOUGLAS-FIR 21.0 26 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION, ARBORIST 2451 -DOUGLAS-FIR 21.0 26 SIGNIFICANT REMOVE 2452 -DOUGLAS-FIR 16.0 20 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION, ARBORIST 2453 -DOUGLAS-FIR 17.0 21 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION, ARBORIST FENCING, SIGNAGE, MULCHING, ALTERNATIVE TREE INVENTORY TABLE - CITY OF RENTON TREE TAG ID RENTON ASSETID SPECIES COMMON SINGLE-STEM EQUIVALENT DBH (INCHES) TREE PROTECTION ZONE RADIUS (FEET) SIGNIFICANCE DETERMINATION TREE PROTECTION NOTES WEEPING HIGAN CHERRY NON-SIGNIFICANT FENCING, SIGNAGE EXCAVATION, IRRIGATION, ARBORIST 2454 -DOUGLAS-FIR 14.0 18 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION, ARBORIST 2455 -DOUGLAS-FIR 15.4 19 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION, ARBORIST 2456 -DOUGLAS-FIR 13.8 17 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION, ARBORIST 2457 -DOUGLAS-FIR 6.2 14 SIGNIFICANT RETAIN NONE 2458 -DOUGLAS-FIR 11.2 16 SIGNIFICANT RETAIN NONE 2459 -SHORE PINE 9.0 0 NON-SIGNIFICANT RETAIN NONE 2460 -FREEMAN MAPLE 11.5 14 SIGNIFICANT RETAIN FENCING, SIGNAGE 2461 -FREEMAN MAPLE 9.5 12 SIGNIFICANT RETAIN FENCING, SIGNAGE 2462 -RED MAPLE 10.7 15 SIGNIFICANT REMOVE 2471 TRE-08307 SWEETGUM 14.6 18 SIGNIFICANT REMOVE 2474 TRE-08284 SWEETGUM 20.9 26 SIGNIFICANT REMOVE 2475 TRE-08285 SWEETGUM 11.7 15 SIGNIFICANT REMOVE 2476 TRE-08286 SWEETGUM 14.1 18 SIGNIFICANT REMOVE 2477 TRE-08287 SWEETGUM 11.3 16 SIGNIFICANT RETAIN FENCING, SIGNAGE 2482 TRE-03136 KATSURA TREE 9.5 16 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION 2483 -KATSURA TREE 10.3 13 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, IRRIGATION 2484 -KATSURA TREE 12.8 16 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION, ARBORIST 2485 TRE-08305 KATSURA TREE 12.2 15 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION, ARBORIST 2486 -KATSURA TREE 11.5 14 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION, ARBORIST 2487 -KATSURA TREE 9.5 12 SIGNIFICANT RETAIN NONE 2488 -KATSURA TREE 10.4 13 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING 2489 TRE-08789 SWEETGUM 14.5 18 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, IRRIGATION 2490 TRE-08788 SWEETGUM 12.5 16 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, IRRIGATION 2492 -NORTHERN RED OAK 16.2 24 SIGNIFICANT RETAIN NONE 2493 -NORTHERN RED OAK 16.4 24 SIGNIFICANT RETAIN FENCING, SIGNAGE, ALTERNATIVE EXCAVATION, IRRIGATION 2494 -NORTHERN RED OAK 19.3 24 SIGNIFICANT RETAIN NONE 2495 -PAPER BIRCH 8.7 11 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING 7899 -ENGLISH HOLLY 7.7 10 SIGNIFICANT RETAIN NONE 7900 -ENGLISH HOLLY 5.0 7 NON-SIGNIFICANT RETAIN NONE TREE INVENTORY TABLE - CITY OF RENTON TREE TAG ID RENTON ASSETID SPECIES COMMON SINGLE-STEM EQUIVALENT DBH (INCHES) TREE PROTECTION ZONE RADIUS (FEET) SIGNIFICANCE DETERMINATION TREE PROTECTION NOTES WEEPING HIGAN CHERRY NON-SIGNIFICANT FENCING, SIGNAGE C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 4 . 0 A . d w g | L a y o u t : 1 C 4 . 0 C PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 3 : 0 8 : 2 1 p m B y C W I L C O X XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN STA T E O F W A SHIN G T O N LI C E N S E D LANDSCA P E A R C HITECT N O . 1427 EX P. 1 2 /0 8/25 CHANT E N O ELLA FL O R E A N I AD-READY SUBMITTAL RENTON SEGMENT TREE INVENTORY & TREE PROTECTION DETAILS 1C4.0C 83 C. FLORIANI C. FLORIANI T. GOEPPINGER NOTE: TREE INVENTORY CONDUCTED BY TYSON GOEPPINGER, ISA CERTIFIED ARBORIST PN-7491AUM. R-421483 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/11/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 SITE PREP LEGEND SITE RESTORATION NOTES 1.UNLESS SPECIFIED OTHERWISE, RESTORE SITE TO MATCH EXISTING CONDITIONS WHERE FOUNDATIONS OF SHELTERS, PEDESTRIAN LIGHT POSTS AND OTHER SITE FURNITURE ARE REMOVED. FILL EXCAVATED AREAS WITH STRUCTURAL FILL AND COMPACT TO 95 PERCENT OF PROCTOR DENSITY. RESTORATION WORK SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO LAWN BY SODDING; SURFACING WITH MATCHING BEAUTY BARKS; AND SIDEWALK/PATHWAY REPAIRS THAT MATCH EXISTING MATERIALS, COLOR, AND TEXTURE. 2.REFER TO CORRESPONDING ELECTRICAL SITE PLANS FOR ELECTRICAL WORK, INCLUDING CONDUIT RUNS, POWER PEDESTAL FOUNDATION AND DETAILS; CONDUIT ENTRY POINTS AT SHELTER/TECH PYLON FOUNDATIONS, AND PEDESTRIAN LEVEL LUMINARIES; AND CONNECTION POINTS TO POWER SOURCE. RESTORE TO MATCH EXISTING ASPHALT PAVEMENT, LANDSCAPED AREAS, AND CONCRETE SIDEWALK OVER TRENCHES EXCAVATED FOR ELECTRICAL WORK. 3.PRIOR TO WORKING ON EXISTING SPRINKLER IRRIGATION SYSTEMS, TEST IN THE PRESENCE OF THE PROJECT REPRESENTATIVE AND RECORD THE SYSTEM CONDITION. UPON COMPLETION OF THE CONTRACT WORK, TEST AGAIN TO SATISFY THE PROJECT REPRESENTATIVE THAT THE CONDITION OF THE SYSTEM MEETS THE REQUIREMENT OF THIS CONTRACT. 4.FOOTINGS SHALL BE PLACED TO ENSURE THE SHELTER IS A MINIMUM THREE FEET FROM FACE OF CURB TO THE VERTICAL STRUCTURE; WHICH INCLUDES CANTILEVER OVERHANG (THE FRONT OF SHELTER ROOF) AND EDGE OF THE SHELTER IF PLACED REVERSE TO CURB. REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING PLANE BITUMINOUS PAVEMENT, 2 INCHES MIN (TYP) SAWCUT, FULL DEPTH REMOVAL ITEM//////// WORK IN RIGHT-OF-WAY AND WITHIN PRIVATE PROPERTY EASEMENTS 1.WHEN THE WORK SITE IS UNATTENDED, INSTALL A SIGN WITH MINIMUM TWO-INCH LETTERS STATING PERMITTEE OR COMPANY NAME, AND DAY AND EVENING PHONE NUMBERS. 2.INSTALL BARRICADES, SIGNS, WARNING LIGHTS, AND SAFETY DEVICES SUFFICIENT TO NOTIFY PUBLIC OF OBSTRUCTIONS OR TRAFFIC HAZARDS. DEVICES MUST REMAIN UNTIL THE OBSTRUCTIONS OR TRAFFIC HAZARDS ARE CLEARED. 3.MAINTAIN ACCESS TO FIRE STATIONS, FIRE HYDRANTS, FIRE ESCAPES, AND FIRE FIGHTING EQUIPMENT. 4.MAINTAIN ACCESS TO PROPERTY AND BUSINESSES ADJOINING THE SITES OF WORK. FURNISH, INSTALL AND MAINTAIN TEMPORARY "BUSINESSES ARE OPEN" SIGNS AT LOCATION DESIGNATED BY THE PROJECT REPRESENTATIVE. REMOVE UPON COMPLETION OF WORK. 5.PRESERVE AND PROTECT ALL PROPERTIES ADJOINING THE SITES OF WORK. 6.RESTORE AREAS DISTURBED BY THE WORK TO ORIGINAL OR BETTER CONDITION. REPAIR OR REPLACE DAMAGED ITEMS AS DIRECTED BY AND TO THE SATISFACTION OF THE PROJECT REPRESENTATIVE. 7.DO NOT DISTURB SURVEY MONUMENTS AND MARKERS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM THE CITY HAVING JURISDICTION AND FROM THE PROJECT REPRESENTATIVE. REPLACEMENT OR RESETTING OF DISTURBED MONUMENTS AND MARKERS SHALL BE BY A WASHINGTON STATE LICENSED LAND SURVEYOR. 8.INSTALL TEMPORARY ADA-COMPLIANT SIDEWALK OR CURB RAMPS IF PERMANENT RAMPS OR ADA PATHS ARE BLOCKED. IF IT IS INFEASIBLE TO PROVIDE TEMPORARY SIDEWALK/RAMPS, PROVIDE APPROPRIATE ACCESS DETOURS, WITH THE CORRESPONDING SIGNAGE AND AT LOCATIONS APPROVED BY THE PROJECT REPRESENTATIVE. 9.REFER TO PROJECT SPECIFICATIONS FOR REQUIREMENTS ON OPEN EXCAVATIONS. 10.MATERIAL STOCKPILING AT THE SITES OF WORK SHALL BE MAINTAINED TO A MINIMUM AND ONLY AS APPROVED BY CITY INSPECTORS, AFFECTED PROPERTY OWNERS AND THE PROJECT REPRESENTATIVE. MATERIALS SHALL BE STORED AS NECESSARY TO PROTECT THE PUBLIC. 11.WHERE TRAFFIC LANES AND SIDEWALK CLOSURES ARE REQUIRED, IMPLEMENT THEM AS NECESSARY TO MINIMIZE PUBLIC IMPACT AND IN STRICT CONFORMANCE WITH THE CORRESPONDING, AGENCY-APPROVED, TRAFFIC CONTROL PLANS. 12.UNLESS INDICATED OTHERWISE IN THE CONDITIONS OF THE CORRESPONDING PERMITS, COMPLETE CONCRETE AND OTHER SURFACING OR RESURFACING WORK UNDER THE FOLLOWING SCHEDULE: A.IN PRINCIPAL ARTERIALS AND MAJOR COLLECTOR STREETS: WITHIN 3 CALENDAR DAYS. B.IN OTHER STREETS: WITHIN 7 CALENDAR DAYS. DEMOLITION NOTES 1.CALL 811 "CALL BEFORE YOU DIG" FOR LOCATING UNDERGROUND UTILITIES AT LEAST 48 HOURS PRIOR TO BEGINNING SITE WORK. 2.REFER TO PROJECT SPECIFICATIONS TO COORDINATE WORK WITH KING COUNTY METRO TRANSIT CONSTRUCTION COORDINATION. THIS INCLUDES BUT NOT LIMITED TO ANY BUS STOP CLOSURES OR ESTABLISHMENT OF INTERIM BUS ZONES. 3.WHEN ENCOUNTERING CONSTRUCTION SITES WITH EXISTING TRANSIT FURNITURE SUCH AS SHELTERS, PEDESTRIAN LIGHT POST AND LUMINARIES, BENCHES, LITTER RECEPTABLES AND BUS STOP SIGNS AND POSTS EXIST, CALL TRANSIT SOUTH FACILITIES, SEE SPECIFICATIONS FOR CONTACT, AT LEAST 3 WEEKS PRIOR TO MOBILIZATION SO THEY CAN HAVE THE FURNITURE AND FIXTURES REMOVED AND SALVAGED TO METRO TRANSIT. 4.REMOVE DEMOLITION DEBRIS FROM THE WORK SITES AT THE END OF EACH DAY AND DISPOSE OF IT AT LEGALLY APPROVED SITES. CLEAN EACH SITE TO THE SATISFACTION OF THE PROJECT REPRESENTATIVE AT THE END OF EACH DAY. 5.UNLESS OTHERWISE SPECIFIED ON THE SITE PLANS, EXISTING PEDESTRIAN LIGHT POLE FOUNDATIONS DESIGNATED TO BE REMOVED SHALL BE TAKEN OUT ENTIRELY. ELECTRICAL CONNECTORS SHALL BE REMOVED FROM THE CONDUITS FROM HAND-HOLE TO THE EXISTING FOUNDATION. IF THE CONDUIT IS EXPOSED, REMOVE IT FROM FOUNDATION TO THE HANDHOLE, OTHERWISE CAP OR PLUG AND ABANDON IN PLACE. PLUG CONDUIT HOLE AT HAND-HOLE. IF SPECIFIED ON THE SITE PLANS FOR AN ELECTRICAL HANDHOLE TO BE REMOVED, DE-ENERGIZE AND REMOVE ELECTRICAL CONDUCTORS ALL THE WAY TO THE SOURCE, ABANDON THE CONDUIT IN PLACE AND CAP ITS ENDS WITH EPOXY. THEN, REMOVE THE HANDHOLE AND RESTORE SITE TO MATCH EXISTING. 6.SAWCUT PAVEMENT TO BE REMOVED TO STRAIGHT VERTICAL LINES. SIDEWALK PANELS SHALL BE REMOVED TO THE NEAREST SCORE-LINES OR CONSTRUCTION JOINTS. FIELD-VERIFY LOCATION OF SCORE-LINES AND CONSTRUCTION JOINTS. SITE PREPARATION GENERAL NOTES TREE PROTECTION NOTES 1.TREE PROTECTION FENCING TO BE INSTALLED PRIOR TO ANY GROUND DISTURBANCE WORK. 2.WORK WITHIN THE TPZ SHALL BE PERFORMED IN ACCORDANCE WITH THE TEMPORARY TREE PROTECTION SPECIFICATIONS AND THE APPROVED PROTECTED TREE & PLANT MAINTENANCE PLAN. 1.UNLESS OTHER WISE NOTED, ALL DIMENSIONS ARE MEAUSRED IN FEET. 2.REMOVE SIDEWALK AND CURB TO THE NEAREST JOINT. 3.PAVEMENT IS TO BE SAWCUT WHEN REMOVAL LIMITS ABUT PAVEMENT TO REMAIN IN PLACE. 4.PROTECT EXISTING UTILITIES AND FEATURES WITHIN PROJECT LIMITS UNLESS NOTED OTHERWISE. 5.SEE PAVING PLANS FOR REMOVAL LIMITS. 6.SEE ROADWAY TYPICAL SECTIONS FOR EXCAVATION LIMITS. 7.SEE SIGNAL PLANS FOR ADJUSTMENTS, REMOVALS, AND RELOCATIONS OF EXISTING SIGNAL EQUIPMENT INCLUDING CABINETS, JUNCTION BOXES, AND SIGNAL POLES. 8.SEE DRAINAGE AND UTILITY PLANS FOR ADJUSTMENTS, RELOCATIONS, ABANDONMENT, REMOVALS, AND PROTECTION OF PIPES AND STRUCTURES FOR DRAINAGE, GAS, SANITARY SEWER, COMMUNICATION, WATER, AND FIRE HYDRANTS. 9.SEE LIGHTING PLANS FOR ADJUSTMENTS, REMOVALS, AND RELOCATIONS OF EXISTING LIGHTING EQUIPMENT INCLUDING CABINETS, JUNCTION BOXES, AND POLES. 10.UTILITY AND DRAINAGE LOCATION (DIAL-A-DIG) PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES TO UTILITIES AND DRAINAGE DURING CONSTRUCTION. 11.SEE ELECTRICAL PLANS FOR ADJUSTMENTS, REMOVALS, AND RELOCATIONS OF EXISTING ELECTRICAL CONDUITS AND STRUCTURES. 12.SEE SIGNING AND STRIPING PLANS FOR SIGN REMOVALS AND RELOCATIONS. 13.STRIPING REMOVALS OUTSIDE OF SAWCUT LIMITS ARE SHOWN ON THE SITE PREPARATION PLANS. STRIPING WITHIN SAWCUT LIMITS ARE ASSUMED TO BE INCLUDED WITH PAVEMENT REMOVALS. 14.PROTECT ALL TREES THAT ARE NOT CALLED OUT FOR REMOVAL. SEE TREE PROTECTION DETAIL. 15.ANY DAMAGE TO THE EXISTING SIDEWALK AND CURB/GUTTER WILL NEED TO BE REPLACED BY THE CONTRACTOR AT THEIR OWN EXPENSE. (SEE TREE INVENTORY TABLES) 0000 RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) TEMPORARY CONSTRUCTION EASEMENT REMOVE TREE TREE PROTECTION ZONE (TPZ) TREE PROTECTION FENCE TREE TAG IDENTIFICATION NUMBER C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 4 . 0 1 . d w g | L a y o u t : 1 C 4 . 0 0 PL O T T E D : J u n 0 7 , 2 0 2 4 - 1 0 : 1 3 : 5 8 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S I T E - P R E P _ R E N T O N . d w g ; X - L E G E N D . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - T R E E - P R O T E C T I O N _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT SITE PREPARATION GENERAL NOTES AND LEGEND 1C4.00 84 A. VILLAR C. WILCOX J. LIM R-421484 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 PRESERVE AND PROTECT FEATURE AS NOTED REMOVE FEATURE AS NOTED PRESERVE AND PROTECT EXISTING TREE REMOVAL OF FEATURE BY OTHERS (METRO) REMOVE OR RELOCATE FEATURE BY OTHERS RELOCATE FEATURES BY OTHERS (METRO) RELOCATE FEATURES BY CONTRACTOR SITE PREP GENERAL NOTES SITE PREP NOTES 1 1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. 2 3 4 5 6 7 19 2 3 0 5 - 9 1 0 1 192305-9102 192305-9103 192305-9032 18+29 17+0 0 18 + 0 0 10+00 11+00 12+00 13+00 14+00 //////// // // // // // // // // // // / / / / / / // // // // // // // // //////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// //////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// LAK 17+12.04, 45.61' LT PT LAK 17+01.23, 1.21' LT PC GRA 14+43.87, 41.17' RT 5 . 0 ' LAK 16+97.41, 27.74' LT PT LAK 17+03.83, 30.83' LT PC R 3 4 . 5 ' R24.5' GRA 10+91.32, 18.00' LT PT GRA 10+37.38, 29.66' RT GRA 11+20.25, 53.00' LT R47.6' GRA 13+68.85, 41.57' RT GRA 13+71.32, 41.56' RT 5. 0 ' 5. 0 ' 5. 5 ' 4. 6 ' LAK 17+93.06, 35.82' RT LAK 17+89.54, 33.92' RT R3 8 0 2 . 0 ' LAK 16+76.05, 19.29' LT 1 6 . 1 ' LAK 16+76.66, 24.75' LT GRA 11+70.32, 18.00' LT PC LAK 16+74.12, 1.82' LT 17 . 4 ' 4.5' LAK 16+78.64, 24.53' LT PC GRA 11+26.35, 53.00' LT LAK 16+90.37, 66.58' LT LAK 16+81.13, 78.85' LT C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 4 . 0 1 . d w g | L a y o u t : 1 C 4 . 0 1 PL O T T E D : J u n 0 7 , 2 0 2 4 - 1 1 : 2 8 : 5 6 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S I T E - P R E P _ R E N T O N . d w g ; X - L E G E N D . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - T R E E - P R O T E C T I O N _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' S GRADY WAY LAK E A V E S (LA K - L I N E ) (GRA-LINE) RENTON SEGMENT SITE PREPARATION PLAN GRA 10+00 TO GRA 14+00 1C4.01 85 A. VILLAR C. WILCOX J. LIM 2 CURB & GUTTER 2043 2 LANE LINE 2MONITORING WELL 1CURB R-421485 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 PRESERVE AND PROTECT FEATURE AS NOTED REMOVE FEATURE AS NOTED PRESERVE AND PROTECT EXISTING TREE REMOVAL OF FEATURE BY OTHERS (METRO) REMOVE OR RELOCATE FEATURE BY OTHERS RELOCATE FEATURES BY OTHERS (METRO) RELOCATE FEATURES BY CONTRACTOR SITE PREP GENERAL NOTES SITE PREP NOTES 1 1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. 2 3 4 5 6 7 722950-0072 0007200188 000720-0060 21+00 22+00 23+0024+0025+0026+00 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 4 . 0 1 . d w g | L a y o u t : 1 C 4 . 0 1 A PL O T T E D : J u n 0 7 , 2 0 2 4 - 1 1 : 2 9 : 1 8 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S I T E - P R E P _ R E N T O N . d w g ; X - L E G E N D . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - T R E E - P R O T E C T I O N _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' S 2ND ST (2ND-LINE) LA K E A V E S 1 BUS SHELTER AND AMENITIES RENTON SEGMENT SITE PREPARATION PLAN 2ND 26+00 TO 2ND 21+00 1C4.01A 86 A. VILLAR C. WILCOX J. LIM R-421486 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 PRESERVE AND PROTECT FEATURE AS NOTED REMOVE FEATURE AS NOTED PRESERVE AND PROTECT EXISTING TREE REMOVAL OF FEATURE BY OTHERS (METRO) REMOVE OR RELOCATE FEATURE BY OTHERS RELOCATE FEATURES BY OTHERS (METRO) RELOCATE FEATURES BY CONTRACTOR SITE PREP GENERAL NOTES SITE PREP NOTES 1 1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. 2 3 4 5 6 7 000720-0165 000720-0124 000720-0199 000720-0101 182305-9063 1 5 + 0 0 1 6 + 0 0 1 7 + 0 0 25+0026+0027+0028+0029+0029+66 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 4 . 0 1 . d w g | L a y o u t : 1 C 4 . 0 1 B PL O T T E D : J u n 0 7 , 2 0 2 4 - 1 1 : 2 9 : 4 1 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S I T E - P R E P _ R E N T O N . d w g ; X - L E G E N D . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - T R E E - P R O T E C T I O N _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' S 3RD ST (3RD-LINE) RENTON SEGMENT SITE PREPARATION PLAN 3RD 29+66 TO 3RD 25+00 1C4.01B 87 A. VILLAR C. WILCOX J. LIM 1BUS SHELTER AND AMENITIES R A I N I E R A V E S ( R A I - L I N E ) R-421487 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 PRESERVE AND PROTECT FEATURE AS NOTED REMOVE FEATURE AS NOTED PRESERVE AND PROTECT EXISTING TREE REMOVAL OF FEATURE BY OTHERS (METRO) REMOVE OR RELOCATE FEATURE BY OTHERS RELOCATE FEATURES BY OTHERS (METRO) RELOCATE FEATURES BY CONTRACTOR SITE PREP GENERAL NOTES SITE PREP NOTES 1 1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. 2 3 4 5 6 7 182305-9118 182305-9189 182305-9169 000720-0209 22+00 23+00 24+00 25+00 26+00 27+00 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 4 . 0 1 . d w g | L a y o u t : 1 C 4 . 0 1 C PL O T T E D : J u n 0 7 , 2 0 2 4 - 1 1 : 3 0 : 0 5 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S I T E - P R E P _ R E N T O N . d w g ; X - L E G E N D . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - T R E E - P R O T E C T I O N _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' RAINIER AVE S (RAI-LINE) RENTON SEGMENT SITE PREPARATION PLAN RAI 22+00 TO RAI 27+00 1C4.01C 88 A. VILLAR C. WILCOX J. LIM 1BUS SHELTER AND AMENITIES 1BUS SHELTER AND AMENITIES R-421488 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 PRESERVE AND PROTECT FEATURE AS NOTED REMOVE FEATURE AS NOTED PRESERVE AND PROTECT EXISTING TREE REMOVAL OF FEATURE BY OTHERS (METRO) REMOVE OR RELOCATE FEATURE BY OTHERS RELOCATE FEATURES BY OTHERS (METRO) RELOCATE FEATURES BY CONTRACTOR SITE PREP GENERAL NOTES SITE PREP NOTES 1 1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. 2 3 4 5 6 7 192305-9043 192305-9096 192305-9032 14+00 15+00 16+00 17+00 18+00 19+00 ////////////////////////////////////////////////////////// // // // // // // // // // // // // // //////// // // // // // // //////////////// //// // // // // // // / / / / / / // // / / // // // // // // // // ////// //////// //////// // // // // // // // // // // // // ////////////////////////////// // // // // / / / / / / // // // // // // // // //////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// ////////////////////////////////////////////// // // // // // // // / / //// // // // // // // ///// / // ////// // // // // // // //// / / / / // // // // // // // // ////////////////////////////////////////////////////////////////////////////////////////////////////////// ////////////////////////////////////////////////////// / / / / / / // // // // // // ////////////////////////////////////////////////////////////////////////////////////////////////////////// // // // /// / // // // // // // // // // // // // // // // // // // // // //////////////////// // // // // // // // // // // // // //////////// ////////////////////////// ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// //////// GRA 15+54.05, 17.50' LT PC GRA 15+60.16, 85.89' LT GRA 16+09.41, 59.50' LT PT GRA 17+84.01, 59.50' LT GRA 17+83.99, 67.00' LT GRA 18+32.63, 67.50' LT GRA 18+32.61, 60.00' LT GRA 14+43.87, 41.17' RT GRA 15+10.45, 27.29' RT GRA 15+00.69, 99.49' RT GRA 14+97.55, 78.63' RT GRA 14+83.12, 64.27' RT PT GRA 14+65.71, 54.74' RT PC GRA 14+53.08, 54.69' RT GRA 15+51.68, 89.83' RT GRA 15+70.29, 65.53' RT GRA 15+83.83, 55.39' RT GRA 16+09.87, 54.66' RT GRA 16+19.18, 41.09' RT GRA 15+47.00, 27.70' RT 5.5' 6.0' 11.5'9.7' 2.5'12.0' 2.5' 10.9' 12 . 5 ' 5. 0 ' 6. 0 ' 11 . 7 ' 9.7' 14.7' R27 . 0 ' R21 . 5 ' R3 8 0 2 . 0 ' GRA 15+25.24, 18.00' LT PT R3 8 0 2 . 5 ' 5. 1 ' 5. 3 ' 3.1' GRA 15+81.81, 85.30' LT PC GRA 14+16.72, 57.00' LT 17 . 4 ' 4.5' GRA 15+15.16, 83.77' LT PT GRA 14+96.20, 77.06' LT PT GRA 14+69.15, 57.00' LT PC 8. 0 ' R 2 7 . 5 ' GRA 14+99.13, 84.09' LT PT GRA 15+58.94, 91.92' LT 2. 0 ' GRA 15+44.00, 17.60' LT 2. 0 ' GRA 14+59.72, 18.00' LT GRA 14+69.77, 18.00' LT C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 4 . 0 1 . d w g | L a y o u t : 1 C 4 . 0 2 PL O T T E D : J u n 0 7 , 2 0 2 4 - 1 1 : 3 0 : 2 6 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S I T E - P R E P _ R E N T O N . d w g ; X - L E G E N D . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - T R E E - P R O T E C T I O N _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' S GRADY WAY SH A T T U C K A V E S (GRA-LINE) RENTON SEGMENT SITE PREPARATION PLAN GRA 14+00 TO GRA 19+00 1C4.02 89 A. VILLAR C. WILCOX J. LIM 2CURB & GUTTER 2 FENCE 2 CURB2CURB & GUTTER 2FENCE 2CURB 2 CURB 2TRAFFIC ISLANDS 2 CURB 2 TRAFFIC ISLANDS 2 CURB & GUTTER 2CURB & GUTTER 3 2039 2040 2044 2041 2042 2045 2046 2047 2048 2049 2050 2052 2053 2051 2 CROSSWALK 2CROSSWALK 2 LANE LINE 2 LANE LINE 3 3 3 148 3 3 2CURB R-421489 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 PRESERVE AND PROTECT FEATURE AS NOTED REMOVE FEATURE AS NOTED PRESERVE AND PROTECT EXISTING TREE REMOVAL OF FEATURE BY OTHERS (METRO) REMOVE OR RELOCATE FEATURE BY OTHERS RELOCATE FEATURES BY OTHERS (METRO) RELOCATE FEATURES BY CONTRACTOR SITE PREP GENERAL NOTES SITE PREP NOTES 1 1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. 2 3 4 5 6 7 192305-9070 192305-9023 192305-9070 19+00 20+00 21+00 22+00 23+00 24+00 S G R A D Y ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// // // // // //////// // // // // // // // // // // // / / //// // // //////////////////////////////////////// //////////////////////////////////////////// ////////////////////////////////// //// // // //////////////////// ////////////////////////////// ////////////////////////////// //////////////////////// ////////////////////////////////////// ////// //////////////////////////////////////////////////////////////////////////////// //////////////// ////////////////// // // // // // // // // // // // ///// / // // ////////////////////////////////////////////////////////////////////////////////////////////////////////////// // ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// GRA 18+32.63, 67.50' LT GRA 21+99.25, 57.50' LT GRA 22+17.05, 62.91' LT GRA 22+81.85, 63.00' LT GRA 22+61.18, 68.18' RT GRA 23+62.74, 65.41' RT GRA 22+47.54, 40.64' RT GRA 23+60.75, 68.87' RT R 1 1 . 0 ' R9 . 0 ' GRA 22+59.20, 71.64' RT GRA 23+53.37, 66.00' RT GRA 21+60.06, 60.00' LT 15. 7 GRA 20+05.12, 67.50' LT 2. 5 ' 4. 7 ' ////////////////////////////////// 12 . 2 ' 5. 0 ' GRA 19+30.76, 67.50' LT GRA 19+30.76, 60.00' LT GRA 20+05.10, 60.00' LT GRA 22+60.89, 72.64' RT PC GRA 22+71.89, 71.01' RT PT GRA 22+73.07, 69.60' RT PC GRA 22+81.06, 66.00' RT PT GRA 23+46.38, 17.50' LT PTR3 8 0 2 . 5 ' GRA 19+31.96, 17.50' LT PT GRA 19+59.08, 17.50' LT PC C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 4 . 0 1 . d w g | L a y o u t : 1 C 4 . 0 3 PL O T T E D : J u n 0 7 , 2 0 2 4 - 1 1 : 3 0 : 4 8 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S I T E - P R E P _ R E N T O N . d w g ; X - L E G E N D . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - T R E E - P R O T E C T I O N _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' S GRADY WAY (GRA-LINE) RENTON SEGMENT SITE PREPARATION PLAN GRA 19+00 TO GRA 24+00 1C4.03 90 A. VILLAR C. WILCOX J. LIM 2 FENCE 2 FENCE 2CURB 2 CURB 2 CURB 2 CURB & GUTTER 5 SIGN 2054 2055 2056 2057 2058 2059 2060 2061 2062 2063 2093 2090 2089 2088 2087 2064 2065 2066 2067 2068 2 LANE LINE 2 CURB 2 CURB & GUTTER 4BUS SHELTER AND AMENITIES 1MONITORING WELL 2 CURB2CURB 1CURB R-421490 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 PRESERVE AND PROTECT FEATURE AS NOTED REMOVE FEATURE AS NOTED PRESERVE AND PROTECT EXISTING TREE REMOVAL OF FEATURE BY OTHERS (METRO) REMOVE OR RELOCATE FEATURE BY OTHERS RELOCATE FEATURES BY OTHERS (METRO) RELOCATE FEATURES BY CONTRACTOR SITE PREP GENERAL NOTES SITE PREP NOTES 1 1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. 2 3 4 5 6 7 PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL 91 5 4 6 0 - 0 0 0 5 915460-0010 192305-9 0 2 3 24 + 0 0 25 + 0 0 26 + 0 0 27 + 0 0 10+0010+00 11+00 12+00 13+00 14+00 // // // // // // // // // // // // // / / / / / / // // // // // // ////////////// // //// // // // // ////// // ////// // // // // // // // // // // // // // // // // // // // // // // ////// //////////////////////////////////////////////////////////// // // / / / / // // // // // ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// // // // // // // // // // // // / / // ////////// ////////// // // // // / / // // // // ////// ////////////////////////// // // // ////////////////////////////////////////////////////////////////////////////////////////////////////////////////// ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// //////////////////////////////////////////////////////////////////////////////////////////////////////////////// //////////////////////////////////////////////////////////////////////////////////////////////////////////////////// // // // // // // ////////////////// // // // // // // // // // // // // // // // // // // // // // // // //////////////////////// // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // //// //// // // // // // // // // // // // // // // // // // // ////////////////// // // // // // // // ////////////////// 6. 0 ' GRA 24+77.10, 77.93' LT GRA 24+44.25, 22.28' LT GRA 25+07.51, 27.55' RT 5.4 ' TAL-B 12+12.35, 48.10' RT 11 . 9 ' TAL-B 12+64.29, 25.33' RT TAL-B 12+48.79, 49.56' RT TAL-B 12+59.55, 49.55' RT 6. 3 ' 6. 0 ' TAL-B 14+68.70, 45.34' RT TAL-B 14+47.32, 46.25' RT TAL-B 10+47.47, 20.12' RT TAL-B 10+47.31, 35.12' RT 5. 5 ' 10 . 0 ' 5.9'10.9' TAL-B 11+70.88, 49.57' RT 5. 9 8. 9 GRA 25+56.52, 81.04' LT GRA 25+52.32, 18.62' RT 17.5' 3.9' TAL-B 13+87.99, 90.50' LT 4.9' TAL-B 10+70.21, 63.50' LT TAL-B 10+97.42, 61.34' LT TAL-B 13+46.72, 61.25' LT TAL-B 12+43.64, 61.20' LT R7 6 1 . 2 ' GRA 25+98.42, 40.49' LT GRA 25+45.36, 28.65' LT R13 . 5 ' TAL-B 13+68.54, 73.92' LT 4. 5 ' 4.0' 2.8' TAL-B 13+61.00, 74.47' LT17.1' TAL-B 13+79.19, 48.85' RT 2. 3 ' 16.8' 5.2' TAL-B 10+56.61, 76.53' LT PC TAL-B 12+58.39, 24.85' LT PC TAL-B 13+43.24, 25.00' LT PT R6 6 6 . 5 ' 7.8 ' 5.7 ' TAL-B 13+89.93, 48.42' RT 13 . 9 ' TAL-B 13+92.46, 68.05' RT TAL-B 13+72.76, 68.11' RT GRA 24+88.70, 42.35' LT GRA 25+04.88, 42.70' LT GRA 25+05.28, 22.71' LT TAL-B 10+35.23, 76.05' LT GRA 26+62.80, 29.24' LT GRA 26+84.19, 6.45' LT GRA 26+92.08, 5.79' RT GRA 26+94.30, 17.77' LT GRA 26+95.75, 17.06' RT GRA 25+33.27, 71.32' LT GRA 25+00.57, 72.66' LT GRA 25+21.84, 71.80' LT GRA 25+14.06, 72.15' LT TAL-B 12+01.80, 64.38' RT TAL-B 11+99.79, 49.55' RT TAL-B 11+89.79, 49.55' RT TAL-B 11+85.80, 64.36' RT 6. 0 8. 8 13 . 7 ' 9. 7 ' TAL-B 10+40.23, 66.77' LT GRA 24+45.55, 15.94' RT GRA 24+45.28, 4.91' RT GRA 24+44.83, 6.66' LT 27 + 0 0 5.0' N=175704.031 E=1300407.312 6. 1 ' 5. 0 ' 2.4' 4. 0 ' N=175629.965 E=1300119.693 15 . 2 ' GRA 25+00.57, C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 4 . 0 1 . d w g | L a y o u t : 1 C 4 . 0 4 PL O T T E D : J u n 0 7 , 2 0 2 4 - 1 1 : 3 1 : 1 0 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S I T E - P R E P _ R E N T O N . d w g ; X - L E G E N D . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - T R E E - P R O T E C T I O N _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' S G R A D Y W A Y TALBOT RD S (TAL-B-LINE) (G R A - L I N E ) RENTON SEGMENT SITE PREPARATION PLAN GRA 24+00 TO TAL-B 14+00 1C4.04 91 A. VILLAR C. WILCOX J. LIM 2070 2069 2083 2085 2086 2084 2095 2098 5R 2072 2073 2074 2075 2076 2077 2078 2079 2080 2081 2082 2140 2139 2138 2137 2096 2CURB 2LANE LINE 2 LANE MARKING 2 LANE MARKING 2LANE MARKING 2LANE LINE 2 CURB & GUTTER 3 3 1 CURB 3 3 3 3 3 3 3 2462 1CURB 2CURB 2 CURB & GUTTER 2CURB & GUTTER 1MONITORING WELL S G R A D Y W A Y 2 CURB 2071 1SIGN 1SIGN 2 CURB & GUTTER TALBOT RD S 2 TRAFFIC ISLANDS 2TRAFFIC ISLANDS 2 CROSSWALK & STOP BAR 2CROSSWALK & STOP BAR 2LANE LINE 2TRAFFIC CURB 3 2493 3 2495 3 2494 2 CROSSWALK & STOP BAR R-421491 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 2 CROSSWALK & STOP BAR 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL 192305-9094 202305-9007 192305 - 9 0 2 3 14+00 15+00 16+00 17+00 18+00 / / // / / // / / // // // // // //// //////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// // // // // // // // // // // // // // / / // //////// // // //////// // // // // // // // // // //// // // // // // // ////// ////////////////// // // // // // // // // // // // // //// // // // // // // // // // // ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// ////////////////////////////////////////////// ////////////////////////////////////////////////////////////////////////////////////// // // ////// // // // // // / / / / / / // // 5 . 4 ' TAL-B 15+38.91, 75.37' RT TAL-B 15+85.71, 79.73' RT PT TAL-B 16+74.39, 60.19' RT TAL-B 16+52.67, 60.20' RT TAL-B 17+78.22, 60.20' RT TAL-B 17+99.99, 60.20' RT TAL-B 14+48.23, 15.20' LT TAL-B 14+68.70, 45.34' RT TAL-B 14+47.32, 46.25' RT 6 . 0 ' 5 . 9 ' TAL-B 15+11.20, 44.98' RT TAL-B 15+27.82, 69.92' RT PT R 2 1 . 6 ' TAL-B 16+24.99, 55.20' RT TAL-B 16+07.52, 55.20' RT PT TAL-B 15+89.88, 62.19' RT PC TAL-B 15+87.24, 62.29' RT TAL-B 14+03.83, 88.24' LT TAL-B 17+01.59, 98.23' LT TAL-B 16+97.73, 27.96' LT TAL-B 16+97.73, 18.46' LT R42.5' TAL-B 16+69.82, 54.97' LT TAL-B 14+17.28, 76.34' LT PC TAL-B 14+30.48, 64.50' LT PRC R75.0' R15 . 0 ' TAL-B 13+79.19, 48.85' RT 2.0' 6. 5 ' 2.0 ' 2.0' 5.2'7.3' TAL-B 17+17.88, 102.30' LT PT TAL-B 17+05.59, 38.58' LT PC R7 2 7 . 0 ' TAL-B 16+55.58, 18.54' LT PT R6 7 1 . 5 ' 10 . 0 ' TAL-B 16+65.42, 28.70' RT PT TAL-B 15+11.50, 28.69' RT PC TAL-B 15+08.52, 53.11' RT, PC TAL-B 16+99.18, 97.55' LT PT TAL-B 16+88.90, 56.48' LT PC R7 6 4 . 5 ' R26 . 5 ' TAL-B 16+69.71, 56.37' LT TAL-B 16+45.29, 64.50' LT PT 7 . 8 ' 8 . 7 ' 5 . 7 ' TAL-B 13+89.93, 48.42' RT 1 3 . 9 ' TAL-B 13+92.46, 68.05' RTTAL-B 13+72.76, 68.11' RT TAL-B 17+85.61, 34.17' LT TAL-B 17+79.86, 36.85' LT TAL-B 17+84.58, 43.61' LT TAL-B 17+88.68, 40.75' LTTAL-B 17+88.68, 40.75' LT TAL-B 17+93.86, 48.19' LT TAL-B 17+89.36, 45.00' LT TAL-B 17+78.15, 48.17' LT TAL-B 17+83.31, 55.55' LT TAL-B 17+83.60, 48.98' LT TAL-B 15+36.74, 20.86' LT TAL-B 15+41.60, 20.77' LT TAL-B 15+41.49, 28.69' RT TAL-B 15+36.27, 28.69' RT 1 3 . 7 ' 15 . 4 ' 15.6' 5. 8 ' 10 . 7 ' 23 . 5 ' 5. 9 ' TAL-B 17+87.14, 41.83' LT TAL-B 17+81.41, 45.83' LT PRESERVE AND PROTECT FEATURE AS NOTED REMOVE FEATURE AS NOTED PRESERVE AND PROTECT EXISTING TREE REMOVAL OF FEATURE BY OTHERS (METRO) REMOVE OR RELOCATE FEATURE BY OTHERS RELOCATE FEATURES BY OTHERS (METRO) RELOCATE FEATURES BY CONTRACTOR SITE PREP GENERAL NOTES SITE PREP NOTES 1 1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. 2 3 4 5 6 7 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 4 . 0 1 . d w g | L a y o u t : 1 C 4 . 0 5 PL O T T E D : J u n 0 7 , 2 0 2 4 - 1 1 : 3 2 : 0 0 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S I T E - P R E P _ R E N T O N . d w g ; X - L E G E N D . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - T R E E - P R O T E C T I O N _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' TALBOT RD S (TAL-B-LINE) RENTON SEGMENT SITE PREPARATION PLAN TAL-B 14+00 TO TAL-B 18+50 1C4.05 92 A. VILLAR C. WILCOX J. LIM 2136 2135 2134 2133 2132 2131 2130 2129 2128 2097 2100 2101 2102 2103 2104 6R 2105 2 LANE LINE 2 CURB 2 TRAFFIC ISLAND 2CURB 2CURB & GUTTER 6BUS SHELTER AND AMENITIES 3 3 3 3 3 3 2460 3 2461 3 2459 2099X 2LANE LINE 2 CURB & GUTTER 1MONITORING WELL 3 3 2CURB & GUTTER 1 CURB 1 CURB 1 CURB 2371 3 2370 3 R-421492 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 2 CURB 2TRAFFIC ISLAND 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 PRESERVE AND PROTECT FEATURE AS NOTED REMOVE FEATURE AS NOTED PRESERVE AND PROTECT EXISTING TREE REMOVAL OF FEATURE BY OTHERS (METRO) REMOVE OR RELOCATE FEATURE BY OTHERS RELOCATE FEATURES BY OTHERS (METRO) RELOCATE FEATURES BY CONTRACTOR SITE PREP GENERAL NOTES SITE PREP NOTES 1 1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. 2 3 4 5 6 7 202305-9008 192305-9001 72 3 1 6 0 - 0 5 9 5 19+00 20+00 21+00 22+00 23+00 ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// // // // // // // / / / / / / / / / / / / // // / / // // / / ////////////// // // // //// / / / / // // // //////////////////// R29. 5 ' TAL-B 22+58.42, 20.65' RT TAL-B 22+34.72, 89.98' RT TAL-B 20+26.56, 58.20' RT TAL-B 19+87.11, 58.20' RT TAL-B 21+48.58, 10.44' RT TAL-B 21+92.48, 51.65' LT TAL-B 22+06.49, 51.75' LT TAL-B 22+09.71, 41.84' LT TAL-B 22+04.25, 41.91' LT TAL-B 22+04.29, 35.83' LT TAL-B 21+98.21, 35.84' LT TAL-B 21+98.29, 30.53' LT TAL-B 21+92.79, 30.43' LT TAL-B 20+22.86, 70.58' RT TAL-B 21+19.99, 71.02' RT TAL-B 21+19.01, 60.40' RT TAL-B 20+39.54, 6.28' LT TAL-B 20+89.37, 30.56' RTTAL-B 20+39.39, 28.69' RT TAL-B 22+07.52, 30.64' RT PC TAL-B 22+04.95, 60.14' RT PC TAL-B 22+53.25, 71.17' RT PT 10 . 0 ' TAL-B 22+49.71, 87.53' RT TAL-B 18+64.00, 6.50' LT TAL-B 22+34.21, 85.94' RT PT R46 . 0 ' TAL-B 21+87.92, 11.76' RTTAL-B 18+64.00, 18.72' RT TAL-B 20+39.49, 18.45' RT 10 . 0 ' ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// // // // // // // / / / / / / / / / / / / // // / / 8.7'6.0' 3.8' 9.0' TAL-B 18+76.36, 30.43' LT TAL-B 18+86.36, 30.38' LT 6. 0 ' C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 4 . 1 0 . d w g | L a y o u t : 1 C 4 . 0 6 PL O T T E D : J u n 0 7 , 2 0 2 4 - 1 0 : 1 8 : 2 1 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - L E G E N D . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R O W _ P R O P . d w g ; X - R O W _ R E N T O N . d w g ; X - T R E E - P R O T E C T I O N _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - S I T E - P R E P _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' TALBOT RD S I - 4 0 5 S B O F F - R A M P (TAL-B-LINE) S R E N T O N V I L L A G E P L RENTON SEGMENT SITE PREPARATION PLAN TAL-B 18+50 TO TAL-B 23+50 1C4.06 93 A. VILLAR C. WILCOX J. LIM 7R 8R 9R 10R 11R 17R 21112110 2114 2113 2112 2115 2116 2 CURB & GUTTER 2CURB 2TRAFFIC ISLAND 2LANE LINE 3 3 3 2117 3 2118 2106 2107 2108 210912RX 13RX 14R 149R 3 150R 3 3 3 3 33 3 3 3 R-421493 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 PRESERVE AND PROTECT FEATURE AS NOTED REMOVE FEATURE AS NOTED PRESERVE AND PROTECT EXISTING TREE REMOVAL OF FEATURE BY OTHERS (METRO) REMOVE OR RELOCATE FEATURE BY OTHERS RELOCATE FEATURES BY OTHERS (METRO) RELOCATE FEATURES BY CONTRACTOR SITE PREP GENERAL NOTES SITE PREP NOTES 1 1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. 2 3 4 5 6 7 722200-0250 722200-0010 722200-0245 33+00 34+00 35+00 36+00 37+00 38+00 6. 0 ' 6. 0 ' 5. 4 ' 1. 5 ' 5. 0 ' 5. 1 ' 8. 0 ' 8. 1 ' TAL-B 34+77.50, 38.33' RT TAL-B 35+06.46, 37.04' RT TAL-B 34+80.32, 45.72' RT TAL-B 35+04.30, 44.65' RT TAL-B 37+29.41, 30.20' LTTAL-B 37+00.42, 30.44' LT TAL-B 37+01.99, 43.45' LT TAL-B 37+29.45, 43.30' LT TAL-B 34+80.51, 50.01' RT 1. 5 ' C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 4 . 1 0 . d w g | L a y o u t : 1 C 4 . 0 7 PL O T T E D : J u n 0 7 , 2 0 2 4 - 1 0 : 1 9 : 0 9 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - L E G E N D . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R O W _ P R O P . d w g ; X - R O W _ R E N T O N . d w g ; X - T R E E - P R O T E C T I O N _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - S I T E - P R E P _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' BENSON DR S (SR 515) S P U G E T D R S 1 5 T H S T (TAL-B-LINE) RENTON SEGMENT SITE PREPARATION PLAN TAL-B 33+00 TO TAL-B 38+00 1C4.07 94 A. VILLAR C. WILCOX J. LIM 22R 24R 7899 23R 7900 2141 2143 2142 2144 1 CURB & GUTTER 1 CURB & GUTTER 1BARRIER 3 33 R-421494 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 PRESERVE AND PROTECT FEATURE AS NOTED REMOVE FEATURE AS NOTED PRESERVE AND PROTECT EXISTING TREE REMOVAL OF FEATURE BY OTHERS (METRO) REMOVE OR RELOCATE FEATURE BY OTHERS RELOCATE FEATURES BY OTHERS (METRO) RELOCATE FEATURES BY CONTRACTOR SITE PREP GENERAL NOTES SITE PREP NOTES 1 1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. 2 3 4 5 6 7 72292 8 - 0 1 0 0 72220 0 - 0 1 6 3 85570 0 - 0 1 4 0 8 5 5 7 0 0 - 0 0 1 0 85570 0 - 0 0 2 0 30230 5 - 9 0 7 3 24+00 25+00 26+00 27+00 28+00 29+00 R30 . 0 0 ' //////////////////// // // ////////////////////////////// // // // // // // / / // / / //////////////////////////////// ////////// // // // 8. 2 ' 4. 9 ' 2. 0 ' 7. 0 ' 5. 5 ' 12 . 5 ' 2. 0 ' 2. 2 ' 5.9' 16.0' 5.6' 4. 0 ' 4. 0 ' TAL-21 25+56.44, 48.04' RT TAL-21 25+65.90, 43.39' RT TAL-21 25+76.67, 42.32' RT TAL-21 25+70.62, 30.00' RT TAL-21 25+86.32, 30.00' RT TAL-21 25+36.57, 7.54' RT TAL-21 25+39.71, 9.85' LT TAL-21 25+96.91, 2.84' LT TAL-21 26+12.66, 17.83' LT TAL-21 25+22.91, 42.48' LT TAL-21 25+58.57, 44.01' LT TAL-21 25+97.46, 36.35' LT TAL-21 26+16.72, 36.32' LT TAL-21 28+29.98, 17.50' RT TAL-21 28+34.89, 18.87' RT TAL-21 28+34.89, 35.00' RTTAL-21 27+72.89, 35.58' RT TAL-21 27+71.27, 21.40' RT TAL-21 26+12.66, 2.84' LT TAL-21 25+43.31, 2.86' LT TAL-21 25+31.44, 2.82' LT TAL-21 26+16.66, 18.35' LT TAL-21 25+96.91, 8.57' RT TAL-21 28+10.16, 11.72' RT TAL-21 27+77.09, 20.29' RT TAL-21 25+96.91, 25.12' RT 10.5' 10.8' 5. 7 ' C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 4 . 1 0 . d w g | L a y o u t : 1 C 4 . 0 8 PL O T T E D : J u n 0 7 , 2 0 2 4 - 1 0 : 1 9 : 5 2 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - L E G E N D . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R O W _ P R O P . d w g ; X - R O W _ R E N T O N . d w g ; X - T R E E - P R O T E C T I O N _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - S I T E - P R E P _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' TALBOT RD S S 2 3 R D S T (TAL-21-LINE) T A L B O T C R E S T D R S RENTON SEGMENT SITE PREPARATION PLAN TAL-21 24+00 TO TAL-21 29+00 1C4.08 95 A. VILLAR C. WILCOX J. LIM 27R 26R 25R 2CROSSWALK 2CURB & GUTTER 2CURB & GUTTER 2 FENCE 3 3 2 CURB & GUTTER 1 ROCK WALL 3 3 2 LANE LINE 1 RRFB 1 RRFB R-421495 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 PRESERVE AND PROTECT FEATURE AS NOTED REMOVE FEATURE AS NOTED PRESERVE AND PROTECT EXISTING TREE REMOVAL OF FEATURE BY OTHERS (METRO) REMOVE OR RELOCATE FEATURE BY OTHERS RELOCATE FEATURES BY OTHERS (METRO) RELOCATE FEATURES BY CONTRACTOR SITE PREP GENERAL NOTES SITE PREP NOTES 1 1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. 2 3 4 5 6 7 S 32N D S T 302305-9029 30 2 3 0 5 - 9 1 1 6 302305-9114 302305-9115 302305-9030 302305-9019 948575-TRC T 54+00 55+00 56+00 57+00 58+00 59+00 ////////////////////////////////////////////////// TAL-21 57+36.25, 15.14' RT TAL-21 57+41.25, 15.53' RT TAL-21 57+41.35, 30.00' RT TAL-21 56+43.01, 16.47' RT TAL-21 56+22.00, 33.84' LT TAL-21 56+22.04, 24.78' LT TAL-21 56+22.05, 19.83' LT TAL-21 56+51.02, 33.98' LT TAL-21 56+51.04, 24.94' LT TAL-21 56+51.05, 19.97' LT TAL-21 56+38.01, 16.48' RT TAL-21 56+38.21, 30.00' RT TAL-21 56+42.95, 12.32' RT TAL-21 57+36.23, 11.70' RT TAL-21 56+26.02, 35.38' LT TAL-21 56+46.78, 35.49' LT C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 4 . 1 0 . d w g | L a y o u t : 1 C 4 . 0 9 PL O T T E D : J u n 0 7 , 2 0 2 4 - 1 0 : 2 0 : 3 5 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - L E G E N D . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R O W _ P R O P . d w g ; X - R O W _ R E N T O N . d w g ; X - T R E E - P R O T E C T I O N _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - S I T E - P R E P _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' TALBOT RD S (TAL-21-LINE) S 3 2 N D S T RENTON SEGMENT SITE PREPARATION PLAN TAL-21 54+00 TO TAL-21 59+00 1C4.09 96 A. VILLAR C. WILCOX J. LIM 28R 29R 30R 3 3 3 2CURB 1 CURB & GUTTER R-421496 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 PRESERVE AND PROTECT FEATURE AS NOTED REMOVE FEATURE AS NOTED PRESERVE AND PROTECT EXISTING TREE REMOVAL OF FEATURE BY OTHERS (METRO) REMOVE OR RELOCATE FEATURE BY OTHERS RELOCATE FEATURES BY OTHERS (METRO) RELOCATE FEATURES BY CONTRACTOR SITE PREP GENERAL NOTES SITE PREP NOTES 1 1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. 2 3 4 5 6 7 855860-0035 855860-0040 302305-9040 302305-9044 855860-0125 855860-0130 855860-0135 302305-9109 302305-9054 71+00 72+00 73+00 74+00 75+00 76+00 // // // // // // //////////////////////////////////////////////////////////////////////////////////////////// // // // / / / / // // // // // // //////////////////////////////////////////////// // // // // // // //////////// 7.1'2.0' TAL-21 72+59.49, 72.05' LT TAL-21 72+46.65, 58.70' LT TAL-21 72+48.99, 46.30' LT TAL-21 72+80.12, 75.24' LT TAL-21 73+01.96, 55.39' LT TAL-21 73+15.38, 34.64' LT TAL-21 71+48.59, 3.98' LT TAL-21 72+50.62, 33.11' LT TAL-21 73+57.98, 11.02' RT TAL-21 73+72.64, 49.30' RT TAL-21 73+73.00, 33.02' RT TAL-21 75+27.89, 36.16' RTTAL-21 74+62.00, 37.72' RT TAL-21 74+42.96, 33.03' RT TAL-21 75+35.02, 43.31' RT TAL-21 75+57.25, 11.04' RT TAL-21 71+67.59, 33.00' LT TAL-21 73+18.38, 30.00' LT TAL-21 75+16.46, 11.03' RTTAL-21 74+45.46, 11.10' RT TAL-21 73+66.15, 49.16' RT TAL-21 75+49.72, 32.39' RT PT TAL-21 75+82.21, 12.39' RT 2.0' 8. 0 ' 8. 3 ' 5.0' 5. 0 ' 7.0' 5.0' 6.2' TAL-21 75+48.89, 52.91' RT 9. 7 ' 9. 8 ' TAL-21 73+83.00, 10.48' LT 26 . 0 ' TAL-21 75+85.33, 46.26' RT R2 8 . 0 ' 21 . 3 ' 19 . 8 ' TAL-21 76+12.26, 21.97' RT 12 . 6 ' 5. 9 ' 5. 5 ' 5. 5 ' 14.1' TAL-21 71+67.35, 30.00' LT 6. 5 ' TAL-21 72+36.71, 3.98' LT TAL-21 73+67.31, 47.98' RT TAL-21 75+24.46, 16.54' RT PC TAL-21 72+51.16, 58.12' LT PC TAL-21 72+60.11, 67.04' LT PT // TAL-21 73+64.48, 34.12' RT PC TAL-21 73+82.48, 16.52' RT PT R 1 8 . 0 ' R 1 7 . 5 ' TAL-21 75+92.88, 46.53' RT TAL-21 75+93.62, 41.91' RT PC TAL-21 76+03.41, 31.08' RT PT TAL-21 76+10.94, 30.00' RT TAL-21 73+69.30, 30.00' LT TAL-21 73+69.30, 33.00' LT TAL-21 73+53.77, 30.00' LT TAL-21 73+53.77, 33.00' LT R 8 . 0 ' TAL-21 74+92.46, 35.92' RT TAL-21 74+84.42, 37.87' RT C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 4 . 1 0 . d w g | L a y o u t : 1 C 4 . 1 0 PL O T T E D : J u n 0 7 , 2 0 2 4 - 1 0 : 2 1 : 2 4 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - L E G E N D . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R O W _ P R O P . d w g ; X - R O W _ R E N T O N . d w g ; X - T R E E - P R O T E C T I O N _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - S I T E - P R E P _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' TALBOT RD S S 3 7 T H S T S 3 7 T H S T S 3 8 T H C T S 3 8 T H C T (TAL-21-LINE) RENTON SEGMENT SITE PREPARATION PLAN TAL-21 71+00 TO TAL-21 76+00 1C4.10 97 A. VILLAR C. WILCOX J. LIM 32R 31R 2145 2CURB & GUTTER 3 7MAILBOX 2FENCE 3 2CURB & GUTTER R-421497 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 PRESERVE AND PROTECT FEATURE AS NOTED REMOVE FEATURE AS NOTED PRESERVE AND PROTECT EXISTING TREE REMOVAL OF FEATURE BY OTHERS (METRO) REMOVE OR RELOCATE FEATURE BY OTHERS RELOCATE FEATURES BY OTHERS (METRO) RELOCATE FEATURES BY CONTRACTOR SITE PREP GENERAL NOTES SITE PREP NOTES 1 1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. 2 3 4 5 6 7 761680 - 0 0 3 0 761680 - 0 0 1 0 885767 - 0 0 2 0 312305 - 9 1 3 4 3 1 2 3 0 5 - 9 0 2 5 86+00 87+00 88+00 89+00 90+00 91+00 ////////////////////////////////////////////// //////////////////////////////////////////////// // // //// 14 . 0 ' 5. 9 ' 8. 0 ' 4. 9 ' 12 . 5 ' 6. 1 ' 4. 9 ' 10 . 0 ' 13 . 9 ' 4. 9 ' 7. 5 ' 17.0' 17.8' TAL-21 89+31.28, 7.00' LT TAL-21 89+31.28, 7.00' RT TAL-21 89+13.50, 22.12' RT TAL-21 88+28.24, 22.04' RT TAL-21 89+31.12, 39.98' RT TAL-21 89+13.16, 39.99' RT TAL-21 88+23.24, 22.61' RT TAL-21 88+17.25, 40.00' RT TAL-21 88+08.28, 21.92' LT TAL-21 88+08.28, 37.42' LT TAL-21 88+96.30, 30.00' LT TAL-21 88+79.28, 37.42' LT TAL-21 88+87.28, 14.92' LT TAL-21 88+87.27, 14.99' RT TAL-21 88+17.24, 27.51' RT TAL-21 88+08.37, 6.84' LT TAL-21 88+28.30, 6.84' LT TAL-21 88+96.28, 6.98' LT 2. 6 ' 6. 1 ' C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 4 . 1 0 . d w g | L a y o u t : 1 C 4 . 1 1 PL O T T E D : J u n 0 7 , 2 0 2 4 - 1 0 : 2 2 : 1 0 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - L E G E N D . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R O W _ P R O P . d w g ; X - R O W _ R E N T O N . d w g ; X - T R E E - P R O T E C T I O N _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - S I T E - P R E P _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' TALBOT RD S (TAL-21-LINE) RENTON SEGMENT SITE PREPARATION PLAN TAL-21 86+00 TO TAL-21 91+00 1C4.11 98 A. VILLAR C. WILCOX J. LIM 2146 2147 2148 2149 2150 2151 2152 2157 2156 2155 2154 2153 2 CROSSWALK 2 CROSSWALK 3 3 3 3 3 3 3 3333 2CURB & GUTTER 2 CURB & GUTTER 1 WALL 1 WALL 4 BUS SHELTER, AMENITIES, AND CURB PAINT 1 RRFB 1RRFB 4BUS SHELTER, AMENITIES, AND CURB PAINT 2RAILING & WALL R-421498 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 PRESERVE AND PROTECT FEATURE AS NOTED REMOVE FEATURE AS NOTED PRESERVE AND PROTECT EXISTING TREE REMOVAL OF FEATURE BY OTHERS (METRO) REMOVE OR RELOCATE FEATURE BY OTHERS RELOCATE FEATURES BY OTHERS (METRO) RELOCATE FEATURES BY CONTRACTOR SITE PREP GENERAL NOTES SITE PREP NOTES 1 1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. 2 3 4 5 6 7 3 2 2 3 0 5 - 9 0 8 1 3 2 2 3 0 5 - 9 1 5 6 3 2 2 3 0 5 - 9 0 7 9 32230 5 - 9 0 7 9 32+ 0 0 33+00 34+00 35+00 36+00 9.2 ' 4.5 ' 6.0 ' 6.2 ' 6.1 ' 9.1 ' 4.5 4. 6 CAR 34+04.45, 24.19' LT CAR 33+32.27, 22.75' LT CAR 33+85.69, 22.78' RT CAR 33+32.00, 38.33' LT CAR 33+58.05, 38.17' LT CAR 33+85.39, 35.02' RTCAR 33+63.09, 34.89' RT CAR 33+85.54, 28.82' RT CAR 33+62.94, 24.22' RT CAR 33+57.66, 24.57' LT 1.8 ' C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 4 . 1 0 . d w g | L a y o u t : 1 C 4 . 1 2 PL O T T E D : J u n 0 7 , 2 0 2 4 - 1 0 : 2 2 : 5 6 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - L E G E N D . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R O W _ P R O P . d w g ; X - R O W _ R E N T O N . d w g ; X - T R E E - P R O T E C T I O N _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - S I T E - P R E P _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' SE CARR RD MILL A V E S WE L L S A V E S (CAR-LINE) RENTON SEGMENT SITE PREPARATION PLAN CAR 32+00 TO CAR 36+50 1C4.12 99 A. VILLAR C. WILCOX J. LIM 2158 3 1 CURB & GUTTER 1 CURB & GUTTER 1 RAILING & STEM WALL R-421499 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 PRESERVE AND PROTECT FEATURE AS NOTED REMOVE FEATURE AS NOTED PRESERVE AND PROTECT EXISTING TREE REMOVAL OF FEATURE BY OTHERS (METRO) REMOVE OR RELOCATE FEATURE BY OTHERS RELOCATE FEATURES BY OTHERS (METRO) RELOCATE FEATURES BY CONTRACTOR SITE PREP GENERAL NOTES SITE PREP NOTES 1 1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. 2 3 4 5 6 7 322305-9053 322305-9237 322305-9299 322305-9040 292305-9151 43+00 44+00 45+00 46+00 47+0010 + 0 0 11 + 0 0 ////////////////////////////////////////////////////////////////////////////// // // // // // / / / / // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // ////////////////////////////// //////////////////////////////////////////////////////////////////////////////////////////////////////// //////////////////////////////////////////// // //////// // // // // // // // // // // // // ////////////////////////////////////////////////////////////////////// // // ////////// // // ////////////// // // // // //// 11 . 5 ' 1. 9 ' 4. 9 ' 2. 1 ' 9. 0 ' 11.0' 5.0' 12.0' CAR 45+40.36, 83.96' RT 7. 9 ' 3. 1 ' CAR 45+71.02, 33.22' LT CAR 43+83.81, 33.77' LT CAR 45+99.81, 10.98' LT CAR 44+72.17, 11.48' LT CAR 44+52.69, 1.30' LT CAR 43+97.19, 7.95' RT CAR 46+15.67, 22.78' RT CAR 44+05.73, 41.63' RT CAR 43+83.86, 40.30' LT CAR 43+87.12, 49.69' LT CAR 45+61.12, 43.19' LT CAR 45+51.82, 45.74' LT CAR 45+40.68, 45.61' LT CAR 45+25.09, 49.70' LT 105TH 11+73.18, 26.00' RT 105TH 11+40.73, 30.42' RT 105TH 11+40.55, 28.37' RT 105TH 11+35.59, 5.91' LT 6. 4 ' CAR 44+44.84, 43.53' RT 8. 0 'CAR 45+24.33, 30.21' LT PT 8. 0 ' CAR 44+47.60, 30.14' LT PC CAR 44+68.21, 50.17' RT PC R 6 . 0 ' R6. 0 ' 5. 8 ' 21 . 7 ' 5. 5 ' CAR 43+43.58, 22.56' RT CAR 45+67.16, 11.06' RT CAR 45+66.63, 0.07' RT CAR 46+15.73, 33.28' RT PT CAR 46+09.69, 39.35' RT PC CAR 45+92.80, 39.43' RT PT CAR 45+87.78, 41.98' RT PC CAR 44+86.29, 71.57' RT PT R1 2 6 1 . 0 ' R18.0' CAR 43+82.83, 49.71' LT C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 4 . 1 0 . d w g | L a y o u t : 1 C 4 . 1 3 PL O T T E D : J u n 0 7 , 2 0 2 4 - 1 0 : 2 3 : 4 3 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - L E G E N D . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R O W _ P R O P . d w g ; X - R O W _ R E N T O N . d w g ; X - T R E E - P R O T E C T I O N _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - S I T E - P R E P _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' SE CARR RD 10 5 T H P L S E (CAR-LINE) RENTON SEGMENT SITE PREPARATION PLAN CAR 42+50 TO CAR 47+50 1C4.13 100 A. VILLAR C. WILCOX J. LIM 2 CURB & GUTTER2CURB 139R 3 138R 3 137R 3 136R 3 135R 3 134R 3 3 132R 3 131R 3 130R 3 1 PRIVATE SIGN 2 PAVEMENT MARKING 2CURB & GUTTER 2490 3 2489 3 2160 3 2159 2161 2 TRAFFIC ISLAND (10 5 T H - L I N E ) 133R 2 CURB & GUTTER 2CURB 2PAVEMENT MARKING 2 MONITORING WELL 1 MONITORING WELL 2 MONITORING WELL 3 3 2 BOLLARD R-4214100 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 29 2 3 0 5 - 9 1 9 8 322305-9193 322305-9120 322305-9063 32 2 3 0 5 - 9 0 6 3 322305-9120 PRESERVE AND PROTECT FEATURE AS NOTED REMOVE FEATURE AS NOTED PRESERVE AND PROTECT EXISTING TREE REMOVAL OF FEATURE BY OTHERS (METRO) REMOVE OR RELOCATE FEATURE BY OTHERS RELOCATE FEATURES BY OTHERS (METRO) RELOCATE FEATURES BY CONTRACTOR SITE PREP GENERAL NOTES SITE PREP NOTES 1 1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. 2 3 4 5 6 7 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 4 . 1 0 . d w g | L a y o u t : 1 C 4 . 1 3 A PL O T T E D : J u n 0 7 , 2 0 2 4 - 1 0 : 2 4 : 3 2 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - L E G E N D . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R O W _ P R O P . d w g ; X - R O W _ R E N T O N . d w g ; X - T R E E - P R O T E C T I O N _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - S I T E - P R E P _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' 4BUS SHELTER, BENCH & TRASH CAN BENSON DR S (SR 515) 108TH AVE SE (SR 515) SE P E T R O V I T S K Y R D SE C A R R R D RENTON SEGMENT SITE PREPARATION PLAN SE CARR RD & 108TH AVE SE 1C4.13A 101 A. VILLAR C. WILCOX J. LIM R-4214101 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 PRESERVE AND PROTECT FEATURE AS NOTED REMOVE FEATURE AS NOTED PRESERVE AND PROTECT EXISTING TREE REMOVAL OF FEATURE BY OTHERS (METRO) REMOVE OR RELOCATE FEATURE BY OTHERS RELOCATE FEATURES BY OTHERS (METRO) RELOCATE FEATURES BY CONTRACTOR SITE PREP GENERAL NOTES SITE PREP NOTES 1 1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. 2 3 4 5 6 7 3 2 2 3 0 5 - 9 2 9 9 322305-9016 11+00 12+00 13+00 14+00 15+00 / / / / / / / / / / / / / / / / / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // // // // // // // // // // // ////////////////////////////////////////////////////////////// //////////// ////////////////////////////////////////////// // 11 . 0 ' 5. 0 ' 12 . 0 ' 5. 0 ' 2. 4 ' 105TH 11+91.13, 17.96' RT 105TH 12+21.45 CAR 44+05.73, 41.63' RT 105TH 11+73.18, 26.00' RT 105TH 11+40.73, 30.42' RT 105TH 11+40.55, 28.37' RT 105TH 11+35.59, 5.91' LT 6.4' CAR 44+44.84, 43.53' RTCAR 44+68.21, 50.17' RT P C 11 . 1 ' CAR 45+92.80, 39.43' RTCAR 45+87.78, 41.98' RT R 1 8 . 0 ' C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 4 . 1 0 . d w g | L a y o u t : 1 C 4 . 1 4 PL O T T E D : J u n 0 7 , 2 0 2 4 - 1 0 : 2 5 : 2 1 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - L E G E N D . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R O W _ P R O P . d w g ; X - R O W _ R E N T O N . d w g ; X - T R E E - P R O T E C T I O N _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - S I T E - P R E P _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' RENTON SEGMENT SITE PREPARATION PLAN 105TH 11+00 TO 105TH 15+00 1C4.14 102 A. VILLAR C. WILCOX J. LIM (105TH-LINE) 105TH PL SE 2 PAVEMENT MARKING 2484 3 2485 3 2486 3 2 PAVEMENT MARKING 2 CURB AND GUTTER 3 2162 3 3 2487 2488 2482 3 2483 3 R-4214102 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 PRESERVE AND PROTECT FEATURE AS NOTED REMOVE FEATURE AS NOTED PRESERVE AND PROTECT EXISTING TREE REMOVAL OF FEATURE BY OTHERS (METRO) REMOVE OR RELOCATE FEATURE BY OTHERS RELOCATE FEATURES BY OTHERS (METRO) RELOCATE FEATURES BY CONTRACTOR SITE PREP GENERAL NOTES SITE PREP NOTES 1 1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. 2 3 4 5 6 7 322305-9016 322305-9361 322305-9065 322305-9362 23+00 24+00 25+00 26+00 27+00 28+00 //////////////////////////////////////////////////// // // // // // // ////////////// ////////////////// / / / / // // // ////////////////////////////////////////////////////////////// // // // // // 5.0' 5. 0 ' 10.9' 6. 1 ' 5. 9 ' 5. 0 ' 5. 0 ' 17 . 2 ' R 2 . 0 8 6.9' 105TH 26+95.00, 17.43' LT 105TH 26+57.71, 39.50' LT 105TH 26+32.74, 43.42' LT 105TH 27+15.26, 17.98' RT 105TH 25+36.11, 17.18' LT 105TH 27+15.26, 30.00' RT 105TH 26+24.67, 46.86' LT 105TH 26+24.68, 30.97' LT 105TH 26+22.67, 28.50' LT 105TH 25+30.93, 28.47' LT 105TH 26+43.66, 43.34' LT 105TH 26+58.34, 42.93' LT 105TH 26+65.21, 32.40' LT 105TH 26+72.98, 26.72' LT 105TH 26+84.21, 26.51' LT 105TH 26+21.06, 27.00' RT R5. 0 0 105TH 26+68.08, 32.82' LT 105TH 26+68.08, 31.72' LT 105TH 26+84.21, 29.55' LT 105TH 26+14.17, 26.94' RT 2. 9 ' 105TH 26+01.40, 0.00' RT 17 . 4 ' 16 . 7 ' 16 . 5 ' 105TH 26+01.40, 16.65' RT 105TH 26+97.25, 30.00' RT 105TH 26+97.25, 26.96' RT 105TH 26+22.73, 27.00' RT 105TH 26+22.73, 30.00' RT 105TH 26+37.73, 26.99' RT 105TH 26+38.01, 30.12' RT 105TH 26+13.40, 0.00' T 105TH 26+01.40, 9.44' RT 105TH 26+13.40, 9.44' RT 105TH 27+15.26, 0.00' RT 105TH 27+15.18, 9.44' RT 105TH 26+21.32, 0.01' LT 105TH 26+21.32, 9.44' RT C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 4 . 1 0 . d w g | L a y o u t : 1 C 4 . 1 5 PL O T T E D : J u n 0 7 , 2 0 2 4 - 1 0 : 2 6 : 1 0 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - L E G E N D . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R O W _ P R O P . d w g ; X - R O W _ R E N T O N . d w g ; X - T R E E - P R O T E C T I O N _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - S I T E - P R E P _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' RENTON SEGMENT SITE PREPARATION PLAN 105TH 23+00 TO 105TH 28+00 1C4.15 103 A. VILLAR C. WILCOX J. LIM SE 180TH ST (105TH-LINE) 2477 3 2476 2475 2474 2 PAVEMENT MARKING 2 2 CURB AND GUTTER 1 FENCE 2CURB AND GUTTER 2CURB AND GUTTER 2CURB 2 RAILING 1POLE AND LUMINAIRE RAILING 2CURB 2471 129 3 128 3 127 3 140 3 141 3 142 3 R-4214103 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 1ROCKERY 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 074050-0005 07 4 0 9 0 - 0 1 1 0 322305-9361 322305-9020 074050-0045 074110-0010 32 2 3 0 5 - 9 3 6 4 16+00 17+00 18+00 19+00 20+00 21+00 PRESERVE AND PROTECT FEATURE AS NOTED REMOVE FEATURE AS NOTED PRESERVE AND PROTECT EXISTING TREE REMOVAL OF FEATURE BY OTHERS (METRO) REMOVE OR RELOCATE FEATURE BY OTHERS RELOCATE FEATURES BY OTHERS (METRO) RELOCATE FEATURES BY CONTRACTOR SITE PREP GENERAL NOTES SITE PREP NOTES 1 1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. 2 3 4 5 6 7 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 4 . 1 0 . d w g | L a y o u t : 1 C 4 . 1 5 A PL O T T E D : J u n 0 7 , 2 0 2 4 - 1 0 : 2 7 : 0 0 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - L E G E N D . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R O W _ P R O P . d w g ; X - R O W _ R E N T O N . d w g ; X - T R E E - P R O T E C T I O N _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - S I T E - P R E P _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' 4 TRASH CAN SE 1 8 1 S T S T SE 1 8 2 N D S T 108TH AVE SE (SR 515) (108TH-LINE) RENTON SEGMENT SITE PREPARATION PLAN 108TH 16+00 TO 108TH 21+00 1C4.15A 104 A. VILLAR C. WILCOX J. LIM R-4214104 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 PRESERVE AND PROTECT FEATURE AS NOTED REMOVE FEATURE AS NOTED PRESERVE AND PROTECT EXISTING TREE REMOVAL OF FEATURE BY OTHERS (METRO) REMOVE OR RELOCATE FEATURE BY OTHERS RELOCATE FEATURES BY OTHERS (METRO) RELOCATE FEATURES BY CONTRACTOR SITE PREP GENERAL NOTES SITE PREP NOTES 1 1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. 2 3 4 5 6 7 // // // / / // // / / // // ////// // // ////////// ////////////////////// // // // // // // //////////////////////////////////////////////////////////////// //////////////////////////////////////////////////////////////////////// // // // / / // / / / / / / // // // //////////////////////////// //////////////// // // // // 322305-9070 322305-9082 911710-0160 322305-9135 322305-9111 28+00 29+00 30+00 31+00 32+00 33+00 11 + 0 0 4. 0 ' 108TH 29+61.11, 30.00' LT 10 . 0 ' 5. 0 ' 108TH 30+31.10, 40.00' LT 108TH 30+82.85, 29.57' LT 5. 0 ' 108TH 31+07.85, 30.06' LT 5. 0 ' 5. 0 ' 108TH 30+75.59, 40.00' LT 108TH 30+84.92, 40.00' LT 108TH 30+48.85, 40.00' RT 10 . 0 ' 108TH 30+48.85, 30.03' RT 108TH 30+85.89, 40.00' RT 108TH 31+10.56, 42.00' RT 108TH 31+91.00, 84.00' RT 108TH 31+93.14, 152.64' RT 108TH 32+04.71, 58.51' RT 108TH 32+09.71, 58.35' RT 108TH 32+08.65, 24.54' RT 108TH 31+05.24, 52.00' RT 9. 0 ' 108TH 29+66.11, 29.48' LT 108TH 32+63.08, 25.63' RT 108TH 32+35.31, 49.46' RT 3 . 4 ' 3.4'5.0' 5 . 0 ' 2.0' 2 . 0 ' 108TH 32+07.51, 147.96' RT 108TH 32+04.51, 148.06' RT 108TH 32+07.19, 137.99' RT 108TH 32+13.92, 17.04' RT 108TH 31+56.27, 42.00' RT 8. 5 ' 13 . 9 ' 108TH 30+85.67, 54.00' RT 108TH 31+10.56, 54.00' RT 3.0' 108TH 32+18.00, 147.64' RT 108TH 31+68.60, 29.42' LT 108TH 32+12.41, 65.49' LT 108TH 32+03.80, 54.14' LT 108TH 31+99.00, 55.69' LT 108TH 31+97.48, 62.15' LT 108TH 31+97.16, 56.28' LT 5. 0 ' 5. 0 ' 2. 0 ' 5.2' 2.2' 5.5' 108TH 30+48.86, 24.54' RT 108TH 30+77.86, 11.43' RT 108TH 30+77.86, 10.64' LT108TH 30+48.92, 10.60' LT 108TH 30+48.88, 11.38' RT 7. 5 ' 108TH 29+81.61, 44.99' LT 108TH 29+75.79, 50.88' LT 108TH 29+82.90, 57.91' LT 108TH 29+91.84, 48.87' LT 108TH 29+91.93, 44.99' LT 5. 0 13 . 2 ' 108TH 30+82.86, 16.95' RT 7. 6 ' 108TH 30+77.86, 24.54' RT 5. 4 ' 108TH 30+77.86, 24.56' LT 5.0' 5.0' 108TH 31+80.71, 24.41' LT 108TH 32+00.89, 37.85' LT 108TH 32+39.17, 40.31' RT 108TH 32+52.99, 28.17' RT 108TH 30+92.11, 52.00' RT C: \ p w _ w o r k d i r \ d e n 0 0 3 \ j e g _ l e e n 3 \ d 0 6 0 1 3 8 9 \ 1 C 4 . 2 0 . d w g | L a y o u t : 1 C 4 . 1 6 PL O T T E D : J a n 2 9 , 2 0 2 6 - 0 1 : 2 9 : 1 8 p m B y L E E N 3 XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R O W _ P R O P . d w g ; X - L E G E N D . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; X - R O W _ R E N T O N . d w g ; X - T R E E - P R O T E C T I O N _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - S I T E - P R E P _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE MARCH 2025G. FRANCO 1134237 KC001396 473K. CHANG YUEN ISSUE FOR CONSTRUCTION MARCH 2025 20'40' SCALE: 1" = 20' 0' 108TH AVE SE (SR 515) SE 1 8 6 T H S T SE 1 8 4 T H L N (108TH-LINE) SE 18 6 T H ST RENTON SEGMENT SITE PREPARATION PLAN 108TH 28+00 TO 108TH 33+00 1C4.16 105 A. VILLAR C. WILCOX J. LIM / K. CRAIG 43R 44R 45R 46R 2174 2181 2191 2182 2190 2183 2184 2185 2189 2186 2188 2187 2456 2455 2457 2458 2454 2453 2451 2452 2450 2CURB & GUTTER 1 FENCE 2 CURB & GUTTER 2 FENCE 2 CURB 1BUSINESS SIGN 3 2176 2177 2178 2175 3 3 3 3 3 3 3 1FENCE 1POLE ALL EXISTING TREES IN THIS AREA TO BE PRESERVED AND PROTECTED UNLESS SHOWN AS REMOVAL 2 CURB & GUTTER 2 STOP LINE (1 8 6 T H - L I N E ) 121R 3 122R 3 2 CURB & GUTTER R-4214105 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 DCR #7 - 186TH OB STATION CHANGES NAL AHV 01-30-261 1 1 1 DEVELOPMENT ENGINEERING msippo 04/17/2026 02/05/26 PRESERVE AND PROTECT FEATURE AS NOTED REMOVE FEATURE AS NOTED PRESERVE AND PROTECT EXISTING TREE REMOVAL OF FEATURE BY OTHERS (METRO) REMOVE OR RELOCATE FEATURE BY OTHERS RELOCATE FEATURES BY OTHERS (METRO) RELOCATE FEATURES BY CONTRACTOR SITE PREP GENERAL NOTES SITE PREP NOTES 1 1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. 2 3 4 5 6 7 322305-9059 66 2 3 4 0 - 0 0 9 6 66 2 3 4 0 - 0 0 9 9 322305-9035 662340-0101 662340-0107 66 2 3 4 0 - 0 1 8 3 66 2 3 4 0 - 0 0 9 9 51+00 52+00 53+00 54+00 55+00 56+00 //////////////////////////////////////////////// 108TH 51+96.27, 16.52' LT 3. 5 ' 8. 0 ' 5. 1 ' 108TH 52+86.27, 16.50' LT 108TH 52+05.09, 45.00' LT 108TH 52+77.42, 45.00' LT 108TH 52+89.41, 39.17' LT 8. 0 ' 3. 5 ' 5. 0 ' 5. 6 ' 108TH 52+88.38, 35.18' LT 108TH 51+96.27, 29.44' LT 108TH 52+86.27, 29.43' LT C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 4 . 2 0 . d w g | L a y o u t : 1 C 4 . 1 7 PL O T T E D : J u n 0 7 , 2 0 2 4 - 1 0 : 3 0 : 0 0 a m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R O W _ P R O P . d w g ; X - S I T E - P R E P _ R E N T O N . d w g ; X - L E G E N D . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; X - R O W _ R E N T O N . d w g ; X - T R E E - P R O T E C T I O N _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' 108TH AVE SE (SR 515) SE 1 9 2 N D S T (108TH-LINE) C I T Y O F K E N T SEE VOLUME 2 FOR CITY OF KENT IMPROVEMENTS RENTON SEGMENT SITE PREPARATION PLAN 108TH 51+00 TO 108TH 56+00 1C4.17 106 A. VILLAR C. WILCOX J. LIM 2CURB & GUTTER 4 BUS SHELTER, AMENITIES, AND CURB PAINT C I T Y O F R E N T O N R-4214106 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 SITE PREP AND TESC LEGEND REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING PLANE BITUMINOUS PAVEMENT, 2 INCHES REMOVAL ITEM RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) TEMPORARY CONSTRUCTION EASEMENT INLET PROTECTION - EXISTING CB INLET PROTECTION - PROPOSED CB SILT FENCE COMPOST SOCK ////////// C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 E C . 0 0 . d w g | L a y o u t : 1 E C . 0 A PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 9 : 4 2 : 4 7 a m B y C W I L C O X XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - L E G E N D . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 33200 AD-READY SUBMITTAL 1.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR. 2.THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY'S COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT. 3.THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST-PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS. 4.THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 5.STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK-OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE. 6.WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF-SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON-SITE DUMPING OR EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS. 7.ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON-SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON- SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT. 8.ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY. 9.THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 10.APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR STORMWATER FACILITIES. 11.ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 12.ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM. STANDARD ESC PLAN NOTES: 13.WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY. 14.ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 15.THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OR ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 16.BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. 17.AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT- LADEN WATER INTO THE DOWNSTREAM SYSTEM. 18.ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 19.AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON-SITE BMPS (AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION. 20.PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW. 21.PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT- LADEN WATER FROM LEAVING PROJECT SITE, ALL ESC BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON- SITE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST. 22.ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS OF WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHTS OF WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. RENTON SEGMENT TESC GENERAL NOTES AND LEGEND 1EC.0A 107 W. HICKEY H. JOHNSON J. ETULAIN ADDITIONAL NOTES FOR PRE-CONSTRUCTION: 1.APPROVED TEMPORARY EROSION AND SEDIMENT CONTROL (TESC) AND STORMWATER POLLUTION PREVENTION AND SPILL CONTROL (SWPPS) MEASURES ARE TO BE INSTALL AS FIRST ORDER OF BUSINESS AND MAINTAINED AT ALL TIMES PER APPROVED DRAWINGS OR AT DIRECTION OF CONSTRUCTION STORMWATER SUPERVISOR, OR THE PROJECT CERTIFIED EROSION AND THE SEDIMENT CONTROL LEAD (CESCL) AND THE PUBLIC WORKS INSPECTOR. 2.THE APPROVED CONSTRUCTION STORM POLLUTION PREVENTION PLAN (CSWPP) SHALL BE LOCATED ON SITE AT ALL TIMES. 3.WEEKLY REPORTS OUTLINING STATUS AND CONDITION OF EROSION CONTROL PLAN, WITH ANY RECOMMENDATIONS OF CHANGE OR REVISION TO MAINTENANCE SCHEDULES OR INSTALLATION, ARE REQUIRED TO BE SUBMITTED BY PROJECT ENGINEER OF RECORD OR CECSL TO PROJECT MANAGER AND PUBLIC WORKS INSPECTOR. WEEKLY REPORTS SHALL INCLUDE PROJECT'S NPDES PERMIT NUMBER(IF APPLICABLE). SEE STANDARD ESC NOTE 15. 4.IF DEWATERING FOR SITE IS REQUIRED, ALL SITE CONSTRUCTION STORMWATER DISCHARGE SHALL BE LESS THAN 25 NTU'S IF DISCHARGED INTO WATER OF THE STATE. ANY PIPE CONVEYANCE SYSTEM THAT EVENTUALLY DISCHARGES TO A BODY OF WATER IS CONSTRUED AS DISCHARGING IN WATER OF THE STATE. 5.IF DEWATERING IS PROPOSED TO THE CITY SEWER THEN A PERMIT FROM THE CITY AND KING COUNTY WILL BE REQUIRED. IF DEWATERING IS PROPOSED TO A SEWER SYSTEM BELONGING TO ANOTHER SEWER DISTRICT, CONTACT THAT DISTRICT FOR APPROVAL. CONTRACTOR IS STRONGLY ENCOURAGED TO OBTAIN ALL REQUIRED SEWER DISCHARGE PERMITS IN ADVANCE OF ANY ANTICIPATED NEED TO DISCHARGE TO A SEWER. 6.DUST CONTROL SHALL BE IMPLEMENTED AS DIRECTED BY THE PUBLIC WORKS INSPECTOR. 7.PROPER REMOVAL OF ALL TESC MEASURES IS REQUIRED PRIOR TO PERMIT CLOSEOUT, UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS INSPECTOR OR PROJECT MANAGER. R-4214107 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/12/24 8. Only one (1) signal may be constructed at a time, not multiple locations constructed all at once. Contractor should identify construction sequence, especially at newly constructed signalized intersections.The entire intersection cannot be down the entire process. 9. Access to all Pedestrian vicinities (including wheelchair ramps, push buttons, and walkways) should remain at all times during construction and off hours at signalized intersections 10. Temporary signal heads have to be placed in line with temporary marked crosswalks. Temporary push buttons have to be APS and ADA accessible. In addition, the contractor needs to identity all locations that may or will have temporary signals. 11. Traffic Control Plan submittal's shall follow WSDOT Specifications 1-05.3, 1-10.2(2), and City of Renton Traffic Control Guidelines. In addition to these specifications, the contractor must identify AM and PM Peak hours, night work/noise variance requirements/procedure, WSDOT Closures, other city project closures/construction conflicts, special events. 12. Procurement (signal poles, video detection, cabinets) lead time should be identified before construction and suspensions planned accordingly. Condition of Approval #7: Notes added. Add notes to project specifications. DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 18+29 17+0 0 18 + 0 0 10+00 11+00 12+00 13+00 14+00 //////// // // // // // // // // // // / / / / / / // // // // // // // // //////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// //////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// TESC NOTES 1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH BASINS PER CITY OF RENTON STD PLAN 216.30 INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN 214.00 INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02 2 3 NOTES 1.SEE SHEET 1C4.00 FOR GENERAL SITE PREPARATION NOTES. 2.SITE PREPARATION SHOWN FOR REFERENCE PURPOSES ONLY. SEE SITE PREPARATION PLAN SHEETS FOR LIMITS OF WORK. C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 E C 1 . 0 1 . d w g | L a y o u t : 1 E C 1 . 0 1 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 9 : 4 3 : 4 0 a m B y C W I L C O X XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R D W Y _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S I T E - P R E P _ R E N T O N . d w g ; X - L E G E N D . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - T E S C _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 33200 AD-READY SUBMITTAL 20'40' SCALE IN FEET 0' S GRADY WAY LAK E A V E S (LA K - L I N E ) (GRA-LINE) RENTON SEGMENT TESC PLAN GRA 10+00 TO GRA 14+00 1EC1.01 108 W. HICKEY H. JOHNSON J. ETULAIN 1 1 21 1 R-4214108 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 14+00 15+00 16+00 17+00 18+00 19+00 ////////////////////////////////////////////////////////// // // // // // // // // // // // // // //////// // // // // // // //////////////// //// // // // // // // / / / / / / // // / / // // // // // // // // ////// //////// //////// // // // // // // // // // // // // ////////////////////////////// // // // // / / / / / / // // // // // // // // //////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// ////////////////////////////////////////////// // // // // // // // / / //// // // // // // // ///// / // ////// // // // // // // //// / / / / // // // // // // // // ////////////////////////////////////////////////////////////////////////////////////////////////////////// ////////////////////////////////////////////////////// / / / / / / // // // // // // ////////////////////////////////////////////////////////////////////////////////////////////////////////// // // // /// / // // // // // // // // // // // // // // // // // // // // //////////////////// // // // // // // // // // // // // //////////// ////////////////////////// ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// //////// TESC NOTES 1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH BASINS PER CITY OF RENTON STD PLAN 216.30 INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN 214.00 INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02 2 3 NOTES 1.SEE SHEET 1C4.00 FOR GENERAL SITE PREPARATION NOTES. 2.SITE PREPARATION SHOWN FOR REFERENCE PURPOSES ONLY. SEE SITE PREPARATION PLAN SHEETS FOR LIMITS OF WORK. C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 E C 1 . 0 1 . d w g | L a y o u t : 1 E C 1 . 0 2 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 9 : 4 3 : 5 8 a m B y C W I L C O X XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R D W Y _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S I T E - P R E P _ R E N T O N . d w g ; X - L E G E N D . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - T E S C _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 33200 AD-READY SUBMITTAL 20'40' SCALE IN FEET 0' S GRADY WAY SH A T T U C K A V E S (GRA-LINE) RENTON SEGMENT TESC PLAN GRA 14+00 TO GRA 19+00 1EC1.02 109 W. HICKEY H. JOHNSON J. ETULAIN 2 1 1 1 2 2 1 1 1 1 3 1 1 R-4214109 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 19+00 20+00 21+00 22+00 23+00 24+00 S G R A D Y ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// // // // // //////// // // // // // // // // // // // / / //// // // //////////////////////////////////////// //////////////////////////////////////////// ////////////////////////////////// //// // // //////////////////// ////////////////////////////// ////////////////////////////// //////////////////////// ////////////////////////////////////// ////// //////////////////////////////////////////////////////////////////////////////// //////////////// ////////////////// // // // // // // // // // // // ///// / // // ////////////////////////////////////////////////////////////////////////////////////////////////////////////// // ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// TESC NOTES 1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH BASINS PER CITY OF RENTON STD PLAN 216.30 INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN 214.00 INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02 2 3 NOTES 1.SEE SHEET 1C4.00 FOR GENERAL SITE PREPARATION NOTES. 2.SITE PREPARATION SHOWN FOR REFERENCE PURPOSES ONLY. SEE SITE PREPARATION PLAN SHEETS FOR LIMITS OF WORK. C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 E C 1 . 0 1 . d w g | L a y o u t : 1 E C 1 . 0 3 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 9 : 4 4 : 2 3 a m B y C W I L C O X XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R D W Y _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S I T E - P R E P _ R E N T O N . d w g ; X - L E G E N D . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - T E S C _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 33200 AD-READY SUBMITTAL 20'40' SCALE IN FEET 0' S GRADY WAY (GRA-LINE) RENTON SEGMENT TESC PLAN GRA 19+00 TO GRA 24+00 1EC1.03 110 W. HICKEY H. JOHNSON J. ETULAIN 1 1 1 1 2 1 1 1 1 1 2 1 R-4214110 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 24 + 0 0 25 + 0 0 26 + 0 0 10+0010+00 11+00 12+00 13+00 14+00 // // // // // // // // // // // // // / / / / / / // // // // // // ////////////// // //// // // // // ////// // //// // // // // // // // // // // // // // // // // // // // // // // // ////////////////////////////////////////////////////////////////// // // / / / / / / // // // //////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// // // // // // // ////////// ////////// // // // // / / // // // // ////// ////////////////////////// // // // ////////////////////////////////////////////////////////////////////////////////////////////////////////////////// //////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// //////////////////////////////////////////////////////////////////////////////////////////////////////////////// ////////////////////////////////////////////////////////////////////////////////////////////////////////////////// // // // // // // ////////////////// // // // // // // // // // // // // // // // // // // // // // // // //////////////////////// // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // //// //// // // // // // // // // // // // // // // // // // // ////////////////// // // // // // // // ////////////////// TESC NOTES 1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH BASINS PER CITY OF RENTON STD PLAN 216.30 INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN 214.00 INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02 2 3 NOTES 1.SEE SHEET 1C4.00 FOR GENERAL SITE PREPARATION NOTES. 2.SITE PREPARATION SHOWN FOR REFERENCE PURPOSES ONLY. SEE SITE PREPARATION PLAN SHEETS FOR LIMITS OF WORK. C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 E C 1 . 0 1 . d w g | L a y o u t : 1 E C 1 . 0 4 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 9 : 4 4 : 4 9 a m B y C W I L C O X XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R D W Y _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S I T E - P R E P _ R E N T O N . d w g ; X - L E G E N D . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - T E S C _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 33200 AD-READY SUBMITTAL 20'40' SCALE IN FEET 0' S G R A D Y W A Y TALBOT RD S (TAL-B-LINE) (G R A - L I N E ) RENTON SEGMENT TESC PLAN GRA 24+00 TO TAL-B 14+00 1EC1.04 111 W. HICKEY H. JOHNSON J. ETULAIN 2 1 1 2 1 1 1 2 2 1 3 1 1 1 2 1 1 R-4214111 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 14+00 15+00 16+00 17+00 18+00 / / / / / / // / / // // // // // // ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// // // // // // // // // // // // // // // / / //////// // // //////// // // // // // // // // // //// // // // // // // ////// ///////////////// / // // // // // // // // // // // // //// // // // // // // // // // // ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// ////////////////////////////////////////////// ////////////////////////////////////////////////////////////////////////////////////// // // //////// // // // // / / / / // // // TESC NOTES 1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH BASINS PER CITY OF RENTON STD PLAN 216.30 INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN 214.00 INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02 2 3 NOTES 1.SEE SHEET 1C4.00 FOR GENERAL SITE PREPARATION NOTES. 2.SITE PREPARATION SHOWN FOR REFERENCE PURPOSES ONLY. SEE SITE PREPARATION PLAN SHEETS FOR LIMITS OF WORK. C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 E C 1 . 0 1 . d w g | L a y o u t : 1 E C 1 . 0 5 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 9 : 4 5 : 1 7 a m B y C W I L C O X XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R D W Y _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S I T E - P R E P _ R E N T O N . d w g ; X - L E G E N D . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - T E S C _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 33200 AD-READY SUBMITTAL 20'40' SCALE IN FEET 0' TALBOT RD S (TAL-B-LINE) RENTON SEGMENT TESC PLAN TAL-B 14+00 TO TAL-B 18+50 1EC1.05 112 W. HICKEY H. JOHNSON J. ETULAIN 2 2 2 2 1 1 1 11 3 3 3 32 1 1 1 2 PROTECT IN-PLACE EXISTING CULVERT R-4214112 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 19+00 20+00 21+00 22+00 23+00 ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// // // // // // // / / // / / / / / / / / // // // // // / / ////////////// // // // //// / / / / // // // //////////////////// ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// // // // // // // / / // / / / / / / / / // // // // // / / ////////////// // // // //// / / / / // // // //////////////////// TESC NOTES 1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH BASINS PER CITY OF RENTON STD PLAN 216.30 INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN 214.00 INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02 2 3 NOTES 1.SEE SHEET 1C4.00 FOR GENERAL SITE PREPARATION NOTES. 2.SITE PREPARATION SHOWN FOR REFERENCE PURPOSES ONLY. SEE SITE PREPARATION PLAN SHEETS FOR LIMITS OF WORK. C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 E C 1 . 1 0 . d w g | L a y o u t : 1 E C 1 . 0 6 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 9 : 4 6 : 3 4 a m B y C W I L C O X XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S I T E - P R E P _ R E N T O N . d w g ; X - L E G E N D . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - T E S C _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 33200 AD-READY SUBMITTAL 20'40' SCALE IN FEET 0' TALBOT RD S I - 4 0 5 S B O F F - R A M P (TAL-B-LINE) S R E N T O N V I L L A G E P L RENTON SEGMENT TESC PLAN TAL-B 18+50 TO TAL-B 23+50 1EC1.06 113 W. HICKEY H. JOHNSON J. ETULAIN TEMPORARY STORAGE TANKS TEMPORARY TREATMENT SYSTEM TEMPORARY DRAIN PIPE DISCHARGE MONITORING POINT 11 1 2 1 21 1 1 1 R-4214113 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 Wa t e r V a l v e 65 2 8 3 93 . 1 5 33+00 34+00 35+00 36+00 37+00 38+00 TESC NOTES 1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH BASINS PER CITY OF RENTON STD PLAN 216.30 INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN 214.00 INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02 2 3 NOTES 1.SEE SHEET 1C4.00 FOR GENERAL SITE PREPARATION NOTES. 2.SITE PREPARATION SHOWN FOR REFERENCE PURPOSES ONLY. SEE SITE PREPARATION PLAN SHEETS FOR LIMITS OF WORK. C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 E C 1 . 1 0 . d w g | L a y o u t : 1 E C 1 . 0 7 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 9 : 4 7 : 0 1 a m B y C W I L C O X XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S I T E - P R E P _ R E N T O N . d w g ; X - L E G E N D . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - T E S C _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 33200 AD-READY SUBMITTAL 20'40' SCALE IN FEET 0' BENSON DR S (SR 515) S P U G E T D R S 1 5 T H S T (TAL-B-LINE) RENTON SEGMENT TESC PLAN TAL-B 33+00 TO TAL-B 38+00 1EC1.07 114 W. HICKEY H. JOHNSON J. ETULAIN 1 1 1 1 1 2 1 1 2 1 R-4214114 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 24+00 25+00 26+00 27+00 28+00 29+00 //////////////////// // // ////////////////////////////// // // // // // // / / // / / //////////////////////////////// ////////// // // // //////////////////// // // ////////////////////////////// // // // // // // / / // / / //////////////////////////////// ////////// // // // TESC NOTES 1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH BASINS PER CITY OF RENTON STD PLAN 216.30 INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN 214.00 INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02 2 3 NOTES 1.SEE SHEET 1C4.00 FOR GENERAL SITE PREPARATION NOTES. 2.SITE PREPARATION SHOWN FOR REFERENCE PURPOSES ONLY. SEE SITE PREPARATION PLAN SHEETS FOR LIMITS OF WORK. C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 E C 1 . 1 0 . d w g | L a y o u t : 1 E C 1 . 0 8 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 9 : 4 7 : 2 7 a m B y C W I L C O X XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S I T E - P R E P _ R E N T O N . d w g ; X - L E G E N D . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - T E S C _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 33200 AD-READY SUBMITTAL 20'40' SCALE IN FEET 0' TALBOT RD S S 2 3 R D S T (TAL-21-LINE) TA L B O T C R E S T D R S RENTON SEGMENT TESC PLAN TAL-21 24+00 TO TAL-21 29+00 1EC1.08 115 W. HICKEY H. JOHNSON J. ETULAIN 1 1 2 2 2 1 11 1 R-4214115 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 54+00 55+00 56+00 57+00 58+00 59+00 //////////////////////////////////////////////////////////////////////////////////////////////////// TESC NOTES 1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH BASINS PER CITY OF RENTON STD PLAN 216.30 INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN 214.00 INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02 2 3 NOTES 1.SEE SHEET 1C4.00 FOR GENERAL SITE PREPARATION NOTES. 2.SITE PREPARATION SHOWN FOR REFERENCE PURPOSES ONLY. SEE SITE PREPARATION PLAN SHEETS FOR LIMITS OF WORK. C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 E C 1 . 1 0 . d w g | L a y o u t : 1 E C 1 . 0 9 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 9 : 4 7 : 5 3 a m B y C W I L C O X XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S I T E - P R E P _ R E N T O N . d w g ; X - L E G E N D . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - T E S C _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 33200 AD-READY SUBMITTAL 20'40' SCALE IN FEET 0' TALBOT RD S (TAL-21-LINE) S 3 2 N D S T RENTON SEGMENT TESC PLAN TAL-21 54+00 TO TAL-21 59+00 1EC1.09 116 W. HICKEY H. JOHNSON J. ETULAIN 3 3 1 2 1 2 1 2 R-4214116 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 72+00 73+00 74+00 75+00 76+00 // // // // // // //////////////////////////////////////////////////////////////////////////////////////////// // // // / / / / // // // // // // ////////////////////////////////////////////// // // // // // // // //////////// // // // // // // //////////////////////////////////////////////////////////////////////////////////////////// // // // / / / / // // // // // // ////////////////////////////////////////////// // // // // // // // //////////// TESC NOTES 1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH BASINS PER CITY OF RENTON STD PLAN 216.30 INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN 214.00 INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02 2 3 NOTES 1.SEE SHEET 1C4.00 FOR GENERAL SITE PREPARATION NOTES. 2.SITE PREPARATION SHOWN FOR REFERENCE PURPOSES ONLY. SEE SITE PREPARATION PLAN SHEETS FOR LIMITS OF WORK. C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 E C 1 . 1 0 . d w g | L a y o u t : 1 E C 1 . 1 0 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 9 : 4 8 : 2 0 a m B y C W I L C O X XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S I T E - P R E P _ R E N T O N . d w g ; X - L E G E N D . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - T E S C _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 33200 AD-READY SUBMITTAL 20'40' SCALE IN FEET 0' TALBOT RD S S 3 7 T H S T S 3 7 T H S T S 3 8 T H C T S 3 8 T H C T (TAL-21-LINE) RENTON SEGMENT TESC PLAN TAL-21 71+00 TO TAL-21 76+00 1EC1.10 117 W. HICKEY H. JOHNSON J. ETULAIN 1 1 11 1 1 1 1 1 2 22 1 3 3 PROTECT IN-PLACE EXISTING CULVERT 1 R-4214117 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 86+00 87+00 88+00 89+00 90+00 91+00 ////////////////////////////////////////////// //////////////////////////////////////////////// // // //// ////////////////////////////////////////////// //////////////////////////////////////////////// // // //// TESC NOTES 1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH BASINS PER CITY OF RENTON STD PLAN 216.30 INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN 214.00 INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02 2 3 NOTES 1.SEE SHEET 1C4.00 FOR GENERAL SITE PREPARATION NOTES. 2.SITE PREPARATION SHOWN FOR REFERENCE PURPOSES ONLY. SEE SITE PREPARATION PLAN SHEETS FOR LIMITS OF WORK. C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 E C 1 . 1 0 . d w g | L a y o u t : 1 E C 1 . 1 1 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 9 : 4 8 : 4 6 a m B y C W I L C O X XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S I T E - P R E P _ R E N T O N . d w g ; X - L E G E N D . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - T E S C _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 33200 AD-READY SUBMITTAL 20'40' SCALE IN FEET 0' TALBOT RD S (TAL-21-LINE) RENTON SEGMENT TESC PLAN TAL-21 86+00 TO TAL-21 91+00 1EC1.11 118 W. HICKEY H. JOHNSON J. ETULAIN 1 1111 1 1 2 1 1 1 1 1 1 2 R-4214118 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 32+ 0 0 33+00 34+00 35+00 36+00 TESC NOTES 1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH BASINS PER CITY OF RENTON STD PLAN 216.30 INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN 214.00 INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02 2 3 NOTES 1.SEE SHEET 1C4.00 FOR GENERAL SITE PREPARATION NOTES. 2.SITE PREPARATION SHOWN FOR REFERENCE PURPOSES ONLY. SEE SITE PREPARATION PLAN SHEETS FOR LIMITS OF WORK. C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 E C 1 . 1 0 . d w g | L a y o u t : 1 E C 1 . 1 2 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 9 : 4 9 : 1 2 a m B y C W I L C O X XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S I T E - P R E P _ R E N T O N . d w g ; X - L E G E N D . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - T E S C _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 33200 AD-READY SUBMITTAL 20'40' SCALE IN FEET 0' SE CARR RD MILL A V E S WE L L S A V E S (CAR-LINE) RENTON SEGMENT TESC PLAN CAR 32+00 TO CAR 36+50 1EC1.12 119 W. HICKEY H. JOHNSON J. ETULAIN 1 2 1 2 3 1 2 R-4214119 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 43+00 44+00 45+00 46+00 47+0010 + 0 0 11 + 0 0 ////////////////////////////////////////////////////////////////////////////// // // // // // / / / / // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // ////////////////////////////// //////////////////////////////////////////////////////////////////////////////////////////////////////// //////////////////////////////////////////// // //////// //// // // // // // // ////////////////////////////////////////////////////////////////////// // // ////////// // // // //////////// // // // // ////// ////////////////////////////////////////////////////////////////////////////// // // // // // / / / / // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // ////////////////////////////// //////////////////////////////////////////////////////////////////////////////////////////////////////// //////////////////////////////////////////// // //////// //// // // // // // // ////////////////////////////////////////////////////////////////////// // // ////////// // // // //////////// // // // // ////// TESC NOTES 1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH BASINS PER CITY OF RENTON STD PLAN 216.30 INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN 214.00 INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02 2 3 NOTES 1.SEE SHEET 1C4.00 FOR GENERAL SITE PREPARATION NOTES. 2.SITE PREPARATION SHOWN FOR REFERENCE PURPOSES ONLY. SEE SITE PREPARATION PLAN SHEETS FOR LIMITS OF WORK. C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 E C 1 . 1 0 . d w g | L a y o u t : 1 E C 1 . 1 3 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 9 : 4 9 : 3 8 a m B y C W I L C O X XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S I T E - P R E P _ R E N T O N . d w g ; X - L E G E N D . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - T E S C _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 33200 AD-READY SUBMITTAL 20'40' SCALE IN FEET 0' SE CARR RD 10 5 T H P L S E (CAR-LINE) RENTON SEGMENT TESC PLAN CAR 42+50 TO CAR 47+50 1EC1.13 120 W. HICKEY H. JOHNSON J. ETULAIN 1 1 1 1 1 1 1 1 2 2 2 R-4214120 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 TESC NOTES 1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH BASINS PER CITY OF RENTON STD PLAN 216.30 INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN 214.00 INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02 2 3 NOTES 1.SEE SHEET 1C4.00 FOR GENERAL SITE PREPARATION NOTES. 2.SITE PREPARATION SHOWN FOR REFERENCE PURPOSES ONLY. SEE SITE PREPARATION PLAN SHEETS FOR LIMITS OF WORK. 11+00 12+00 13+00 14+00 15+00 / / / / / / / / / / ////////////////////////////////////////////////// ////////////////////////////////////////////// / / / / / / / / / / ////////////////////////////////////////////////// ////////////////////////////////////////////// C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 E C 1 . 1 0 . d w g | L a y o u t : 1 E C 1 . 1 4 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 9 : 5 0 : 0 4 a m B y C W I L C O X XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S I T E - P R E P _ R E N T O N . d w g ; X - L E G E N D . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - T E S C _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 33200 AD-READY SUBMITTAL 20'40' SCALE IN FEET 0' RENTON SEGMENT TESC PLAN 105TH 11+00 TO 105TH 15+00 1EC1.14 121 W. HICKEY H. JOHNSON J. ETULAIN (105TH-LINE) 105TH PL SE 2 R-4214121 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 TESC NOTES 1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH BASINS PER CITY OF RENTON STD PLAN 216.30 INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN 214.00 INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02 2 3 NOTES 1.SEE SHEET 1C4.00 FOR GENERAL SITE PREPARATION NOTES. 2.SITE PREPARATION SHOWN FOR REFERENCE PURPOSES ONLY. SEE SITE PREPARATION PLAN SHEETS FOR LIMITS OF WORK. 23+00 24+00 25+00 26+00 27+00 28+00 //////////////////////////////////////////////////// // // // // // // ////////////// ////////////////// / / / / // // // ////////////////////////////////////////////////////////////// // // // // // //////////////////////////////////////////////////// // // // // // // ////////////// ////////////////// / / / / // // // ////////////////////////////////////////////////////////////// // // // // // C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 E C 1 . 1 0 . d w g | L a y o u t : 1 E C 1 . 1 5 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 9 : 5 0 : 3 1 a m B y C W I L C O X XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S I T E - P R E P _ R E N T O N . d w g ; X - L E G E N D . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - T E S C _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 33200 AD-READY SUBMITTAL 20'40' SCALE IN FEET 0' RENTON SEGMENT TESC PLAN 105TH 23+00 TO 105TH 28+00 1EC1.15 122 W. HICKEY H. JOHNSON J. ETULAIN SE 180TH ST (105TH-LINE) PROTECT IN PLACE EXISTING CULVERT PROTECT IN PLACE EXISTING CULVERT 1 1 3 3 1 1 2 R-4214122 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 28+00 29+00 30+00 31+00 32+00 33+00 11 + 0 0 // // // / / / / / / / / // // ////// // //////////// ////////////////////// // // // // // // //////////////////////////////////////////////////////////////// //////////////////////////////////////////////////////////////////// // // // / / // / / / / / / // // // //////////////////////////////// ////////////// // // // // // // // // / / / / / / / / // // ////// // //////////// ////////////////////// // // // // // // //////////////////////////////////////////////////////////////// //////////////////////////////////////////////////////////////////// // // // / / // / / / / / / // // // //////////////////////////////// ////////////// // // // // // TESC NOTES 1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH BASINS PER CITY OF RENTON STD PLAN 216.30 INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN 214.00 INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02 2 3 NOTES 1.SEE SHEET 1C4.00 FOR GENERAL SITE PREPARATION NOTES. 2.SITE PREPARATION SHOWN FOR REFERENCE PURPOSES ONLY. SEE SITE PREPARATION PLAN SHEETS FOR LIMITS OF WORK. C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 E C 1 . 2 0 . d w g | L a y o u t : 1 E C 1 . 1 6 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 9 : 5 1 : 5 5 a m B y C W I L C O X XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - R D W Y _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - S I T E - P R E P _ R E N T O N . d w g ; X - L E G E N D . d w g ; X - T E S C _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; X - R O W _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 33200 AD-READY SUBMITTAL 20'40' SCALE IN FEET 0' 108TH AVE SE (SR 515) SE 1 8 6 T H S T SE 1 8 4 T H L N (108TH-LINE) SE 1 8 6 T H S T RENTON SEGMENT TESC PLAN 108TH 28+00 TO 108TH 33+00 1EC1.16 123 W. HICKEY H. JOHNSON J. ETULAIN 1 1 1 2 2 2 1 2 2 R-4214123 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 OHPOHPOHPOHPOHPOHPOHPOHP O H P O H P O H P O H P OHP OH P OHP OH P OH P OH P OH P OH P OH P OH P OH P OHP OHP OHP OHP OHP OHP 51+00 52+00 53+00 54+00 55+00 56+00 //////////////////////////////////////////////////////////////////////////////////////////////// TESC NOTES 1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH BASINS PER CITY OF RENTON STD PLAN 216.30 INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN 214.00 INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02 2 3 NOTES 1.SEE SHEET 1C4.00 FOR GENERAL SITE PREPARATION NOTES. 2.SITE PREPARATION SHOWN FOR REFERENCE PURPOSES ONLY. SEE SITE PREPARATION PLAN SHEETS FOR LIMITS OF WORK. C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 E C 1 . 2 0 . d w g | L a y o u t : 1 E C 1 . 1 7 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 9 : 5 2 : 2 3 a m B y C W I L C O X XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - R D W Y _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - S I T E - P R E P _ R E N T O N . d w g ; X - L E G E N D . d w g ; X - T E S C _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; X - R O W _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 33200 AD-READY SUBMITTAL 20'40' SCALE IN FEET 0' 108TH AVE SE (SR 515) SE 1 9 2 N D S T CI T Y O F R E N T O N (108TH-LINE) CI T Y O F K E N T SEE VOLUME 2 FOR CITY OF KENT IMPROVEMENTS RENTON SEGMENT TESC PLAN 108TH 51+00 TO 108TH 56+00 1EC1.17 124 W. HICKEY H. JOHNSON J. ETULAIN 1 1 1 1 2 R-4214124 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 HMA FULL DEPTH HMA OVERLAY, 2" MIN CEMENT CONCRETE DETECTABLE WARNING SURFACE LANDSCAPING I LINE STATION AREA RETAINING WALL PEDESTRIAN GUARDRAIL FENCE RIGHT OF WAY (PROPOSED) FOUNDATION CONTACT EACH AGENCY'S PUBLIC WORKS DEPARTMENT AND SCHEDULE AND ATTEND A PRECONSTRUCTION MEETING AT LEAST ONE WEEK BEFORE BEGINNING CONSTRUCTION. ATTENDANTS TO INCLUDE EACH WORK SHALL CONFORM TO THE APPROVED DRAWINGS AND THE CONTRACT SPECIFICATIONS. CHANGES TO THESE DOCUMENTS REQUIRE PRE-APPROVAL FROM THE PROJECT REPRESENTATIVE AND THE AGENCY PRIOR TO CONSTRUCTION OF METRO FOOTINGS AND FACILITIES, PLEASE CONTACT METRO INSPECTORS AND CONSTRUCTION AT BUSSTOPINSPECTIONS@KINGCOUNTY.GOV OR BY PHONE AT 206-263-2381. PLEASE NOTE THAT METRO REQUIRES NOTICE OF AT LEAST THREE WEEKS IN ADVANCE TO SCHEDULE AN INSPECTION. ALL METRO FOOTINGS MUST BE INSPECTED AND APPROVED BY METRO INSPECTORS BEFORE ANY THE CONTRACTOR SHALL VERIFY ALL EXISTING DATA SHOWN IN THESE DOCUMENTS ARE AS INDICATED IN THE PLANS AND SPECIFICATIONS AND NOTIFY THE PROJECT REPFRESENTATIVE IMMEDIATELY OF ANY THE CONTRACTOR SHALL PROMPTLY NOTIFY THE PROJECT REPRESENTATIVE IN THE EVENT OF DISCOVERY OF UNSUITABLE SOILS OR HIGH GROUND WATER CONDITIONS OR DISCREPANCIES FROM THE PLANS. PAVING GENERAL NOTES 1.UNLESS OTHERWISE NOTED ALL DIMENSIONS ARE IN FEET. 2.SEE GRADING PLANS FOR ROADWAY GRADING AND CURB RETURN INFORMATION. 3.SEE CURB RAMP PLANS FOR CURB RAMP GRADING. 4.SEE STATION PLANS FOR DETAILS AT METRO STATIONS. 5.SEE SIGNING AND STRIPING PLANS FOR CROSSWALK AND STOP BAR LOCATIONS. 6.SEE SITE PREPARATION PLANS FOR REMOVAL OR MODIFICATION OF EXISTING METRO STATION ASSETS. 7.SEE ROADWAY TYPICAL SECTIONS FOR PAVEMENT THICKNESSES. 8.SEE STRUCTURAL PLANS FOR LIMIT AND TYPE OF RETAINING WALL AND FENCE ON TOP OF THE RETAINING WALL. 9.SEE STATION PLANS FOR LIMIT AND TYPE OF PEDESTRIAN GUARDRAILS AND BOLLARDS. 10.SEE DRIVEWAY PLANS FOR DRIVEWAY GRADING DETAILS. 11.SEE LANDSCAPE PLANS FOR PLANTING DETAILS. 12.SEE DRAINAGE PLANS FOR STORM DRAIN IMPROVEMENTS. 13.SEE UTILITY PLANS FOR UTILITY MODIFICATIONS. ALL UTILITIES WITHIN THE PAVING LIMITS SHALL BE ADJUSTED TO FINISHED GRADE. 14.SEE SIGNAL PLANS FOR SIGNAL MODIFICATIONS. 15.SEE ILLUMINATION PLANS FOR LIGHTING MODIFICATIONS. 16.SEE ITS PLANS FOR COMMUNICATIONS IMPROVEMENTS. 17.SEE ELECTRICAL PLANS FOR ELECTRICAL IMPROVEMENTS. 18.WHEN MATCHING EXISTING CURBS OR SIDEWALKS, FIELD VERIFY AND ADJUST MATCH LOCATION TO NEAREST CURB OR SIDEWALK JOINT. 19.SEE WSDOT STANDARD PLANS A-40.00 DOWEL BAR BASKETS, A-40.10 CEMENT CONCRETE PAVEMENT JOINTS, A-40.15 PCC PAVEMENT ISOLATION JOINTS AND A-40.15 PCC PAVEMENT ISOLATION JOINTS FOR ALL CEMENT CONC. PAVEMENT. PAVING LEGEND C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 2 . 0 1 . d w g | L a y o u t : 1 C 2 . 0 0 PL O T T E D : J u n 0 7 , 2 0 2 4 - 1 0 : 3 5 : 1 1 a m B y C W I L C O X XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - U T _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - D R _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT PAVING GENERAL NOTES AND LEGEND 1C2.00 125 A. VILLAR C. WILCOX J. LIM R-4214125 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 10 + 0 0 11 + 0 0 10+00 11+00 12+00 13+00 14+00 56 9 6 0 0 - 0 0 7 0 56 9 6 0 0 - 0 0 6 5 56 9 6 0 0 - 0 1 2 0 56 9 6 0 0 - 0 0 8 0 56 9 6 0 0 - 0 0 5 5 56 9 6 0 0 - 0 0 3 0 72 4 3 3 0 - 0 0 0 0 56 9 6 0 0 - 0 2 0 0 EX ROW EX ROW CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64 CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102 CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5 CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE PER CITY OF RENTON STD PLANS 104.1 AND 104.3 DOWELED CURB PER METRO STD DETAIL D109 RAISED BIKE LANE AT STATION, SEE DETAIL A/1C5.01 CEMENT CONCRETE BUS PAD (12" PCCP CLASS C-1 OVER 6" CSBC) PER METRO STD DETAIL 2/D108A PEDESTRIAN HANDRAIL PER CITY OF RENTON STD PLAN H024 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10 WOOD FENCE PER CIVIL DETAIL B ON SHEET 1C5.01 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62 ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG 58H-22 OVER 4-IN CSBC. SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. METRO TO RELOCATE EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH RECEPTACLE. CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02. CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 1C5.02. PAVING NOTES 1 2 3 4 5 6 7 8 9 10 11 12 PAVING GENERAL NOTES 1.SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES AND LEGEND. 13 14 15 16 17 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ c h 2 m h i l l _ a v 0 5 9 7 5 3 \ d 0 6 0 1 3 8 9 \ 1 C 2 . 0 1 . d w g | L a y o u t : 1 C 2 . 0 1 A PL O T T E D : J u n 1 3 , 2 0 2 4 - 0 9 : 4 0 : 5 3 a m B y A V 0 5 9 7 5 3 XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - U T _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - D R _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' S 2 N D S T LOGAN AVE S RE N T O N T R A N S I T C E N T E R (LOG-LINE) (2 N D - L I N E ) 1S1.02 - RENTON SEGMENT PAVING PLAN 2ND 11+00 TO LOG 14+50 1C2.01A 126 A. VILLAR C. WILCOX J. LIM 1S1.01 - R-4214126 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64 CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102 CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5 CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE PER CITY OF RENTON STD PLANS 104.1 AND 104.3 DOWELED CURB PER METRO STD DETAIL D109 RAISED BIKE LANE AT STATION, SEE DETAIL A/1C5.01 CEMENT CONCRETE BUS PAD (12" PCCP CLASS C-1 OVER 6" CSBC) PER METRO STD DETAIL 2/D108A PEDESTRIAN HANDRAIL PER CITY OF RENTON STD PLAN H024 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10 WOOD FENCE PER CIVIL DETAIL B ON SHEET 1C5.01 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62 ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG 58H-22 OVER 4-IN CSBC. SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. METRO TO RELOCATE EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH RECEPTACLE. CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02. CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 1C5.02. PAVING NOTES 1 2 3 4 5 6 7 8 9 10 11 12 PAVING GENERAL NOTES 1.SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES AND LEGEND. 13 14 15 16 17 18+29 17+0 0 18 + 0 0 10+00 11+00 12+00 13+00 14+00 19 2 3 0 5 - 9 1 0 1 192305-9102 192305-9103 192305-9032 C R3780.5' LAK 16+74.12, 1.82' LT LAK 16+76.05, 19.29' LT BEGIN 1 LAK 17+03.69, 1.15' LT PC GRA 11+70.32, 39.50' LT PC 1 LAK 16+75.89, 17.82' LT BEGIN 2' GUTTER TRANSITION LAK 16+77.93, 18.07' LT END 2' GUTTER TRANSITION EX ROW EX ROW4 1 21 . 5 ' 8. 0 ' 6.0'5. 0 ' GRA 10+91.32, 18.00' LT PT GRA 11+23.76, 48.00' LT 5. 0 ' GRA 13+68.85, 41.57' RT BEGIN4 GRA 13+71.32, 41.56' RT END4 4 R47.5'LAK 17+92.15, 29.10' RT LAK 17+95.23, 31.82' RT LAK 17+93.06, 35.82' RT LAK 17+89.54, 33.92' RT GRA 11+10.98, 48.00' LT AP GRA 11+02.98, 46.00' LT AP 4 GRA 10+85.16, 46.00' LT AP C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 2 . 0 1 . d w g | L a y o u t : 1 C 2 . 0 1 PL O T T E D : J u n 0 7 , 2 0 2 4 - 1 0 : 3 6 : 3 6 a m B y C W I L C O X XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - U T _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - D R _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' S GRADY WAY LAK E A V E S (LA K - L I N E ) (GRA-LINE) RENTON SEGMENT PAVING PLAN GRA 10+00 TO GRA 14+00 1C2.01 127 A. VILLAR C. WILCOX J. LIM 1C6.01 1 R-4214127 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64 CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102 CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5 CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE PER CITY OF RENTON STD PLANS 104.1 AND 104.3 DOWELED CURB PER METRO STD DETAIL D109 RAISED BIKE LANE AT STATION, SEE DETAIL A/1C5.01 CEMENT CONCRETE BUS PAD (12" PCCP CLASS C-1 OVER 6" CSBC) PER METRO STD DETAIL 2/D108A PEDESTRIAN HANDRAIL PER CITY OF RENTON STD PLAN H024 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10 WOOD FENCE PER CIVIL DETAIL B ON SHEET 1C5.01 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62 ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG 58H-22 OVER 4-IN CSBC. SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. METRO TO RELOCATE EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH RECEPTACLE. CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02. CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 1C5.02. PAVING NOTES 1 2 3 4 5 6 7 8 9 10 11 12 PAVING GENERAL NOTES 1.SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES AND LEGEND. 13 14 15 16 17 14+00 15+00 16+00 17+00 18+00 19+00 T&T P B PB 192305-9043 192305-9096 192305-9032 C R3780.5' 6. 0 ' 22 . 0 ' 13 . 0 ' 6. 0 ' 8. 0 ' 5. 0 ' 8. 0 ' 5.5' 21 . 5 ' 8.5' 8. 0 ' 6. 0 ' 22 . 0 ' 6.1' 6. 0 ' 22 . 0 ' GRA 15+25.38, 26.00' LT GRA 15+43.86, 92.26' LT GRA 15+60.16, 85.89' LT BEGIN 1 GRA 15+15.16, 83.77' LT END1 GRA 15+10.21, 27.29' RT GRA 15+00.69, 99.49' RT END1 GRA 14+43.89, 41.17' RT BEGIN1 GRA 15+12.38, 99.11' RT GRA 15+51.68, 89.83' RT BEGIN 1 GRA 15+41.18, 87.93' RT GRA 15+47.00, 27.70' RT GRA 16+19.18, 41.09' RT END 1 GRA 16+09.36, 49.66' RT AP GRA 15+04.87, 74.07' LT AP GRA 15+78.67, 85.40' LT BEGIN PC 2 GRA 16+14.24, 54.50' LT PT GRA 16+47.79, 51.00' LT AP GRA 16+53.80, 39.90' LT GRA 17+92.13, 51.00' LT END2 GRA 14+53.81, 49.69' RT AP EX ROW EX ROW EX ROW EX ROW 4 41 4 2 4 5 1 1 4 4 2 14 22 . 0 ' 8. 0 ' GRA 15+26.40, 83.51' LT GRA 15+43.11, 25.62' LT GRA 18+22.10, 51.18' LT BEGIN 2 4 R35.0' 3.1' R27.0' GRA 16+09.41, 59.50' LT PT 2 1 14 5. 0 ' GRA 17+84.01, 59.50' LT GRA 18+32.61, 60.00' LT 30.0' 5. 5 ' GRA 16+33.59, 47.91' LT AP GRA 15+81.81, 85.30' LT PC GRA 17+87.06, 54.50' LT GRA 17+83.99, 67.50' LT GRA 18+32.63, 67.50' LT GRA 16+53.80, 39.90' LTGRA 16+06.16, 39.50' LT PC 3. 0 ' 5. 0 ' 3. 0 ' 5. 0 ' 13 . 5 ' PROPOSED ROW PROPOSED ROW EX ROW14.7' GRA 14+59.72, 18.00' LT GRA 14+59.77, 16.00' LT GRA 14+69.77, 18.00' LT GRA 14+69.81, 16.00' LT GRA 15+44.00, 17.60' LT GRA 15+44.00, 15.60' LT GRA 15+54.04, 17.50' LT GRA 15+54.04, 15.35' LT C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 2 . 0 1 . d w g | L a y o u t : 1 C 2 . 0 2 PL O T T E D : J u n 0 7 , 2 0 2 4 - 1 0 : 3 7 : 5 2 a m B y C W I L C O X XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - U T _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - D R _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' S GRADY WAY (GRA-LINE) 1C6.02 1 RENTON SEGMENT PAVING PLAN GRA 14+00 TO GRA 19+00 1C2.02 128 A. VILLAR C. WILCOX J. LIM 1C6.02 2 1C6.02 4 1C6.02 3 1C9.01 1 SH A T T U C K A V E S R-4214128 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64 CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102 CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5 CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE PER CITY OF RENTON STD PLANS 104.1 AND 104.3 DOWELED CURB PER METRO STD DETAIL D109 RAISED BIKE LANE AT STATION, SEE DETAIL A/1C5.01 CEMENT CONCRETE BUS PAD (12" PCCP CLASS C-1 OVER 6" CSBC) PER METRO STD DETAIL 2/D108A PEDESTRIAN HANDRAIL PER CITY OF RENTON STD PLAN H024 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10 WOOD FENCE PER CIVIL DETAIL B ON SHEET 1C5.01 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62 ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG 58H-22 OVER 4-IN CSBC. SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. METRO TO RELOCATE EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH RECEPTACLE. CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02. CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 1C5.02. PAVING NOTES 1 2 3 4 5 6 7 8 9 10 11 12 PAVING GENERAL NOTES 1.SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES AND LEGEND. 13 14 15 16 17 19+00 20+00 21+00 22+00 23+00 24+00 S G R A D Y 192305-9070 192305-9023 192305-9070 C F F R5.0' R25.0' R3780.5' R15.0' 30.0'6. 0 ' 22 . 0 ' 6. 0 ' 22 . 0 ' 45.0' 10 . 0 ' 11 . 0 ' 10 . 0 ' 21 . 4 ' 5. 0 ' 8. 0 ' GRA 19+61.58, 51.00' LT END 2 GRA 19+91.89, 51.00' LT BEGIN 2 GRA 21+98.77, 57.50' LT END2 GRA 23+22.16, 49.93' LT AP GRA 22+81.86, 57.47' LT END1 GRA 23+85.79, 41.39' LT END/END/BEGIN19 GRA 23+30.22, 39.73' LT END/BEGIN/BEGIN 1 7 GRA 23+24.14, 39.50' LT PT GRA 22+47.54, 40.64' RT BEGIN1 GRA 22+96.35, 50.50' RT END 4:1 TAPER GRA 23+09.43, 50.50' RT END/BEGIN/BEGIN97 GRA 23+63.71, 50.50' RT END/END/BEGIN19 GRA 22+61.18, 68.18' RT BEGIN2 GRA 22+62.87, 69.19' RT PC GRA 22+69.00, 68.22' RT PT GRA 22+70.16, 66.92' RT PC GRA 22+81.06, 62.00' RT PT GRA 22+96.18, 62.00' RT END2 GRA 23+55.25, 62.49' RT BEGIN2 GRA 23+62.74, 65.41' RT END2 GRA 23+69.66, 61.00' RT AP GRA 23+79.50, 64.00' RT PC GRA 23+79.50, 50.50' RT GRA 22+17.05, 62.91' LT END2 GRA 22+17.06, 53.00' LT BEGIN2 GRA 22+62.52, 53.00' LT BEGIN1 EX ROW 2 4 5 24 1 1 5 4 9 1 EX ROW 4 2 2 4 1 9 1 2 14 14 14 GRA 23+22.13, 41.00' LT AP GRA 23+15.94, 53.00' LT AP GRA 23+14.03, 45.00' LT AP GRA 22+57.44, 40.67' RT BEGIN 4:1 TAPER 10 . 0 ' 11 . 0 ' 12 . 0 ' 13 . 1 ' GRA 19+30.76, 60.00' LT GRA 20+21.05, 60.00' LT 1. 0 ' 5. 5 ' 8. 0 ' 7 9 7 7 7 1 GRA 22+10.97, 51.00' LT AP GRA 21+60.06, 57.50' LT 2. 5 ' 3. 0 ' 3. 8 ' GRA 19+30.76, 67.50' LT 5. 5 ' GRA 19+56.50, 54.50' LT GRA 20+21.12, 67.50' LT GRA 19+96.96, 54.51' LT GRA 21+98.77, 54.50' LT 5. 0 ' 4.0 ' 4. 0 ' GRA 23+53.37, 66.00' RT AP GRA 23+60.75, 68.87' RT GRA 23+46.38, 17.50' LT GRA 24+07.88, 50.33' LT AP 3. 0 ' 5. 0 ' 5. 0 ' TYPE C2B PROPOSED ROW PROPOSED ROW EX ROW C: \ p w _ w o r k d i r \ d e n 0 0 3 \ c h 2 m h i l l _ a v 0 5 9 7 5 3 \ d 0 6 0 1 3 8 9 \ 1 C 2 . 0 1 . d w g | L a y o u t : 1 C 2 . 0 3 PL O T T E D : J u n 1 3 , 2 0 2 4 - 0 8 : 4 1 : 5 4 a m B y A V 0 5 9 7 5 3 XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - U T _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - D R _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' S GRADY WAY (GRA-LINE) 1S1.09 - 1S1.10 - RENTON SEGMENT PAVING PLAN GRA 19+00 TO GRA 24+00 1C2.03 129 A. VILLAR C. WILCOX J. LIM 1C9.01 2 1C9.02 3 R-4214129 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64 CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102 CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5 CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE PER CITY OF RENTON STD PLANS 104.1 AND 104.3 DOWELED CURB PER METRO STD DETAIL D109 RAISED BIKE LANE AT STATION, SEE DETAIL A/1C5.01 CEMENT CONCRETE BUS PAD (12" PCCP CLASS C-1 OVER 6" CSBC) PER METRO STD DETAIL 2/D108A PEDESTRIAN HANDRAIL PER CITY OF RENTON STD PLAN H024 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10 WOOD FENCE PER CIVIL DETAIL B ON SHEET 1C5.01 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62 ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG 58H-22 OVER 4-IN CSBC. SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. METRO TO RELOCATE EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH RECEPTACLE. CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02. CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 1C5.02. PAVING NOTES 1 2 3 4 5 6 7 8 9 10 11 12 PAVING GENERAL NOTES 1.SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES AND LEGEND. 13 14 15 16 17 PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL 24 + 0 0 25 + 0 0 26 + 0 0 10+0010+00 11+00 12+00 13+00 14+00 PB PB 91 5 4 6 0 - 0 0 0 5 915460-0010 192305- 9 0 2 3 C 12 . 0 ' 5. 0 ' 8 . 0 ' 6.0 ' 6. 0 ' 10.0'21.4' 20 . 6 ' 8.0'20.3' 8.0' 5.0' 5.9 ' 6. 0 ' 10.0' 6. 0 ' 6.5 ' TAL-B 11+22.71, 60.12' RT PC TAL-B 11+10.93, 72.47' RT PT TAL-B 11+52.57, 49.05' RT TAL-B 11+70.88, 49.09' RT END 1 TAL-B 10+27.45, 20.08' RTGRA 25+05.28, 22.71' LT GRA 24+77.10, 77.93' LT END 1 TAL-B 11+99.79, 49.55' RT TAL-B 12+50.37, 49.57' RT TAL-B 14+47.32, 46.25' RT TAL-B 14+68.70, 45.34' RT TAL-B 10+47.31, 35.12' RT TAL-B 10+47.47, 20.12' RT TAL-B 13+79.19, 48.85' RT EX ROW EX ROW EX ROW 1 1 4 4 1 4 4 EX R O W 2 2 2 4 4 GRA 25+98.43, 28.72' LT GRA 25+56.53, 81.21' LT BEGIN 1 5. 5 ' GRA 25+98.42, 40.47' LT END1 6.0' 4 1 TAL-B 11+52.55, 55.55' RT PT TAL-B 11+18.69, 56.19' RT AP GRA 25+45.36, 28.65' LT 16.0' TAL-B 10+35.24, 76.05' LT BEGIN1 TAL-B 10+16.79, 75.45' LT TAL-B 10+18.56, 25.00' LT 1 5.0' TAL-B 13+68.54, 73.92' LT END1 TAL-B 13+31.95, 42.50' LT TAL-B 13+63.23, 72.98' LT AP TAL-B 13+47.64, 58.50' LT AP TAL-B 13+87.99, 90.50' LT 4 1 17 . 0 ' 8. 0 ' 8. 0 ' 10 . 9 ' 10 . 5 ' TAL-B 13+36.66, 42.00' LT PRC TAL-B 12+30.53, 42.00' LT PC R742.0' R18.5' TAL-B 10+70.21, 58.50' LT PT GRA 24+00.75, 52.20' LT AP GRA 24+44.25, 22.28' LT AP GRA 24+07.88, 50.33' LT AP TAL-B 10+71.56, 96.00' RT AP TAL-B 10+75.58, 94.79' RT AP 1 . 0 ' R98.5' 6. 0 ' TAL-B 10+79.39, 90.15' RT AP TAL-B 10+79.81, 85.97' RT AP TAL-B 13+84.35, 70.18' LTTAL-B 10+51.72, 76.59' LT PC 8.0' 10.0' 6. 0 ' 6.2 ' 10.0' GRA 25+04.88, 42.70' LT GRA 24+88.70, 42.35' LT 8. 0 ' 4 4 PROPOSED ROW TAL-B 12+12.34, 35.42' RT PROPOSED ROW PROPOSED ROW 27 + 0 0 EX ROW 4 4.0' 2.3' EX ROW 15 . 2 ' C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 2 . 0 1 . d w g | L a y o u t : 1 C 2 . 0 4 PL O T T E D : J u n 0 7 , 2 0 2 4 - 1 0 : 4 0 : 3 1 a m B y C W I L C O X XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - U T _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - D R _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' S G R A D Y W A Y TALBOT RD S (TAL-B-LINE) (G R A - L I N E ) 1C6.03 1 1C6.04 1 RENTON SEGMENT PAVING PLAN GRA 24+00 TO TAL-B 14+00 1C2.04 130 A. VILLAR C. WILCOX J. LIM 1C6.03 3 1C6.03 2 S G R A D Y W A Y TALBOT RD S 1C6.04 2 1C6.05 1 1C10.04A 2 R-4214130 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64 CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102 CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5 CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE PER CITY OF RENTON STD PLANS 104.1 AND 104.3 DOWELED CURB PER METRO STD DETAIL D109 RAISED BIKE LANE AT STATION, SEE DETAIL A/1C5.01 CEMENT CONCRETE BUS PAD (12" PCCP CLASS C-1 OVER 6" CSBC) PER METRO STD DETAIL 2/D108A PEDESTRIAN HANDRAIL PER CITY OF RENTON STD PLAN H024 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10 WOOD FENCE PER CIVIL DETAIL B ON SHEET 1C5.01 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62 ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG 58H-22 OVER 4-IN CSBC. SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. METRO TO RELOCATE EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH RECEPTACLE. CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02. CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 1C5.02. PAVING NOTES 1 2 3 4 5 6 7 8 9 10 11 12 PAVING GENERAL NOTES 1.SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES AND LEGEND. 13 14 15 16 17 PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL 14+00 15+00 16+00 17+00 18+00 192305-9094 202305-9007 192305 - 9 0 2 3 R3.0' R5.0' R658.5' 8. 0 ' 21.0' 13 . 0 ' 8. 0 ' 22.0' 6 . 0 ' 20.0' 5 . 9 ' 10.0' TAL-B 15+11.49, 28.69' RT PC TAL-B 16+07.21, 41.70' RT PCC TAL-B 16+65.42, 41.70' RT PT TAL-B 15+38.91, 75.37' RT END1 TAL-B 15+85.11, 61.85' RT BEGIN 2 TAL-B 15+85.71, 79.73' RTTAL-B 15+68.44, 71.99' RT END BEGIN 21 TAL-B 15+84.22, 71.46' RT PT TAL-B 15+78.20, 76.01' RT PC TAL-B 15+71.42, 75.46' RT PT TAL-B 14+47.32, 46.25' RT TAL-B 14+68.70, 45.34' RT TAL-B 13+79.19, 48.85' RT 2 1 5 4 5 4TYPE C2 TYPE C2 4 EX ROW EX ROW 15 14 14 4 4 TAL-B 15+11.20, 44.98' RT BEGIN1 1 4 6.0 ' 10 . 0 ' TAL-B 14+03.83, 88.24' LT BEGIN 1 5.2' TAL-B 14+34.27, 41.00' LT PRC TAL-B 14+11.09, 74.96' LT PC TAL-B 16+44.74, 57.50' LT AP TAL-B 16+43.81, 49.50' LT AP 4 1 TAL-B 16+97.73, 18.46' LT TAL-B 17+01.59, 98.23' LT END1 1 1 8 . 0 ' 16.8' TAL-B 14+30.48, 57.50' LT PT 8. 0 ' 8. 0 ' 15 . 3 ' 10 . 0 ' R741.0'9. 5 ' TAL-B 16+59.06, 41.00' LT PCC R22.0' TAL-B 18+29.03, 50.72' RT BEGIN16 16 PCC TAL-B 18+15.98, 50.22' RT 4. 3 ' R727.0' TAL-B 16+55.58, 18.54' LT PT R671.5' TAL-B 16+65.42, 28.70' RT PT TAL-B 17+17.88, 102.30' LT PT R75.0' TAL-B 16+97.73, 27.96' LT PC 6 . 2 ' TAL-B 15+36.37, 18.69' RT TAL-B 15+36.74, 20.86' LT 5.0' TAL-B 17+79.86, 36.85' LT TAL-B 17+85.61, 34.17' LT TAL-B 17+88.68, 40.75' LT TAL-B 17+84.58, 43.61' LT PROPOSED ROW TAL-B 15+36.61, 5.68' LT BEGIN13 TAL-B 15+36.57, 1.35' LT BEGIN13 TAL-B 15+41.57, 6.14' LT END 13 TAL-B 15+41.56, 2.35' LT END 13 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 2 . 0 1 . d w g | L a y o u t : 1 C 2 . 0 5 PL O T T E D : J u n 0 7 , 2 0 2 4 - 1 0 : 4 3 : 1 0 a m B y C W I L C O X XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - U T _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - D R _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' TALBOT RD S (TAL-B-LINE) 1C6.06 2 RENTON SEGMENT PAVING PLAN TAL-B 14+00 TO TAL-B 18+50 1C2.05 131 A. VILLAR C. WILCOX J. LIM 1C6.06 1 1C9.03 4 1C9.03 5 1C6.05 2 1C6.07 1 R-4214131 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64 CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102 CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5 CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE PER CITY OF RENTON STD PLANS 104.1 AND 104.3 DOWELED CURB PER METRO STD DETAIL D109 RAISED BIKE LANE AT STATION, SEE DETAIL A/1C5.01 CEMENT CONCRETE BUS PAD (12" PCCP CLASS C-1 OVER 6" CSBC) PER METRO STD DETAIL 2/D108A PEDESTRIAN HANDRAIL PER CITY OF RENTON STD PLAN H024 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10 WOOD FENCE PER CIVIL DETAIL B ON SHEET 1C5.01 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62 ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG 58H-22 OVER 4-IN CSBC. SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. METRO TO RELOCATE EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH RECEPTACLE. CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02. CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 1C5.02. PAVING NOTES 1 2 3 4 5 6 7 8 9 10 11 12 PAVING GENERAL NOTES 1.SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES AND LEGEND. 13 14 15 16 17 19+00 20+00 21+00 22+00 23+00 202305-9008 192305-9001 72 3 1 6 0 - 0 5 9 5 C 1 14 4 4 4 1 TYPE C2 5 EX ROW EX ROW 14 TAL-B 22+58.42, 20.65' RT TAL-B 20+39.35, 28.75' RT AP TAL-B 22+49.71, 87.53' RT END 1 TAL-B 19+87.10, 58.24' RT END2 TAL-B 19+87.10, 50.24' RT BEGIN2 TAL-B 20+26.55, 58.24' RT END 2 TAL-B 20+26.99, 50.24' RT BEGIN 2 8. 0 ' 13 . 0 ' 40.0' 13 . 0 ' TAL-B 22+54.44, 87.08' RT TAL-B 22+07.52, 30.64' RT PC TAL-B 22+53.38, 73.16' RT PTR46.0' 10 . 0 ' 10 . 0 ' TAL-B 20+39.54, 18.75' RT AP TAL-B 20+89.52, 20.62' RT AP TAL-B 20+89.33, 30.62' RT AP TAL-B 22+06.49, 51.75' LT TAL-B 22+09.71, 41.84' LT TAL-B 21+98.29, 30.46' LT TAL-B 21+92.79, 30.43' LT 4 TAL-B 22+04.25, 41.91' LT TAL-B 22+04.29, 35.83' LT TAL-B 21+98.21, 35.84' LT TAL-B 21+92.48, 51.65' LT TAL-B 21+15.78, 44.63' RT AP END 26.7:1 TAPER TAL-B 18+64.00, 18.72' RT 25 . 2 ' TAL-B 18+64.00, 6.50' LT TAL-B 19+32.03, 50.73' RT END16 16 8. 0 ' TAL-B 21+02.27, 52.63' RT AP TAL-B 22+22.08, 52.64' RT R28.5' 6.0' TAL-B 22+63.41, 86.40' RT TAL-B 18+86.36, 30.38' LT TAL-B 20+39.11, 41.75' RT AP BEGIN 26.7:1 TAPER TAL-B 18+76.36, 30.43' LT TAL-B 18+76.40, 36.32' LT TAL-B 18+86.18, 36.02' LT C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 2 . 1 0 . d w g | L a y o u t : 1 C 2 . 0 6 PL O T T E D : J u n 0 7 , 2 0 2 4 - 1 0 : 4 5 : 5 7 a m B y C W I L C O X XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ P R O P . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - P A R C E L - I N F O . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - S N - C H A N N _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' TALBOT RD S I - 4 0 5 S B O F F - R A M P (TAL-B-LINE) S R E N T O N V I L L A G E P L RENTON SEGMENT PAVING PLAN TAL-B 18+50 TO TAL-B 23+50 1C2.06 132 A. VILLAR C. WILCOX J. LIM 1C6.08 2 1C9.04 6 1C6.08 1 R-4214132 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64 CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102 CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5 CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE PER CITY OF RENTON STD PLANS 104.1 AND 104.3 DOWELED CURB PER METRO STD DETAIL D109 RAISED BIKE LANE AT STATION, SEE DETAIL A/1C5.01 CEMENT CONCRETE BUS PAD (12" PCCP CLASS C-1 OVER 6" CSBC) PER METRO STD DETAIL 2/D108A PEDESTRIAN HANDRAIL PER CITY OF RENTON STD PLAN H024 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10 WOOD FENCE PER CIVIL DETAIL B ON SHEET 1C5.01 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62 ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG 58H-22 OVER 4-IN CSBC. SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. METRO TO RELOCATE EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH RECEPTACLE. CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02. CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 1C5.02. PAVING NOTES 1 2 3 4 5 6 7 8 9 10 11 12 PAVING GENERAL NOTES 1.SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES AND LEGEND. 13 14 15 16 17 33+00 34+00 35+00 36+00 37+00 38+00 722200-0250 722200-0010 722200-0245 4 4 EX ROW EX ROW TAL-B 34+77.50, 38.33' RT TAL-B 35+06.46, 37.04' RT TAL-B 37+00.42, 30.44' LT TAL-B 37+29.41, 30.20' LT 6. 0 ' 6. 0 ' 5. 0 ' 5. 0 ' TAL-B 34+81.93, 48.16' RT TAL-B 35+02.91, 47.21' RT TAL-B 37+03.81, 41.11' LT TAL-B 37+26.11, 40.98' LT 10 . 0 ' TAL-B 37+03.78, 35.48' LT BEGIN17 TAL-B 37+26.10, 35.25' LT END 17 4.0'4.0' C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 2 . 1 0 . d w g | L a y o u t : 1 C 2 . 0 7 PL O T T E D : J u n 0 7 , 2 0 2 4 - 1 0 : 4 7 : 1 2 a m B y C W I L C O X XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ P R O P . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - P A R C E L - I N F O . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - S N - C H A N N _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' BENSON DR S (SR 515) S P U G E T D R S 1 5 T H S T (TAL-B-LINE) 1S1.12 - 1S1.11 - RENTON SEGMENT PAVING PLAN TAL-B 33+00 TO TAL-B 38+00 1C2.07 133 A. VILLAR C. WILCOX J. LIM R-4214133 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64 CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102 CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5 CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE PER CITY OF RENTON STD PLANS 104.1 AND 104.3 DOWELED CURB PER METRO STD DETAIL D109 RAISED BIKE LANE AT STATION, SEE DETAIL A/1C5.01 CEMENT CONCRETE BUS PAD (12" PCCP CLASS C-1 OVER 6" CSBC) PER METRO STD DETAIL 2/D108A PEDESTRIAN HANDRAIL PER CITY OF RENTON STD PLAN H024 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10 WOOD FENCE PER CIVIL DETAIL B ON SHEET 1C5.01 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62 ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG 58H-22 OVER 4-IN CSBC. SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. METRO TO RELOCATE EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH RECEPTACLE. CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02. CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 1C5.02. PAVING NOTES 1 2 3 4 5 6 7 8 9 10 11 12 PAVING GENERAL NOTES 1.SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES AND LEGEND. 13 14 15 16 17 24+00 25+00 26+00 27+00 28+00 29+00 72292 8 - 0 1 0 0 72220 0 - 0 1 6 3 85570 0 - 0 1 4 0 8 5 5 7 0 0 - 0 0 1 0 85570 0 - 0 0 2 0 30230 5 - 9 0 7 3 4. 9 ' 1 4 4 1 41 EX ROW EX ROW TAL-21 25+38.01, 50.26' LT BEGIN1 TAL-21 25+22.91, 42.48' LT TAL-21 25+39.71, 9.85' LT TAL-21 25+36.57, 7.54' RT TAL-21 25+65.42, 43.63' RT BEGIN1 TAL-21 25+96.91, 17.74' RT END 1 TAL-21 26+12.66, 17.84' LT END 1 TAL-21 28+29.93, 11.34' RT TAL-21 28+29.99, 18.34' RT END 1 TAL-21 27+76.64, 13.31' RT TAL-21 27+77.09, 20.29' RT BEGIN1 TAL-21 28+04.78, 27.41' RT AP TAL-21 25+86.73, 25.35' LT AP TAL-21 25+91.73, 28.86' LT AP 5. 7 ' 6.0' 8. 0 ' 10 . 0 ' 6.0' TAL-21 26+12.74, 28.82' LT TAL-21 28+09.70, 29.24' RT AP TAL-21 25+75.42, 42.44' RT BEGIN 11 TAL-21 25+69.97, 31.35' RT AP TAL-21 25+90.87, 27.80' RT END 11 TAL-21 25+72.72, 28.69' RT AP TAL-21 25+43.31, 2.86' LT AP 1 4 4 8. 0 ' 5. 4 ' 7. 0 ' 10.0' TAL-21 25+74.35, 42.55' RT AP TAL-21 25+31.44, 2.82' LT AP TAL-21 25+88.35, 15.82' RT PRC TAL-21 25+96.91, 2.84' LT AP TAL-21 25+78.41, 13.08' RT PC TAL-21 25+96.91, 8.58' RT 4.0' TAL-21 25+82.24, 17.85' LT PC TAL-21 25+72.01, 26.78' LT AP TAL-21 25+73.55, 31.54' LT AP TAL-21 25+66.12, 34.55' LT AP TAL-21 25+64.58, 29.79' LT AP 4 PROPOSED ROW C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 2 . 1 0 . d w g | L a y o u t : 1 C 2 . 0 8 PL O T T E D : J u n 0 7 , 2 0 2 4 - 1 0 : 4 9 : 4 0 a m B y C W I L C O X XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ P R O P . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - P A R C E L - I N F O . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - S N - C H A N N _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' TALBOT RD S S 2 3 R D S T (TAL-21-LINE) 1S1.13 - RENTON SEGMENT PAVING PLAN TAL-21 24+00 TO TAL-21 29+00 1C2.08 134 A. VILLAR C. WILCOX J. LIM TA L B O T C R E S T D R S 1S1.14 - 1C6.09 1 1C6.09 2 R20.0' PT R-4214134 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64 CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102 CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5 CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE PER CITY OF RENTON STD PLANS 104.1 AND 104.3 DOWELED CURB PER METRO STD DETAIL D109 RAISED BIKE LANE AT STATION, SEE DETAIL A/1C5.01 CEMENT CONCRETE BUS PAD (12" PCCP CLASS C-1 OVER 6" CSBC) PER METRO STD DETAIL 2/D108A PEDESTRIAN HANDRAIL PER CITY OF RENTON STD PLAN H024 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10 WOOD FENCE PER CIVIL DETAIL B ON SHEET 1C5.01 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62 ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG 58H-22 OVER 4-IN CSBC. SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. METRO TO RELOCATE EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH RECEPTACLE. CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02. CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 1C5.02. PAVING NOTES 1 2 3 4 5 6 7 8 9 10 11 12 PAVING GENERAL NOTES 1.SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES AND LEGEND. 13 14 15 16 17 54+00 55+00 56+00 57+00 58+00 59+00 302305-9029 30 2 3 0 5 - 9 1 1 6 302305-9114 302305-9115 302305-9030 302305-9019 948575-TRC T 1 4 4 EX ROW EX ROW TAL-21 56+43.00, 15.98' RT BEGIN1 TAL-21 57+36.25, 14.82' RT END 1 TAL-21 56+22.05, 19.83' LT TAL-21 56+51.05, 19.97' LT TAL-21 57+21.37, 23.56' RT AP TAL-21 57+11.15, 25.70' RT AP 10 . 0 ' 7. 7 ' TAL-21 56+47.52, 31.96' LTTAL-21 56+25.52, 31.86' LT 5. 0 ' 11 . 5 ' 5. 0 ' TAL-21 56+56.00, 16.02' RT AP TAL-21 56+85.09, 21.09' RT AP TAL-21 56+90.16, 26.01' RT AP 5. 0 ' 3. 7 ' 3. 1 ' TAL-21 56+25.54, 24.81' LT BEGIN16 TAL-21 56+47.54, 24.93' LT END 16 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 2 . 1 0 . d w g | L a y o u t : 1 C 2 . 0 9 PL O T T E D : J u n 0 7 , 2 0 2 4 - 1 0 : 4 9 : 4 0 a m B y C W I L C O X XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ P R O P . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - P A R C E L - I N F O . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - S N - C H A N N _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' TALBOT RD S (TAL-21-LINE) 1S1.16 - 1S1.15 - RENTON SEGMENT PAVING PLAN TAL-21 54+00 TO TAL-21 59+00 1C2.09 135 A. VILLAR C. WILCOX J. LIM S 3 2 N D S T 1C6.10 1 1C6.10 2 R-4214135 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64 CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102 CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5 CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE PER CITY OF RENTON STD PLANS 104.1 AND 104.3 DOWELED CURB PER METRO STD DETAIL D109 RAISED BIKE LANE AT STATION, SEE DETAIL A/1C5.01 CEMENT CONCRETE BUS PAD (12" PCCP CLASS C-1 OVER 6" CSBC) PER METRO STD DETAIL 2/D108A PEDESTRIAN HANDRAIL PER CITY OF RENTON STD PLAN H024 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10 WOOD FENCE PER CIVIL DETAIL B ON SHEET 1C5.01 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62 ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG 58H-22 OVER 4-IN CSBC. SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. METRO TO RELOCATE EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH RECEPTACLE. CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02. CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 1C5.02. PAVING NOTES 1 2 3 4 5 6 7 8 9 10 11 12 PAVING GENERAL NOTES 1.SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES AND LEGEND. 13 14 15 16 17 71+00 72+00 73+00 74+00 75+00 76+00 855860-0035 855860-0040 302305-9040 302305-9044 855860-0125 855860-0130 855860-0135 302305-9109 5.5' 8. 0 ' 4 8 82 EX ROW EX ROW TAL-21 72+59.49, 72.05' LT TAL-21 72+46.65, 58.70' LT TAL-21 72+80.12, 75.24' LT TAL-21 73+01.96, 55.39' LT TAL-21 73+15.38, 34.64' LT TAL-21 72+54.59, 45.59' LT END1 TAL-21 73+78.00, 19.50' LT END 1 TAL-21 73+82.93, 20.32' LT TAL-21 73+11.92, 31.52' LT BEGIN 1 TAL-21 72+48.99, 46.30' LT TAL-21 73+57.98, 11.02' RT TAL-21 75+57.25, 11.04' RT TAL-21 74+43.46, 28.03' RT AP TAL-21 75+18.46, 28.04' RT AP TAL-21 75+14.46, 14.54' RT END2 TAL-21 75+14.46, 19.54' RT END BEGIN 21 TAL-21 74+47.46, 14.53' RT BEGIN2 TAL-21 74+47.46, 19.53' RT END BEGIN 12 TAL-21 74+53.46, 30.03' RT AP TAL-21 75+08.46, 30.03' RT AP TAL-21 75+49.45, 52.89' RT END1 4. 5 ' 10 . 0 ' 8. 0 ' TAL-21 75+16.46, 11.04' RT TAL-21 74+45.46, 16.53' RT 4 4 1 4 1 TAL-21 75+82.18, 12.39' RT TAL-21 75+85.33, 46.25' RT BEGIN1 5.0' 1 TAL-21 76+11.87, 21.96' RT END1 5. 0 ' 4TAL-21 72+36.71, 10.47' LT AP TAL-21 72+36.71, 14.50' LT END2 TAL-21 71+69.71, 14.50' LT BEGIN2 TAL-21 72+36.71, 19.50' LT END BEGIN 12 26 . 0 ' 10 . 0 ' 4. 5 ' 5. 0 ' TAL-21 71+75.71, 30.00' LT AP TAL-21 72+30.71, 30.00' LT AP 9. 8 ' 1 3.0' 7.0' TAL-21 73+67.15, 49.18' RT BEGIN 1 8.0' 12 . 6 ' 8. 0 ' 5. 9 ' 3.0' 4 9. 6 ' 4 19 . 8 ' 21 . 3 ' 4 TAL-21 71+69.71, 25.00' LT AP 6.1' TAL-21 71+67.83, 31.00' LT BEGIN11 11 1 TAL-21 72+83.97, 53.46' LT PC TAL-21 72+99.08, 50.29' LT PT R8.0' R8.0' TAL-21 72+60.12, 65.98' LT PT TAL-21 72+51.16, 58.12' LT PC TAL-21 73+67.00, 25.00' LT AP TAL-21 73+73.00, 27.00' LT AP TAL-21 73+78.00, 27.00' LT AP 3. 0 ' TAL-21 75+49.69, 32.39' RT TAL-21 75+40.38, 40.18' RT AP 4. 0 ' TAL-21 76+02.75, 29.19' RT AP TAL-21 76+07.77, 28.80' RT AP TAL-21 72+52.96, 31.00' LT END11 TAL-21 71+69.71, 19.50' LT BEGIN2 TAL-21 71+62.78, 30.00' LT AP 2 5. 0 ' 14.2' 6. 5 ' 5. 5 ' 5. 5 ' TAL-21 73+23.24, 26.59' LT TAL-21 73+30.21, 26.71' LT 6.0' 6.0' 6.0'6.0' PROPOSED ROW C: \ p w _ w o r k d i r \ d e n 0 0 3 \ c h 2 m h i l l _ a v 0 5 9 7 5 3 \ d 0 6 0 1 3 8 9 \ 1 C 2 . 1 0 . d w g | L a y o u t : 1 C 2 . 1 0 PL O T T E D : J u n 1 3 , 2 0 2 4 - 0 8 : 5 3 : 2 5 a m B y A V 0 5 9 7 5 3 XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ P R O P . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - P A R C E L - I N F O . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - S N - C H A N N _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' TALBOT RD S S 3 7 T H S T S 3 7 T H S T S 3 8 T H C T S 3 8 T H C T (TAL-21-LINE) 1S1.18 - 1C6.11 1 1S1.17 - RENTON SEGMENT PAVING PLAN TAL-21 71+00 TO TAL-21 76+00 1C2.10 136 A. VILLAR C. WILCOX J. LIM 1C6.12 1 1C6.12 2 1C6.11 2 1C6.13 1 1C6.13 2 R-4214136 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64 CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102 CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5 CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE PER CITY OF RENTON STD PLANS 104.1 AND 104.3 DOWELED CURB PER METRO STD DETAIL D109 RAISED BIKE LANE AT STATION, SEE DETAIL A/1C5.01 CEMENT CONCRETE BUS PAD (12" PCCP CLASS C-1 OVER 6" CSBC) PER METRO STD DETAIL 2/D108A PEDESTRIAN HANDRAIL PER CITY OF RENTON STD PLAN H024 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10 WOOD FENCE PER CIVIL DETAIL B ON SHEET 1C5.01 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62 ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG 58H-22 OVER 4-IN CSBC. SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. METRO TO RELOCATE EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH RECEPTACLE. CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02. CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 1C5.02. PAVING NOTES 1 2 3 4 5 6 7 8 9 10 11 12 PAVING GENERAL NOTES 1.SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES AND LEGEND. 13 14 15 16 17 86+00 87+00 88+00 89+00 90+00 91+00 761680 - 0 0 3 0 761680 - 0 0 1 0 885767 - 0 0 2 0 312305 - 9 1 3 4 3 1 2 3 0 5 - 9 0 2 5 5. 0 ' 4. 5 ' 2. 0 ' 2. 0 ' 10 . 0 ' 5. 0 ' 5.0' 5. 0 ' 4EX ROW 82 EX ROW TAL-21 88+13.28, 16.92' LT BEGIN2 TAL-21 88+87.28, 14.92' LT TAL-21 88+96.28, 21.92' LT END 1 TAL-21 88+08.28, 21.92' LT BEGIN1 TAL-21 88+13.28, 21.92' LT END BEGIN 21 TAL-21 88+80.28, 21.92' LT END BEGIN 2 1 TAL-21 88+34.23, 17.04' RT BEGIN2 TAL-21 88+28.24, 22.04' RT BEGIN1 TAL-21 88+28.22, 15.04' RT TAL-21 88+34.24, 22.04' RT END BEGIN 21 TAL-21 89+01.24, 21.99' RT END BEGIN 2 1 TAL-21 89+01.23, 16.99' RT END 2 TAL-21 89+31.28, 7.00' RT TAL-21 89+31.28, 6.92' LT TAL-21 89+13.50, 22.03' RT END 1 TAL-21 88+87.27, 14.99' RT 4. 9 ' TAL-21 88+95.24, 32.50' RT TAL-21 88+74.28, 32.42' LT TAL-21 88+28.21, 6.92' LT 4 82 4 TAL-21 88+80.28, 16.92' LT END2 6. 1 ' TAL-21 89+13.16, 28.63' RT 7. 0 ' 8. 0 ' 10 . 0 ' 15 . 0 ' 15 . 0 ' 5. 0 ' 6.0'6.0' 6.0' 6.0' 4 PROPOSED ROW C: \ p w _ w o r k d i r \ d e n 0 0 3 \ c h 2 m h i l l _ a v 0 5 9 7 5 3 \ d 0 6 0 1 3 8 9 \ 1 C 2 . 1 0 . d w g | L a y o u t : 1 C 2 . 1 1 PL O T T E D : J u n 1 3 , 2 0 2 4 - 0 8 : 5 8 : 4 6 a m B y A V 0 5 9 7 5 3 XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ P R O P . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - P A R C E L - I N F O . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - S N - C H A N N _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' TALBOT RD S (TAL-21-LINE) 1S1.19 - 1S1.20 - 1C6.14 - RENTON SEGMENT PAVING PLAN TAL-21 86+00 TO TAL-21 91+00 1C2.11 137 A. VILLAR C. WILCOX J. LIM 1C6.14 - 1C6.14 - R-4214137 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64 CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102 CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5 CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE PER CITY OF RENTON STD PLANS 104.1 AND 104.3 DOWELED CURB PER METRO STD DETAIL D109 RAISED BIKE LANE AT STATION, SEE DETAIL A/1C5.01 CEMENT CONCRETE BUS PAD (12" PCCP CLASS C-1 OVER 6" CSBC) PER METRO STD DETAIL 2/D108A PEDESTRIAN HANDRAIL PER CITY OF RENTON STD PLAN H024 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10 WOOD FENCE PER CIVIL DETAIL B ON SHEET 1C5.01 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62 ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG 58H-22 OVER 4-IN CSBC. SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. METRO TO RELOCATE EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH RECEPTACLE. CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02. CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 1C5.02. PAVING NOTES 1 2 3 4 5 6 7 8 9 10 11 12 PAVING GENERAL NOTES 1.SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES AND LEGEND. 13 14 15 16 17 32+ 0 0 33+00 34+00 35+00 36+00 3 2 2 3 0 5 - 9 0 8 1 3 2 2 3 0 5 - 9 1 5 6 3 2 2 3 0 5 - 9 0 7 9 32230 5 - 9 0 7 9 EX ROW 4 EX ROW 4 CAR 33+32.27, 22.75' LT CAR 33+85.69, 22.78' RT CAR 34+04.45, 24.19' LT CAR 33+81.76, 28.87' RT AP CAR 33+66.81, 28.80' RT AP 6.4 ' 1. 8 ' CAR 33+53.66, 33.30' LT AP CAR 33+62.92, 22.34' RT 10 . 0 ' 10 . 6 ' 6. 3 ' CAR 33+36.36, 33.38' LT AP 4.5 ' CAR 33+36.39, 29.04' LT BEGIN17 CAR 33+53.57, 29.05' LT END 17 CAR 33+57.61, 22.75' LT 6.0 ' 4 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 2 . 1 0 . d w g | L a y o u t : 1 C 2 . 1 2 PL O T T E D : J u n 0 7 , 2 0 2 4 - 1 0 : 5 3 : 2 0 a m B y C W I L C O X XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ P R O P . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - P A R C E L - I N F O . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - S N - C H A N N _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' SE CARR RD MILL A V E S WE L L S A V E S (CAR-LINE) 1S1.21 - RENTON SEGMENT PAVING PLAN CAR 32+00 TO CAR 36+50 1C2.12 138 A. VILLAR C. WILCOX J. LIM 1S1.22 - R-4214138 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64 CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102 CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5 CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE PER CITY OF RENTON STD PLANS 104.1 AND 104.3 DOWELED CURB PER METRO STD DETAIL D109 RAISED BIKE LANE AT STATION, SEE DETAIL A/1C5.01 CEMENT CONCRETE BUS PAD (12" PCCP CLASS C-1 OVER 6" CSBC) PER METRO STD DETAIL 2/D108A PEDESTRIAN HANDRAIL PER CITY OF RENTON STD PLAN H024 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10 WOOD FENCE PER CIVIL DETAIL B ON SHEET 1C5.01 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62 ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG 58H-22 OVER 4-IN CSBC. SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. METRO TO RELOCATE EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH RECEPTACLE. CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02. CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 1C5.02. PAVING NOTES 1 2 3 4 5 6 7 8 9 10 11 12 PAVING GENERAL NOTES 1.SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES AND LEGEND. 13 14 15 16 17 43+00 44+00 45+00 46+00 47+0010 + 0 0 11 + 0 0 322305-9053 322305-9237 322305-9299 322305-9040 292305-9151 PB C EX ROW EX ROW 105TH 11+35.59, 5.91' LT 4 CAR 45+69.71, 11.00' LT BEGIN 3 CAR 46+50.00, 11.00' LT END 3 CAR 43+97.18, 16.95' RT CAR 43+97.19, 7.95' RT 105TH 10+84.38, 17.59' LT BEGIN 1 10 . 0 ' 4.9' 10 . 0 ' 5.5' 5. 0 ' CAR 44+48.17, 43.65' LT PC CAR 44+68.62, 38.33' LT END 6:1 TAPER AP/PC CAR 45+15.63, 38.29' LT BEGIN 6:1 TAPER PT/AP CAR 45+35.10, 33.13' LT END 6:1 TAPER AP CAR 45+24.31, 43.71' LT AP CAR 45+36.04, 40.62' LT AP CAR 45+65.06, 40.74' LT AP 1 4 14 14 105TH 10+79.25, 23.56' LT AP 4 CAR 43+87.86, 43.69' LT AP CAR 44+48.35, 33.15' LT BEGIN 6:1 TAPER AP 4 EX ROW EX ROW CAR 46+10.60, 28.84' RT AP 4 EX ROW EX ROW 4 CAR 43+57.15, 22.48' RT AP CAR 43+56.91, 32.98' RT AP R1255.0' 105TH 11+65.79, 18.01' RT END 13.8:1 TAPER105TH 11+73.09, 23.50' RT AP 5.5' 4 6.1' R1921.0' 1 8. 1 ' 6. 4 ' CAR 43+43.59, 22.49' RT BEGIN1 12.0' 22 . 6 ' 5. 5 ' 6. 0 ' CAR 46+15.67, 22.78' RT END 1 11 . 0 ' CAR 45+67.16, 11.06' RT 8. 0 ' CAR 43+83.83, 33.20' LT BEGIN1 12.0' 11 . 4 ' CAR 45+66.63, 0.07' RT 3 8. 0 ' CAR 44+47.60, 30.14' LT PC CAR 45+24.33, 30.21' LT PT R1261.0' CAR 45+71.03, 33.27' LT END 1 CAR 45+07.84, 10.56' RT AP CAR 45+81.15, 0.09' LT AP 105TH 10+99.18, 28.87' RT PT 4 CAR 44+58.39, 32.57' RT PC R32.0' CAR 43+99.14, 33.19' LT AP 105TH 10+96.92, 23.02' RT BEGIN 13.8:1 TAPER CAR 43+82.83, 49.71' LT AP 3. 0 ' CAR 43+83.87, 40.30' LT AP 4.6' 8. 0 ' 3. 0 ' CAR 43+87.12, 49.69' LT AP PROPOSED ROW C: \ p w _ w o r k d i r \ d e n 0 0 3 \ c h 2 m h i l l _ a v 0 5 9 7 5 3 \ d 0 6 0 1 3 8 9 \ 1 C 2 . 1 0 . d w g | L a y o u t : 1 C 2 . 1 3 PL O T T E D : J u n 1 3 , 2 0 2 4 - 0 9 : 0 4 : 2 3 a m B y A V 0 5 9 7 5 3 XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ P R O P . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - P A R C E L - I N F O . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - S N - C H A N N _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' SE CARR RD 10 5 T H P L S E (CAR-LINE) RENTON SEGMENT PAVING PLAN CAR 42+50 TO CAR 47+50 1C2.13 139 A. VILLAR C. WILCOX J. LIM 1S1.23 - 1S1.24 - (10 5 T H - L I N E ) 1C6.15 4 1C6.15 2 1C6.15 1 1C6.15 3 R-4214139 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64 CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102 CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5 CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE PER CITY OF RENTON STD PLANS 104.1 AND 104.3 DOWELED CURB PER METRO STD DETAIL D109 RAISED BIKE LANE AT STATION, SEE DETAIL A/1C5.01 CEMENT CONCRETE BUS PAD (12" PCCP CLASS C-1 OVER 6" CSBC) PER METRO STD DETAIL 2/D108A PEDESTRIAN HANDRAIL PER CITY OF RENTON STD PLAN H024 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10 WOOD FENCE PER CIVIL DETAIL B ON SHEET 1C5.01 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62 ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG 58H-22 OVER 4-IN CSBC. SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. METRO TO RELOCATE EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH RECEPTACLE. CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02. CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 1C5.02. PAVING NOTES 1 2 3 4 5 6 7 8 9 10 11 12 PAVING GENERAL NOTES 1.SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES AND LEGEND. 13 14 15 16 17 11+00 12+00 13+00 14+00 15+00 3 2 2 3 0 5 - 9 2 9 9 322305-9016 105TH 11+35.59, 5.91' LT 105TH 11+91.13, 17.96' RT END 1 4 E X R O W EX ROW EX ROW 105TH 11+65.79, 18.01' RT END 13.8:1 TAPER 105TH 11+73.09, 23.50' RT AP 5. 5 ' 1 5. 0 ' 12 . 0 ' 12 . 0 ' C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 2 . 1 0 . d w g | L a y o u t : 1 C 2 . 1 4 PL O T T E D : J u n 0 7 , 2 0 2 4 - 1 1 : 4 3 : 2 1 a m B y C W I L C O X XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ P R O P . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - P A R C E L - I N F O . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - S N - C H A N N _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' (105TH-LINE) RENTON SEGMENT PAVING PLAN 105TH 11+00 TO 105TH 15+00 1C2.14 140 A. VILLAR C. WILCOX J. LIM 105TH PL SE R-4214140 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64 CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102 CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5 CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE PER CITY OF RENTON STD PLANS 104.1 AND 104.3 DOWELED CURB PER METRO STD DETAIL D109 RAISED BIKE LANE AT STATION, SEE DETAIL A/1C5.01 CEMENT CONCRETE BUS PAD (12" PCCP CLASS C-1 OVER 6" CSBC) PER METRO STD DETAIL 2/D108A PEDESTRIAN HANDRAIL PER CITY OF RENTON STD PLAN H024 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10 WOOD FENCE PER CIVIL DETAIL B ON SHEET 1C5.01 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62 ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG 58H-22 OVER 4-IN CSBC. SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. METRO TO RELOCATE EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH RECEPTACLE. CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02. CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 1C5.02. PAVING NOTES 1 2 3 4 5 6 7 8 9 10 11 12 PAVING GENERAL NOTES 1.SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES AND LEGEND. 13 14 15 16 17 23+00 24+00 25+00 26+00 27+00 28+00 322305-9016 322305-9361 322305-9065 322305-9362 105TH 25+36.12, 18.18' LT BEGIN1 105TH 26+32.75, 43.42' LT END1 4 105TH 26+57.71, 39.50' LT BEGIN 1 1 105TH 26+95.00, 18.34' LT END 1 105TH 27+15.26, 17.44' RT END 1 105TH 26+01.40, 17.54' RT BEGIN1 5.9' 5. 2 ' 10 . 7 ' 5.0' 6. 0 ' EX ROW EX ROW 105TH 25+39.15, 18.18' LT PC 105TH 25+47.93, 15.34' LT PRC 105TH 26+19.17, 23.67' LT PC 105TH 26+26.18, 30.96' LT PT 4 EX ROW EX ROW 105TH 26+11.12, 14.99' RT PRC105TH 25+56.71, 12.50' LT PT 105TH 26+64.21, 39.50' LT BEGIN 10 10 105TH 26+84.21, 24.41' LT END 10 4 1 1 4 418 . 2 ' 10.9' 3. 8 ' 105TH 26+82.55, 15.43' LT PRC 105TH 26+91.52, 18.36' LT PT R15.0' 105TH 26+73.64, 12.50' LT PC R15.0'14.1' R15.0' R20.0' 10 . 0 ' 5. 0 ' 105TH 26+20.89, 12.44' RT PT R20.0' 105TH 26+95.89, 12.44' RT PC 105TH 27+05.58, 14.94' RT PRC 105TH 26+01.40 105TH 26+95.00 105TH 27+15.26 105TH 25+36.12, 23.83' LT BEGIN17 105TH 26+26.25, 43.47' LT END17 105TH 26+63.21, 39.50' LT BEGIN 17 105TH 26+63.21, 33.50' LT END 17 5. 1 ' 4 4 105TH 26+13.40 105TH 26+13.40, 9.44' RT 105TH 26+01.40, 9.44' RT 105TH 27+15.26, 9.44' RT C: \ p w _ w o r k d i r \ d e n 0 0 3 \ c h 2 m h i l l _ a v 0 5 9 7 5 3 \ d 0 6 0 1 3 8 9 \ 1 C 2 . 1 0 . d w g | L a y o u t : 1 C 2 . 1 5 PL O T T E D : J u n 1 3 , 2 0 2 4 - 0 9 : 1 0 : 1 0 a m B y A V 0 5 9 7 5 3 XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ P R O P . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - P A R C E L - I N F O . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - S N - C H A N N _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' SE 180TH ST (105TH-LINE) RENTON SEGMENT PAVING PLAN 105TH 23+00 TO 105TH 28+00 1C2.15 141 A. VILLAR C. WILCOX J. LIM 1S1.26 - 1S1.25 - 1C6.16 2 1C6.16 3 1C6.16 1 PC PT R-4214141 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64 CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102 CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5 CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE PER CITY OF RENTON STD PLANS 104.1 AND 104.3 DOWELED CURB PER METRO STD DETAIL D109 RAISED BIKE LANE AT STATION, SEE DETAIL A/1C5.01 CEMENT CONCRETE BUS PAD (12" PCCP CLASS C-1 OVER 6" CSBC) PER METRO STD DETAIL 2/D108A PEDESTRIAN HANDRAIL PER CITY OF RENTON STD PLAN H024 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10 WOOD FENCE PER CIVIL DETAIL B ON SHEET 1C5.01 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62 ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG 58H-22 OVER 4-IN CSBC. SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. METRO TO RELOCATE EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH RECEPTACLE. CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02. CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 1C5.02. CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER WSDOT STD PLAN F-10.12. PAVING NOTES 1 2 3 4 5 6 7 8 9 10 11 12 PAVING GENERAL NOTES 1.SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES AND LEGEND. 13 14 15 16 17 18 28+00 29+00 30+00 31+00 32+00 33+00 11 + 0 0 322305-9070 322305-9082 911710-0160 322305-9135 322305-9111 F F C TYPE R1 4.0' 5.0' 18 18 14 6 4 13 13 EX ROW EX ROW 16 14 12 108TH 29+66.11, 29.48' LT BEGIN18 108TH 30+82.85, 29.57' LT END 18 108TH 30+48.85, 29.54' RT BEGIN18 108TH 32+08.65, 24.54' RT AP 186TH 11+41.79, 5.50' LT 186TH 11+41.79, 10.50' LT 186TH 11+41.79, 19.00' LT 108TH 30+21.11, 40.00' LT AP 186TH 10+52.29, 13.50' LT END 1 108TH 31+16.08, 40.00' RT BEGIN12 186TH 11+21.82, 26.41' LT END12 5. 0 ' 5. 0 ' 5.0' 5. 0 ' 8. 5 ' 5. 0 ' 108TH 32+13.92, 17.04' RT AP 186TH 10+52.29, 0.00' T 186TH 11+47.87, 24.88' RT BEGIN 18 108TH 32+64.24, 30.50' RT END 4 18 5.5' 5 . 0 ' 108TH 29+61.11, 30.00' LT 108TH 31+07.85, 30.06' LT 186TH 10+54.29, 13.50' LT BEGIN 2' CURB TRANSITION 4 4 4 108TH 31+68.60, 29.42' LT BEGIN18 108TH 32+02.87, 55.58' LT END 18 108TH 31+99.33, 61.38' LT AP 5. 1 ' 4 18 5.5' 8. 5 ' 5. 0 ' 10 . 0 ' 5. 5 ' 5. 0 ' 5.0' 186TH 11+52.90, 35.71' LT PC R35.0' 186TH 11+26.77, 24.00' LT PT 3.0' 18 108TH 32+07.65, 67.47' LT AP 5.2' 108TH 30+31.11, 35.01' LT AP 5. 0 ' 108TH 29+66.11, 39.99' LT AP 108TH 30+48.85, 35.54' RT BEGIN16 108TH 30+85.85, 35.54' RT END16 186TH 11+61.78, 57.39' LT AP 108TH 30+48.88, 11.38' RT 108TH 30+77.86, 24.54' RT 108TH 30+48.93, 16.04' LT 7. 5 ' 108TH 30+82.86, 17.04' RT 13 . 1 ' 108TH 30+77.86, 10.64' LT 5. 4 ' 5. 0 ' 5.0' 5 . 0 ' 108TH 30+48.92, 10.60' LT 186TH 11+41.79, 13.50' LT END BEGIN PT 118 186TH 11+53.41, 49.01' LT AP C: \ p w _ w o r k d i r \ d e n 0 0 3 \ j e g _ l e e n 3 \ d 0 6 0 1 3 8 9 \ 1 C 2 . 2 0 . d w g | L a y o u t : 1 C 2 . 1 6 PL O T T E D : J a n 2 9 , 2 0 2 6 - 0 3 : 2 9 : 2 3 p m B y L E E N 3 XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - P V _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R O W _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - R D W Y _ K E N T . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE MARCH 2025G. FRANCO 1134237 KC001396 473K. CHANG YUEN ISSUE FOR CONSTRUCTION MARCH 2025 20'40' SCALE: 1" = 20' 0' 108TH AVE SE (SR 515) SE 1 8 6 T H S T SE 1 8 4 T H L N (108TH-LINE) 1S1.28 - 1S1.27 - RENTON SEGMENT PAVING PLAN 108TH 28+00 TO 108TH 33+00 1C2.16 142 A. VILLAR C. WILCOX J. LIM / K. CRAIG SE 1 8 6 T H S T (1 8 6 T H - L I N E ) 1C6.17 1 1C6.17 2 1C6.18 1 1C6.18 2 1C6.18 3 1C9.04 7 END 2' CURB TRANSITION R-4214142 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 DCR #1 - WSDOT CURB CHANGES NAL AHV 11-14-251 1 1 1 1 1 1 1 1 1 1 1 1 1 DCR #7 - 186TH OB STATION CHANGES NAL AHV 01-30-262 2 DEVELOPMENT ENGINEERING msippo 04/17/2026 02/05/26 51+00 52+00 53+00 54+00 55+00 56+00 4 1 EX ROW EX ROW 5. 0 ' 5. 1 ' 10 . 0 ' 5. 0 ' 8. 0 ' 5. 0 ' 8. 0 ' 44 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64 CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102 CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5 CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE PER CITY OF RENTON STD PLANS 104.1 AND 104.3 DOWELED CURB PER METRO STD DETAIL D109 RAISED BIKE LANE AT STATION, SEE DETAIL A/1C5.01 CEMENT CONCRETE BUS PAD (12" PCCP CLASS C-1 OVER 6" CSBC) PER METRO STD DETAIL 2/D108A PEDESTRIAN HANDRAIL PER CITY OF RENTON STD PLAN H024 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10 WOOD FENCE PER CIVIL DETAIL B ON SHEET 1C5.01 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62 ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG 58H-22 OVER 4-IN CSBC. SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. METRO TO RELOCATE EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH RECEPTACLE. CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02. CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 1C5.02. PAVING NOTES 1 2 3 4 5 6 7 8 9 10 11 12 PAVING GENERAL NOTES 1.SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES AND LEGEND. 13 14 15 16 17 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ c h 2 m h i l l _ a v 0 5 9 7 5 3 \ d 0 6 0 1 3 8 9 \ 1 C 2 . 2 0 . d w g | L a y o u t : 1 C 2 . 1 7 PL O T T E D : J u n 1 3 , 2 0 2 4 - 0 9 : 5 9 : 4 6 a m B y A V 0 5 9 7 5 3 XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - P V _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R O W _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - R D W Y _ K E N T . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' 108TH AVE SE (SR 515) SE 1 9 2 N D S T CI T Y O F R E N T O N (108TH-LINE) CI T Y O F K E N T 1S1.29 - RENTON SEGMENT PAVING PLAN 108TH 51+00 TO 108TH 56+00 1C2.17 143 A. VILLAR C. WILCOX J. LIM SEE VOLUME 2 FOR CITY OF KENT IMPROVEMENTS R-4214143 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 CL EXISTING ROW SEE NOTE 2 EXISTING ROW SEE NOTE 2 6 3"1 4.5"2 6"MIN3 4"4 4"5 VARIES 6.0'-13.0' SEE NOTE 6 & 7 STATION /SIDEWALK VARIES 0.0'-5.0' PLANTER 11.0' BAT LANE 0.5' VARIES 6.0'-10.0' SIDEWALK/STATION SEE NOTE 6 & 7 1.5% 4" 4 4" VARIES 11.0'-13.0' BAT LANE 6 VARIES 0.0'-11.5' SEE NOTE 8 5 4" 3"1 3 2 PROPOSED ROW SEE NOTE 2 0.5' RETAINING WALL SEE NOTE 5 NST 4:1 1.5% RT SIDE IMPROVEMENTS GRA 22+48 TO GRA 23+80 6"MIN3 6" MIN3 VARIES 10.5' - 11.0' EX TRAVEL LANE EX TRAVEL LANE EX TRAVEL LANE EX TRAVEL LANE EX TRAVEL LANE 1.0' SHY SCALE: TYPICAL SECTION A NTS (S GRADY WAY) GRA 11+03 TO GRA 24+42 VARIES (3.0%-5.0%) VARIES (0.5%-4.0%) LT SIDE IMPROVEMENTS GRA 11+03 TO GRA 14+69 LT SIDE IMPROVEMENTS GRA 16+06 TO GRA 24+42 SEE PAVING PLANS FOR TIE-IN LIMIT NST 3: 1 1.0' SHY VARIES 3.0'-7.0' LANDSCAPE 7 14"34" EXISTING GROUND EX GROUND SEE PAVING PLANS FOR TIE-IN LIMIT ALTERNATE SECTION GRA 16+06 TO GRA 22+82 PEDESTRIAN GUARDRAIL SEE NOTE 6 1 4" 3 4" PROPOSED ROW SEE NOTE 2 MATCH DEPTH OF EXISTING ROADWAY SECTION SA W C U T SA W C U T CL EXISTING GROUND SCALE: TYPICAL SECTION B NTS (TALBOT RD S) TAL-B 10+70 TO TAL-B 22+13 VARIES 0.0'-8.0' PLANTER EXISTING ROW SEE NOTE 2 0.5' 1.5% 6 VARIES 13.0'-14.0' BAT LANE EXISTING ROW SEE NOTE 2 8.0' SIDEWALK NST 3:1 4"4 4"5 4" 3"1 3 2 RT SIDE IMPROVEMENTS TAL-B 16+07 TO TAL-B 22+13 6" MIN 3 11.0' TRANSIT LANE VARIES 6.0'-11.0' EX TRAVEL LANE EX TRAVEL LANE VARIES 0.0'-13.0' EX TRAVEL LANE VARIES 0.0'-12.0' EX TRAVEL LANE 11.0' EX TRAVEL LANE 1.0' SHY VARIES (0.5%-3.0%) TAL-B LINE ROW DEDICATION BY DEVELOPER NST 4:1 1 3" MATCH DEPTH OF EXISTING ROADWAY SECTION VARIES 8.0'-16.0' SIDEWALK SA W C U T GRA-LINE 6" MIN 6" MIN 1.5%VARIES (0.5%-4.0%) SA W C U T MATCH DEPTH OF EXISTING ROADWAY SECTION 1.0' SHY 0.5' 2.0' MIN NST 3:1 ALTERNATE SECTION TAL-B 18+29 TO TAL-B 19+32 NST 2:1 6"MIN3 6"MIN3 4.5"2 3"1 6 5 4 4" 4" LT SIDE IMPROVEMENTS TAL-B 10+70 TO TAL-B 13+37 LT SIDE IMPROVEMENTS TAL-B 14+34 TO TAL-B 16+59 1.5%NST 3:1 4"4 4"5 NST 4: 1 ALTERNATE SECTION GRA 22+48 TO GRA 22+78 4"4 4"5 VARIES 6.0'-8.0' SIDEWALK 1.0' SHY NST 3:1 MATCH DEPTH OF EXISTING ROADWAY SECTION SEE PAVING PLANS FOR LIMITS 10 TYPICAL SECTION GENERAL NOTES TYPICAL SECTION NOTES TYPICAL SECTION LEGEND HMA CSBC / CSTC CONCRETE PAVEMENT LANDSCAPING RETAINING WALL 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.SEE ROW, SURVEY CONTROL & ALIGNMENT PLANS FOR ROW INFORMATION. 3.SEE PAVING PLANS FOR EXACT LOCATION OF PROPOSED CIVIL IMPROVEMENTS. 4.SEE LANDSCAPE PLANS FOR PLANTING LAYOUT. 5.SEE PAVING PLANS FOR LIMITS OF RETAINING WALL AND THICKENED EDGE SIDEWALK. 6.SEE STATION PLANS FOR LIMIT OF STATION AREA, PEDESTRIAN GUARDRAIL, CHAIN LINK FENCE, AND BOLLARDS. 7.SEE STATION PLANS FOR LOCATION AND DEPTH OF FOUNDATIONS FOR SHELTERS AND TECH PYLONS. 8.SEE PAVING PLANS FOR LIMIT OF CONCRETE BUS PAD. 9.DAMAGED EXISTING SIDEWALK, CURB, OR ROADWAY NOT SHOWN FOR REMOVAL WILL BE REPLACED PER CITY STANDARDS BY THE CONTRACTOR AT NO ADDITIONAL COST. HMA CL. 1/2 IN. PG 58H-22 HMA CL. 1 IN. PG 58H-22 CRUSHED SURFACING BASE COURSE (CSBC) CEMENT CONCRETE SIDEWALK PER CITY OF RENTON, STD PLAN 102 CRUSHED SURFACING TOP COURSE (CSTC) CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON, STD PLAN 101 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON, STD PLAN 101 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62.02. PRECAST DUAL SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64.03. CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02. CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 1C5.02. 1 2 3 4 5 6 7 8 9 10 11 RENTON SEGMENT ROADWAY TYPICAL SECTIONS 1C3.01 144 A. VILLAR A. ARAGON J. LIM C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 3 . 0 1 . d w g | L a y o u t : 1 C 3 . 0 1 PL O T T E D : J u n 0 7 , 2 0 2 4 - 1 2 : 2 8 : 4 9 p m B y C W I L C O X XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - R D W Y _ R E N T O N . d w g ; X - A L I G N . d w g ; X - T O P O . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL R-4214144 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 CL SCALE: TYPICAL SECTION C NTS (TALBOT RD S) TAL-B 34+78 TO TAL-B 37+29 EX TRAVEL LANE EXISTING ROW SEE NOTE 2 EX TRAVEL LANE EXISTING GROUND NST 4:1 VARIES 5.0'-10.7' SIDEWALK/ STATION SEE NOTE 6 & 7 0.5'± 1.5% 4"4 4"5 EX TRAVEL LANE EXISTING ROW SEE NOTE 2 NST 4:1 VARIES 6.0'-10.0' SIDEWALK/ STATION SEE NOTE 6 & 7 0.5'± 1.5% 4"4 4"5 EX TRAVEL LANE EX TRAVEL LANE LT SIDE IMPROVEMENTS TAL-B 37+00 TO TAL-B 37+29 RT SIDE IMPROVEMENTS TAL-B 34+78 TO TAL-B 35+07 EXISTING CURB AND GUTTER TO REMAIN EXISTING CURB AND GUTTER TO REMAIN 1.0' SHY TAL-B LINE CL SCALE: TYPICAL SECTION D NTS (TALBOT RD S) TAL-21 25+75 TO TAL-21 28+30 EX TRAVEL LANE EXISTING ROW SEE NOTE 2 EX TRAVEL LANE EXISTING ROW SEE NOTE 2 6 VARIES 5.0'-10.0' SIDEWALK/ STATION SEE NOTE 6 & 7 0.5' 1.5% 4"4 4"5 4" 3"1 3 2 VARIES 4.8'-9.2' EX SHOULDER 6" MIN 3 LT SIDE IMPROVEMENTS TAL-21 25+82 TO TAL-21 26+13 EX SHOULDER RT SIDE IMPROVEMENTS TAL-21 25+75 TO TAL-21 25+97 RT SIDE IMPROVEMENTS TAL-21 27+77 TO TAL-21 28+30 EXISTING GROUND 6NS T 3 : 1 VARIES 7.0'-10.5' SIDEWALK/ STATION SEE NOTE 6 & 7 0.5' 1.5% 4"4 4"5 3"1 2 3 6" MIN3 NST 4: 1 4" VARIES (0.5%-3.0%) VARIES(0.5%-2.0%) 8.0' 1.0' SHY NST 3:1 1.0' SHY TAL-21 LINE MATCH DEPTH OF EXISTING ROADWAY SECTION SA W C U T SA W C U T 1 3"3"1 MATCH EX SLOPE MATCH EX SLOPE 6" MIN 6" MIN PEDESTRIAN GUARDRAIL SEE NOTE 6 SEE PAVING PLANS FOR OVERLAY LIMITS 11 TYPICAL SECTION GENERAL NOTES TYPICAL SECTION NOTES TYPICAL SECTION LEGEND HMA CSBC / CSTC CONCRETE PAVEMENT LANDSCAPING RETAINING WALL 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.SEE ROW, SURVEY CONTROL & ALIGNMENT PLANS FOR ROW INFORMATION. 3.SEE PAVING PLANS FOR EXACT LOCATION OF PROPOSED CIVIL IMPROVEMENTS. 4.SEE LANDSCAPE PLANS FOR PLANTING LAYOUT. 5.SEE PAVING PLANS FOR LIMITS OF RETAINING WALL AND THICKENED EDGE SIDEWALK. 6.SEE STATION PLANS FOR LIMIT OF STATION AREA, PEDESTRIAN GUARDRAIL, CHAIN LINK FENCE, AND BOLLARDS. 7.SEE STATION PLANS FOR LOCATION AND DEPTH OF FOUNDATIONS FOR SHELTERS AND TECH PYLONS. 8.SEE PAVING PLANS FOR LIMIT OF CONCRETE BUS PAD. 9.DAMAGED EXISTING SIDEWALK, CURB, OR ROADWAY NOT SHOWN FOR REMOVAL WILL BE REPLACED PER CITY STANDARDS BY THE CONTRACTOR AT NO ADDITIONAL COST. HMA CL. 1/2 IN. PG 58H-22 HMA CL. 1 IN. PG 58H-22 CRUSHED SURFACING BASE COURSE (CSBC) CEMENT CONCRETE SIDEWALK PER CITY OF RENTON, STD PLAN 102 CRUSHED SURFACING TOP COURSE (CSTC) CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON, STD PLAN 101 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON, STD PLAN 101 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62.02. PRECAST DUAL SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64.03. CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02. CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 1C5.02. 1 2 3 4 5 6 7 8 9 10 11 RENTON SEGMENT ROADWAY TYPICAL SECTIONS 1C3.02 145 A. VILLAR A. ARAGON J. LIM C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 3 . 0 1 . d w g | L a y o u t : 1 C 3 . 0 2 PL O T T E D : J u n 0 7 , 2 0 2 4 - 1 2 : 2 8 : 5 5 p m B y C W I L C O X XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - R D W Y _ R E N T O N . d w g ; X - A L I G N . d w g ; X - T O P O . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL R-4214145 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 CL SCALE: TYPICAL SECTION E NTS (TALBOT RD S) TAL-21 56+22 TO TAL-21 57+36 EX TRAVEL LANE EXISTING ROW SEE NOTE 2 EX TRAVEL LANE EXISTING ROW SEE NOTE 2 NS T 3 : 1 VARIES 5.0' - 11.5' SIDEWALK/ STATION SEE NOTE 6 & 7 1.5% 6 VARIES 5.0'-10.0' SIDEWALK/ STATION SEE NOTE 6 & 7 1.5% 4"4 4"5 4"4 4"5 4" 3"1 3 2 VARIES 3.0'-4.0' EX SHOULDER 6" MIN 3 LT SIDE IMPROVEMENTS TAL-21 56+22 TO TAL-21 56+51 EX SHOULDER RETAINING WALL, SEE NOTE 5 RT SIDE IMPROVEMENTS TAL-21 56+43 TO TAL-21 57+36 PEDESTRIAN GUARDRAIL SEE NOTE 6 EXISTING CURB AND GUTTER TO REMAIN 2.0% NST 4:1 TAL-21 LINE EXISTING GROUND 0.5'± 0.5' MATCH DEPTH OF EXISTING ROADWAY SECTION SA W C U T CL EXISTING GROUND SCALE: TYPICAL SECTION F NTS (TALBOT RD S) TAL-21 71+70 TO TAL-21 75+24 EX TRAVEL LANE EX TRAVEL LANE VARIES 0.0'-5.0' RAISED BIKE LANE VARIES 0.0'-5.0' RAISED BIKE LANE VARIES 7.0'-10.0' SIDEWALK/ STATION SEE NOTE 6 & 7 1.5% VARIES 5.0'-10.0' SIDEWALK/ STATION SEE NOTE 6 & 7 EXISTING ROW SEE NOTE 2 EXISTING ROW SEE NOTE 2 4"4 4"5 1.5% 4"4 4"53" 4"2 3 7 6 7 6 3 6" MIN 3 6" MIN 3 0.5' 0.5'0.5' 0.5' 3"1 4"2 3 1.5%1.5% RT SIDE IMPROVEMENTS TAL-21 73+82 TO TAL-21 75+24LT SIDE IMPROVEMENTS TAL-21 71+70 TO TAL-21 72+37 LT SIDE IMPROVEMENTS TAL-21 72+97 TO TAL-21 73+78 1 NST 4:1 1.0' SHY 1.0' SHY NST 4:1 VARIES 4.0'-10.5' 3" 1 2 3 4" VARIES 3.0'-8.5' VARIES VARIES TAL-21 LINE 3"1 2 3 4" 6" MIN 3 MATCH DEPTH OF EXISTING ROADWAY SECTION SA W C U T SA W C U T 1 3" VARIES 0.0'-5.5' 6" MIN 6" MIN 6" MIN FENCE SEE PAVING PLANS FOR LIMITS 7 7 OROR 1.0' SHY ALTERNATE SECTION TAL-21 56+26 TO TAL-21 56+47 NST 2:1 4"4 4"5 SEE PAVING PLANS FOR LIMITS 6" MIN 6" MIN 6" MIN PER PLAN PER PLAN PER PLAN PER PLAN 10 TYPICAL SECTION GENERAL NOTES TYPICAL SECTION NOTES TYPICAL SECTION LEGEND HMA CSBC / CSTC CONCRETE PAVEMENT LANDSCAPING RETAINING WALL 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.SEE ROW, SURVEY CONTROL & ALIGNMENT PLANS FOR ROW INFORMATION. 3.SEE PAVING PLANS FOR EXACT LOCATION OF PROPOSED CIVIL IMPROVEMENTS. 4.SEE LANDSCAPE PLANS FOR PLANTING LAYOUT. 5.SEE PAVING PLANS FOR LIMITS OF RETAINING WALL AND THICKENED EDGE SIDEWALK. 6.SEE STATION PLANS FOR LIMIT OF STATION AREA, PEDESTRIAN GUARDRAIL, CHAIN LINK FENCE, AND BOLLARDS. 7.SEE STATION PLANS FOR LOCATION AND DEPTH OF FOUNDATIONS FOR SHELTERS AND TECH PYLONS. 8.SEE PAVING PLANS FOR LIMIT OF CONCRETE BUS PAD. 9.DAMAGED EXISTING SIDEWALK, CURB, OR ROADWAY NOT SHOWN FOR REMOVAL WILL BE REPLACED PER CITY STANDARDS BY THE CONTRACTOR AT NO ADDITIONAL COST. HMA CL. 1/2 IN. PG 58H-22 HMA CL. 1 IN. PG 58H-22 CRUSHED SURFACING BASE COURSE (CSBC) CEMENT CONCRETE SIDEWALK PER CITY OF RENTON, STD PLAN 102 CRUSHED SURFACING TOP COURSE (CSTC) CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON, STD PLAN 101 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON, STD PLAN 101 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62.02. PRECAST DUAL SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64.03. CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02. CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 1C5.02. 1 2 3 4 5 6 7 8 9 10 11 RENTON SEGMENT ROADWAY TYPICAL SECTIONS 1C3.03 146 A. VILLAR A. ARAGON J. LIM C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 3 . 0 1 . d w g | L a y o u t : 1 C 3 . 0 3 PL O T T E D : J u n 0 7 , 2 0 2 4 - 1 2 : 2 9 : 0 0 p m B y C W I L C O X XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - R D W Y _ R E N T O N . d w g ; X - A L I G N . d w g ; X - T O P O . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL R-4214146 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 CL EXISTING GROUND SCALE: TYPICAL SECTION G NTS (TALBOT RD S) TAL-21 88+08 TO TAL-21 89+29 9.0' MEDIAN SEE NOTE 4 7 7 EX TRAVEL LANE EX TRAVEL LANE 0.5'0.5' VARIES 0.0'-5.0' RAISED BIKE LANE VARIES 0.0'-5.0' RAISED BIKE LANE VARIES 5.0'-10.0' SIDEWALK/ STATION SEE NOTE 6 & 7 1.5% VARIES 5.0'-10.0' SIDEWALK/ STATION SEE NOTE 6 & 7 EXISTING ROW SEE NOTE 2 EXISTING ROW SEE NOTE 2 PROPOSED ROW SEE NOTE 2 4"4 4"5 3"1 4"2 6"MIN3 1.5% 4"4 4"53" 4"2 3 7 6 7 6 6"MIN3 6" MIN3 6" MIN 3 6" MIN 3 6" MIN 3 0.5'0.5'0.5'0.5' 3"1 4"2 3 1.5% MEDIAN IMPROVEMENTS TAL-21 88+89 TO TAL-21 89+29 1.5% RT SIDE IMPROVEMENTS TAL-21 88+23 TO TAL-21 89+14LT SIDE IMPROVEMENTS TAL-21 88+08 TO TAL-21 88+96 1 NST 4:1 NST 4 : 1 RETAINING WALL, SEE NOTE 5 RETAINING WALL SEE NOTE 5 PEDESTRIAN GUARDRAIL, SEE NOTE 6 3"1 2 3 4" 6"MIN VARIES 2.0'-7.0' VARIESVARIESVARIES TAL-21 LINE VARIES 2.0'-7.0' NST 4 : 1 1.0' SHY ALTERNATE SECTIONS TAL-21 88+08 TO TAL-21 88+13 TAL-21 88+75 TO TAL-21 88+96 3"1 4"2 3 NST 4:1 1.0' SHY ALTERNATE SECTIONS TAL-21 88+23 TO TAL-21 88+28 TAL-21 89.04 TO TAL-21 89+14 EXISTING GROUND EXISTING GROUND VARIES 2.0'-10.0' VARIES 2.0'-10.0' MATCH DEPTH OF EXISTING ROADWAY SECTION MATCH DEPTH OF EXISTING ROADWAY SECTION113"3" TAL-21 88+28 TO TAL-21 88+87 15.0' OVERLAY 15.0' OVERLAY VARIES 1 2 3 4" 3" 6" MIN 6" MIN CL SCALE: TYPICAL SECTION H NTS (S/SE CARR RD) CAR 33+32 TO CAR 33+86 EX TRAVEL LANE EXISTING ROW SEE NOTE 2 EX TRAVEL LANE EXISTING ROW SEE NOTE 2 VARIES 6.0'-10.7' SIDEWALK/ STATION SEE NOTE 6 1.5% 4"4 4"5 LT SIDE IMPROVEMENTS CAR 33+32 TO CAR 34+04 EX TRAVEL LANE RT SIDE IMPROVEMENTS CAR 33+63 TO CAR 33+86 NST 4: 1 VARIES 6.5'-10.0' SIDEWALK/ STATION SEE NOTE 6 1.5% 4"4 4"5 EX TRAVEL LANE 1.0' SHY EXISTING CURB AND GUTTER TO REMAIN EXISTING CURB AND GUTTER TO REMAIN PEDESTRIAN GUARDRAIL, SEE NOTE 6 CAR-LINE NST 4:1 1.0' SHY ALTERNATE SECTION CAR 33+58 TO CAR 34+04 EXISTING GROUND EXISTING SIDEWALK MAINTAINED EXISTING CURB AND GUTTER TO REMAIN 4"5 4"4 0'-1.8'± 7 OR 7 OR 6" MIN 6" MIN PER PLAN PER PLANPER PLAN PER PLAN ALTERNATE SECTION CAR 33+32 TO CAR 33+36 CAR 33+53 TO CAR 33+58 11 TYPICAL SECTION GENERAL NOTES TYPICAL SECTION NOTES TYPICAL SECTION LEGEND HMA CSBC / CSTC CONCRETE PAVEMENT LANDSCAPING RETAINING WALL 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.SEE ROW, SURVEY CONTROL & ALIGNMENT PLANS FOR ROW INFORMATION. 3.SEE PAVING PLANS FOR EXACT LOCATION OF PROPOSED CIVIL IMPROVEMENTS. 4.SEE LANDSCAPE PLANS FOR PLANTING LAYOUT. 5.SEE PAVING PLANS FOR LIMITS OF RETAINING WALL AND THICKENED EDGE SIDEWALK. 6.SEE STATION PLANS FOR LIMIT OF STATION AREA, PEDESTRIAN GUARDRAIL, CHAIN LINK FENCE, AND BOLLARDS. 7.SEE STATION PLANS FOR LOCATION AND DEPTH OF FOUNDATIONS FOR SHELTERS AND TECH PYLONS. 8.SEE PAVING PLANS FOR LIMIT OF CONCRETE BUS PAD. 9.DAMAGED EXISTING SIDEWALK, CURB, OR ROADWAY NOT SHOWN FOR REMOVAL WILL BE REPLACED PER CITY STANDARDS BY THE CONTRACTOR AT NO ADDITIONAL COST. HMA CL. 1/2 IN. PG 58H-22 HMA CL. 1 IN. PG 58H-22 CRUSHED SURFACING BASE COURSE (CSBC) CEMENT CONCRETE SIDEWALK PER CITY OF RENTON, STD PLAN 102 CRUSHED SURFACING TOP COURSE (CSTC) CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON, STD PLAN 101 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON, STD PLAN 101 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62.02. PRECAST DUAL SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64.03. CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02. CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 1C5.02. 1 2 3 4 5 6 7 8 9 10 11 RENTON SEGMENT ROADWAY TYPICAL SECTIONS 1C3.04 147 A. VILLAR A. ARAGON J. LIM C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 3 . 0 1 . d w g | L a y o u t : 1 C 3 . 0 4 PL O T T E D : J u n 0 7 , 2 0 2 4 - 1 2 : 2 9 : 0 6 p m B y C W I L C O X XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - R D W Y _ R E N T O N . d w g ; X - A L I G N . d w g ; X - T O P O . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL R-4214147 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 EXISTING GROUND 0.5' VARIES, 5.5'-10.0' SIDEWALK/STATION SEE NOTE 6 & 7 1.0' SHY VARIES, 6.0'-23.0' 6" MIN 3 3"1 4"2 3 4"4 4"5 1.5% NST 4:1 VARIES, 5.0'-11.5' SIDEWALK/STATION SEE NOTE 6 & 7 0.5' VARIES, 3.0'-8.0' 6 3"1 4"2 3 6" MIN3 4"4 4"5 VARIES RETAINING WALL SEE NOTE 5 SCALE: TYPICAL SECTION I NTS (SE CARR RD) CAR 43+44 TO CAR 46+16 CL CAR-LINE EX TRAVEL LANE EX PAINTED MEDIAN/LEFT TURN LANE EX TRAVEL LANE 6 EXISTING ROW SEE NOTE 2 EXISTING ROW SEE NOTE 2 NST 4: 1 LT SIDE IMPROVEMENTS CAR 43+83 TO CAR 45+71 RT SIDE IMPROVEMENTS CAR 43+44 TO CAR 44+57 CAR 45+92 TO CAR 46+16 9 VARIES VARIES 1.0' SHYNS T 4 : 1 ALTERNATE SECTION CAR 45+36 TO CAR 45+71 MATCH DEPTH OF EXISTING ROADWAY SECTION MATCH DEPTH OF EXISTING ROADWAY SECTION SA W C U T SA W C U T 3"1 8.0' 4"4 4"5 VARIES 6" MIN3 3"1 4"2 3 6 NST 4:1 VARIES, 5.0'-11.0' SIDEWALK/STATION SEE NOTE 6 & 7 VARIES, 12.5'-18.5' NST 4:1 4"4 4"5 1.5% 6 RAILING, SEE NOTE 6 6" MIN 3 3"1 4"2 3 EXISTING GROUND CL 105TH-LINE EX TRAVEL LANE EX TRAVEL LANE EXISTING ROW SEE NOTE 2 EXISTING ROW SEE NOTE 2 SCALE: TYPICAL SECTION J NTS (SE 180TH ST) 105TH 25+36 TO 105TH 27+15 0.5' RT SIDE IMPROVEMENTS 105TH 26+01 TO 105TH 27+15 LT SIDE IMPROVEMENTS 105TH 25+36 TO 105TH 26+18 105TH 26+73 TO 105TH 26+95 0.5' VARIES VARIES 1.0' SHY 1.0' SHY VARIES 12.5' TO 17.5' VARIES 6" MIN 6" MIN 6" MIN 6" MIN 4"4 5 ALTERNATE SECTION 26+73 TO 26+95 RAILING, SEE NOTE 6 4" NST 4:1 VARIES 0.0' TO 9.5' OVERLAY 3"1 VARIES 3.0' TO 11.5' SA W C U T SA W C U T 11 VARIES VARIES, 5.0'-10.0' SIDEWALK/STATION SEE NOTE 6 & 7 TYPICAL SECTION GENERAL NOTES TYPICAL SECTION NOTES TYPICAL SECTION LEGEND HMA CSBC / CSTC CONCRETE PAVEMENT LANDSCAPING RETAINING WALL 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.SEE ROW, SURVEY CONTROL & ALIGNMENT PLANS FOR ROW INFORMATION. 3.SEE PAVING PLANS FOR EXACT LOCATION OF PROPOSED CIVIL IMPROVEMENTS. 4.SEE LANDSCAPE PLANS FOR PLANTING LAYOUT. 5.SEE PAVING PLANS FOR LIMITS OF RETAINING WALL AND THICKENED EDGE SIDEWALK. 6.SEE STATION PLANS FOR LIMIT OF STATION AREA, PEDESTRIAN GUARDRAIL, CHAIN LINK FENCE, AND BOLLARDS. 7.SEE STATION PLANS FOR LOCATION AND DEPTH OF FOUNDATIONS FOR SHELTERS AND TECH PYLONS. 8.SEE PAVING PLANS FOR LIMIT OF CONCRETE BUS PAD. 9.DAMAGED EXISTING SIDEWALK, CURB, OR ROADWAY NOT SHOWN FOR REMOVAL WILL BE REPLACED PER CITY STANDARDS BY THE CONTRACTOR AT NO ADDITIONAL COST. HMA CL. 1/2 IN. PG 58H-22 HMA CL. 1 IN. PG 58H-22 CRUSHED SURFACING BASE COURSE (CSBC) CEMENT CONCRETE SIDEWALK PER CITY OF RENTON, STD PLAN 102 CRUSHED SURFACING TOP COURSE (CSTC) CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON, STD PLAN 101 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON, STD PLAN 101 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62.02. PRECAST DUAL SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64.03. CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02. CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 1C5.02. 1 2 3 4 5 6 7 8 9 10 11 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 3 . 0 1 . d w g | L a y o u t : 1 C 3 . 0 5 PL O T T E D : J u n 0 7 , 2 0 2 4 - 1 2 : 2 9 : 1 2 p m B y C W I L C O X XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - R D W Y _ R E N T O N . d w g ; X - A L I G N . d w g ; X - T O P O . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT ROADWAY TYPICAL SECTIONS 1C3.05 148 A. VILLAR A. ARAGON J. LIM R-4214148 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 CL SCALE: TYPICAL SECTION K NTS (108TH AVE S) (SR 515) 108TH 29+66 TO 108TH 31+72 12 NST 4: 1 VARIES 5.0'-10.0' SIDEWALK/ STATION SEE NOTE 6 & 7 0.5' 1.5% 12 VARIES 5.0'-8.5' SIDEWALK/ STATION SEE NOTE 6 & 7 0.5' 1.5% EXISTING ROW SEE NOTE 2 EXISTING ROW SEE NOTE 2 8.0' MEDIAN ISLAND 4"4 4"5 2"1 8"1 3 88 4"4 4"5 6" MIN3 6" MIN 3 1.0'1.0' PROPOSED ROW SEE NOTE 2 MEDIAN IMPROVEMENTS 108TH 30+50 TO 108TH 30+83 EX TRAVEL LANE EX TRAVEL LANE EX TRAVEL LANE EX TRAVEL LANE 1.0' SHY 1.0' SHY LT SIDE IMPROVEMENTS 108TH 29+66 TO 108TH 30+83 RT SIDE IMPROVEMENTS 108TH 30+49 TO 108TH 31+72 2"1 8"1 3 ALTERNATE SECTION 108TH 31+11 TO 108TH 31+72 EXISTING GROUND NST 4:1 NST 4:1 5.0' 5.0' 108TH-LINE RETAINING WALL SEE NOTE 5 1 2" MATCH DEPTH OF EXISTING ROADWAY SECTION MATCH DEPTH OF EXISTING ROADWAY SECTION 12" 7.5'8.5' SA W C U T SA W C U T CL SCALE: TYPICAL SECTION L NTS (108TH AVE S) (SR 515) 108TH 51+96 TO 108TH 52+86 12 VARIES 5.0'-10.0' SIDEWALK/ STATION SEE NOTE 6&7 0.5' 1.5% EXISTING ROW SEE NOTE 2 EXISTING ROW SEE NOTE 2 4" 4 4"5 2"1 8"1 3 6" MIN3 EX TRAVEL LANE EX TRAVEL LANE EX TRAVEL LANE EX TRAVEL LANE EX TRAVEL LANE EX SIDEWALK 5.0' VARIES (1.0%-3.0%) EXISTING GROUND 108TH-LINE MATCH DEPTH OF EXISTING ROADWAY SECTION 12" SA W C U T 8.0' VARIES (2.0%-2.5%) VARIES (2.0%-2.5%) 6" MIN 6" MIN 6" MIN NST 4: 1 ALTERNATE SECTION 108TH 30+49 TO 108TH 30+86 NST 4:1 4"4 4"5 SEE PAVING PLANS FOR LIMITS FENCE, SEE PAVING PLANS FOR LIMITS 10 6.0'6.0' SA W C U T SA W C U T 3 6" MIN 6" 2"1 1 8"1 (ALTERNATE ROADWAY SECTION - WHERE EX. SUBSURFACE CONCRETE PANELS ARE ENCOUNTERED) 6" 2"1 1 8"1 6"1 SEE NOTE 10 3 6" MIN MATCH DEPTH OF EX ROADWAY SECTION MATCH DEPTH OF EX ROADWAY SECTION CONTRACTOR TO IDENTIFY LIMITS OF EX SUBSURFACE CONC PANEL FOR REMOVAL TYPICAL SECTION GENERAL NOTES TYPICAL SECTION NOTES TYPICAL SECTION LEGEND HMA CSBC / CSTC CONCRETE PAVEMENT LANDSCAPING RETAINING WALL 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.SEE ROW, SURVEY CONTROL & ALIGNMENT PLANS FOR ROW INFORMATION. 3.SEE PAVING PLANS FOR EXACT LOCATION OF PROPOSED CIVIL IMPROVEMENTS. 4.SEE LANDSCAPE PLANS FOR PLANTING LAYOUT. 5.SEE PAVING PLANS FOR LIMITS OF RETAINING WALL AND THICKENED EDGE SIDEWALK. 6.SEE STATION PLANS FOR LIMIT OF STATION AREA, PEDESTRIAN GUARDRAIL, CHAIN LINK FENCE, AND BOLLARDS. 7.SEE STATION PLANS FOR LOCATION AND DEPTH OF FOUNDATIONS FOR SHELTERS AND TECH PYLONS. 8.SEE PAVING PLANS FOR LIMIT OF CONCRETE BUS PAD. 9.DAMAGED EXISTING SIDEWALK, CURB, OR ROADWAY NOT SHOWN FOR REMOVAL WILL BE REPLACED PER CITY STANDARDS BY THE CONTRACTOR AT NO ADDITIONAL COST. 10.CONCRETE PANELS EXIST BENEATH THE APPROXIMATE MIDDLE 2 LANES OF SR 515. CONTRACTOR SHALL REMOVE THE ENTIRETY OF ANY CONCRETE PANEL IMPACTED WITHIN THE ROADWAY AND SHALL NOT LEAVE REMNANT PANELS. ANY PANEL REMOVED SHALL BE REPLACED WITH 6" OF PAVEMENT OVER 6" CSBC. HMA CL. 1/2 IN. PG 58H-22 HMA CL. 1 IN. PG 58H-22 CRUSHED SURFACING BASE COURSE (CSBC) CEMENT CONCRETE SIDEWALK PER CITY OF RENTON, STD PLAN 102 CRUSHED SURFACING TOP COURSE (CSTC) CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON, STD PLAN 101 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON, STD PLAN 101 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62.02. PRECAST DUAL SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64.03. CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02. CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 1C5.02. CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER WSDOT STD PLAN F-10.12. 1 2 3 4 5 6 7 8 9 10 11 12 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ j e g _ l e e n 3 \ d 0 6 0 1 3 8 9 \ 1 C 3 . 0 1 . d w g | L a y o u t : 1 C 3 . 0 6 PL O T T E D : J a n 2 9 , 2 0 2 6 - 0 1 : 2 0 : 3 5 p m B y L E E N 3 XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - R D W Y _ R E N T O N . d w g ; X - A L I G N . d w g ; X - T O P O . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE MARCH 2025G. FRANCO 1134237 KC001396 473K. CHANG YUEN ISSUE FOR CONSTRUCTION MARCH 2025 RENTON SEGMENT ROADWAY TYPICAL SECTIONS 1C3.06 149 A. VILLAR A. ARAGON J. LIM / K. CRAIG R-4214149 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 DCR #1 - WSDOT CURB CHANGES NAL AHV 11-14-251 1 11 1 DCR #7 - 186TH OB STATION CHANGES NAL AHV 01-30-262 2 2 2 DEVELOPMENT ENGINEERING msippo 04/17/2026 02/05/26 18+29 16 + 0 0 17+0 0 18 + 0 0 10+00 11+00 12+00 13+00 14+00 192305-9068 19 2 3 0 5 - 9 1 0 1 192305-9102 192305-9103 192305-9032 CUT CU T CU T CUT CUT CUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUT C BEGIN CURB AND GUTTER -4 . 2 % -3 . 5 % 1 2 LAK 16+76.05, 19.29' LT BEGIN CURB AND GUTTER MATCH EX FL 25.16 TOC 25.66 FL 25.58 TOC 26.08 BOS 26.20 BOS 26.27BOS 26.18 BOS 26.09BOS 26.00 BOS 25.82 FL 25.20 FL 25.38 FL 25.47 FL 25.56 FL 25.65 TOC 26.15TOC 26.06TOC 25.97TOC 25.88TOC 25.70 FL 24.92 - 2 . 5 % -4 . 5 % -4 . 2 % -4 . 4 % -5 . 1 % -4 . 4 % -3 . 5 % FG 26.01 MATCH EX FG 26.15 MATCH EX FG 26.30 MATCH EX FG 26.30 MATCH EX FG 26.30 MATCH EX FG 26.43 MATCH EX FG 26.33 MATCH EX 25 25 3030 30 -1 . 5 % -1 . 5 % GRA 11+10.98, 39.50' LT GRADE BREAK GRA 13+62.23, 39.50' LT HP LAK 17+32.23, 9.72 LT FG 25.58 MATCH EX FG 25.74 MATCH EX FG 25.69 MATCH EXFG 25.62 BOS 25.65 FG 27.89 MATCH EX FG 27.88 MATCH EX FG 27.74 MATCH EX FG 27.75 MATCH EX LAK 17+58.27, 29.04 LT FG 25.58 MATCH EX LAK 17+76.49, 55.65 LT FG 25.64 MATCH EX FG 26.11 MATCH EX FG 25.60 MATCH EX TOC 25.45 FL 24.95 FL 25.67 GRA 11+05.98, 39.50' LT LP TOC 25.12 BOS 25.57 GRADING GENERAL NOTES 1.ALL CURB HEIGHTS TO BE 6" UNLESS OTHERWISE NOTED. 2.SEE ROW, SURVEY CONTROL & ALIGNMENT PLANS FOR ROW INFORMATION. 3.SEE PAVING PLANS FOR EXACT LOCATION OF PROPOSED CIVIL IMPROVEMENTS. 4.GRADING ELEVATIONS PROVIDED AT KEY DESIGN POINTS AND 50 FOOT STATION INTERVALS. 5.SEE LANDSCAPING PLANS FOR PLANTING LAYOUT. 6.SEE STRUCTURAL PLANS FOR LIMIT AND TYPE OF RETAINING WALL. 7.SEE STATION PLANS FOR LIMIT OF STATION AREA AND PEDESTRIAN GUARDRAIL. 8.SEE STATION PLANS FOR GRADING AT STATIONS INCLUDING LOCATION OF FOUNDATIONS FOR SHELTERS AND TECH PYLONS. 9.SEE PAVING PLANS FOR LIMIT OF CONCRETE BUS PAD. 10.SEE DRIVEWAY PLANS FOR DRIVEWAY GRADING AND LIMITS OF DRIVEWAY CONFORMS. 11.SEE CURB RAMP PLANS FOR CURB RAMP GRADING. 12.NEGATIVE SLOPE VALUES ARE SHOWN IN THE DOWNHILL DIRECTION. HMA FULL DEPTH HMA OVERLAY CEMENT CONCRETE CEMENT CONCRETE CROSSWALK LANDSCAPING DETECTABLE WARNING SURFACE RETAINING WALL PEDESTRIAN GUARDRAIL FENCE RIGHT OF WAY (PROPOSED) EXISTING SLOPE PROPOSED SLOPE GRADING LEGEND X.X% X.X% C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 0 . 0 1 . d w g | L a y o u t : 1 C 1 0 . 0 1 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 1 : 0 7 : 0 9 p m B y C W I L C O X XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - U T _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - G R A D _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' LA K E A V E S (LA K - L I N E ) RENTON SEGMENT GRADING PLAN GRA 10+00 TO GRA 14+00 1C10.01 150 A. VILLAR C. WILCOX B. HORN CURB RETURN SCHEDULE RETURN #PC - STA, OFFSET PT - STA, OFFSET RADIUS LENGTH DELTA PC 1/4 1/2 3/4 PT LAK 16+78.04, 19.07' LT LAK 16+99.80, 22.79' LT 40.00'22.37'32°02'25"25.15 25.14 25.12 25.11 25.10 GRA 10+75.82, 82.23' LT GRA 11+02.98, 39.50' LT 30.00'60.28'115°07'07"25.08 25.04 25.00 24.97 24.93 1 2 S GRADY WAY (GRA-LINE) 1C6.01 1 R-4214150 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 P B PB 14+00 15+00 16+00 17+00 18+00 19+00 T&T 192305-9043 192305-9096 192305-9032 CU T FILL CUTCUTCU T C U T CU T CU T CUT CUTCUTCUT CU T CU T CUT C GRA 14+83.02, 41.62' LT LP GRA 15+00.33, 88.48' RT LP -3 . 8 % -3 . 2 % 1 2 3 4 GRA 14+43.89, 41.17' RT BEGIN CURB AND GUTTER MATCH EX FL 26.69 TOC 27.19 FL 26.60 TOC 27.10 GRA 15+00.69, 99.49' RT END CURB AND GUTTER MATCH EX FL 25.88 TOC 26.24 FL 26.09 TOC 26.59 BOS 27.27 MATCH EX BOS 27.27 BOS 27.22 -4 . 9 % -2.6%GRA 15+51.68, 89.83' RT BEGIN CURB AND GUTTER MATCH EX GRA 16+19.18, 41.09' RT END CURB AND GUTTER MATCH EX FL 26.03 FL 26.23 FL 27.03 FL 27.11 TOC 26.44 TOC 26.73 TOC 27.53 TOC 27.58 BOS 27.67 BOS 27.70 BOS 27.65 -4 . 7 % -1.3% FL 25.46 TOC 25.96 BOS 26.08 BOS 26.03 -4 . 2 % -3 . 5 % GRA 15+15.16, 83.77' LT END CURB AND GUTTER MATCH EX FL 25.45 TOC 25.95 BOS 26.03 MATCH EX BOS 26.05 -5.3% -0 . 0 % -5 . 2 % GRA 15+60.16, 85.89' LT BEGIN CURB AND GUTTER MATCH EX FL 25.52 TOC 25.97 BOS 26.06 MATCH EX BOS 26.26 BOS 26.80 BOS 26.87 FL 26.18 TOC 26.68 FL 26.30 FL 26.43 FL 26.57 FL 26.85 FL 26.99 TOC 27.35 TOC 27.07 TOC 26.93 TOC 26.80 TOC 27.49 -3 . 6 % -3 . 7 % -3 . 1 % -3 . 4 % -3 . 4 % -3 . 1 % BOS 27.65 FL 27.42 TOC 27.89 BOS 27.10 BOS 27.24 BOS 27.51 FL 27.75FL 27.20 FL 26.63 FL 26.50FL 26.75 FL 27.34 TOC 28.23 TOC 27.73 TOC 27.16 TOC 27.00TOC 27.25 TOC 27.84 -4.2% FG 26.13 MATCH EX FG 26.39 MATCH EX FG 26.61 MATCH EX FG 26.82 MATCH EX FG 26.88 MATCH EX FG 27.02 MATCH EX FG 27.17 MATCH EX FG 27.20 MATCH EX FG 27.38 MATCH EX FG 27.43 MATCH EX FG 27.68 MATCH EX FG 26.04 MATCH EX FG 26.18 MATCH EX FG 27.35 MATCH EX FG 27.56 MATCH EX FG 26.20 MATCH EX FG 26.18 MATCH EX FG 27.60 MATCH EX FG 27.75 MATCH EX FG 27.28 MATCH EXFG 26.67 MATCH EX FG 26.55 MATCH EX FG 26.82 MATCH EX FG 27.31 MATCH EX FG 27.89 MATCH EX FG 27.70 MATCH EX 30 30 FG 26.88-1 . 5 % -1 . 5 % -1 . 5 % -1 . 5 % -1 . 5 % -1 . 5 % GRA 14+69.15, 39.50' LT GRADE BREAK GRA 15+78.59, 43.00' RT HP BOS 26.96 FG 27.01 FG 27.15 -1 . 5 % FG 27.42 -1 . 5 % FG 27.56 GRA 15+78.66, 85.40' LT BEGIN CURB MATCH EX GRA 17+92.13, 51.00' LT END CURB MATCH EX GRA 18+22.45, 51.00' LT BEGIN CURB MATCH EX 1C9.01 1 FG 28.23 MATCH EX FG 27.70 MATCH EX FG 26.12 MATCH EX FG 26.18 MATCH EX GRA 15+53.44, 79.70' RT LP FL 25.34 FL 25.42 FL 25.83 FL 27.00 FL 25.93 FG 26.19 MATCH EX FG 26.20 MATCH EX FG 26.30 MATCH EX FG 26.29 MATCH EX FG 26.74 MATCH EX FG 26.85 MATCH EX FG 26.90 MATCH EX FG 25.55 MATCH EX GRADING GENERAL NOTES 1.ALL CURB HEIGHTS TO BE 6" UNLESS OTHERWISE NOTED. 2.SEE ROW, SURVEY CONTROL & ALIGNMENT PLANS FOR ROW INFORMATION. 3.SEE PAVING PLANS FOR EXACT LOCATION OF PROPOSED CIVIL IMPROVEMENTS. 4.GRADING ELEVATIONS PROVIDED AT KEY DESIGN POINTS AND 50 FOOT STATION INTERVALS. 5.SEE LANDSCAPING PLANS FOR PLANTING LAYOUT. 6.SEE STRUCTURAL PLANS FOR LIMIT AND TYPE OF RETAINING WALL. 7.SEE STATION PLANS FOR LIMIT OF STATION AREA AND PEDESTRIAN GUARDRAIL. 8.SEE STATION PLANS FOR GRADING AT STATIONS INCLUDING LOCATION OF FOUNDATIONS FOR SHELTERS AND TECH PYLONS. 9.SEE PAVING PLANS FOR LIMIT OF CONCRETE BUS PAD. 10.SEE DRIVEWAY PLANS FOR DRIVEWAY GRADING AND LIMITS OF DRIVEWAY CONFORMS. 11.SEE CURB RAMP PLANS FOR CURB RAMP GRADING. 12.NEGATIVE SLOPE VALUES ARE SHOWN IN THE DOWNHILL DIRECTION. HMA FULL DEPTH HMA OVERLAY CEMENT CONCRETE CEMENT CONCRETE CROSSWALK LANDSCAPING DETECTABLE WARNING SURFACE RETAINING WALL PEDESTRIAN GUARDRAIL FENCE RIGHT OF WAY (PROPOSED) EXISTING SLOPE PROPOSED SLOPE GRADING LEGEND X.X% X.X% C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 0 . 0 1 . d w g | L a y o u t : 1 C 1 0 . 0 2 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 1 : 0 7 : 0 9 p m B y C W I L C O X XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - U T _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - G R A D _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' S GRADY WAY SH A T T U C K A V E S (GRA-LINE) RENTON SEGMENT GRADING PLAN GRA 14+00 TO GRA 19+00 1C10.02 151 A. VILLAR C. WILCOX B. HORN CURB RETURN SCHEDULE RETURN #PC - STA, OFFSET PT - STA, OFFSET RADIUS LENGTH DELTA PC 1/4 1/2 3/4 PT GRA 14+69.15, 39.50' LT GRA 15+15.16, 83.77' LT 45.00'70.23'89°24'57"25.41 25.35 25.38 25.42 25.45 GRA 15+60.16, 85.89' LT GRA 16+06.16, 39.50' LT 45.00'72.35'92°07'06"25.52 25.69 25.85 26.01 26.18 GRA 15+55.12, 70.08' RT GRA 15+88.43, 41.40' RT 35.00'48.00'78°34'28"26.23 26.60 26.86 26.98 27.03 GRA 14+65.79, 41.24' RT GRA 14+99.88, 74.91' RT 35.00'53.28'87°13'04"26.60 26.55 26.50 26.34 26.09 1 2 3 4 1C6.02 1 1C6.02 2 1C6.02 4 1C6.02 3 R-4214151 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 19+00 20+00 21+00 22+00 23+00 24+00 S G R A D Y 192305-9070 192305-9023 192305-9070 CU T CU T CU T CUT CUT CUT CUT CUT CU T CUT F F C BOS 29.01TOC 28.86 -3 . 8 % -3 . 4 % GRA 22+47.54, 40.64' RT BEGIN CURB AND GUTTER MATCH EX FL 30.47 FL 30.69 FL 30.83 FL 30.91 TOC 31.41 TOC 31.33 TOC 31.19 TOC 30.97 -2 . 1 % -2 . 3 % FL 30.65 BOS 31.08 BOS 31.49 BOS 31.61 FG 28.46 FL 27.12 FL 27.26 FL 27.40 FL 27.54 FL 27.67 FL 27.81 FL 28.09 FL 28.23 TOC 28.73 TOC 28.59 TOC 28.31TOC 28.17TOC 28.04TOC 27.90TOC 27.76TOC 27.62 -3 . 0 % -3 . 5 % -3 . 5 % -3 . 7 % -3 . 8 % -3 . 8 % -3 . 2 % -2 . 8 % -3 . 0 % -3 . 9 % -4 . 2 % BOS 27.79 BOS 27.93 BOS 28.06 BOS 28.20 BOS 28.34 BOS 28.48 BOS 28.78 BOS 28.83 BOS 28.80 BOS 28.88 BOS 29.01 FL 27.99 FL 28.24 FL 28.06 FL 28.56 TOC 28.49 TOC 28.72 TOC 28.54 TOC 29.04 MATCH EX FL 27.42 TOC 27.89 FL 32.04 FL 32.07 FL 32.24 FL 32.26 FL 32.41 FL 33.17 FL 33.16 FL 32.60 TOC 32.50 TOC 32.57 TOC 32.74 TOC 32.76 TOC 32.91 TOC 33.10 TOC 33.67 TOC 33.53 FG 27.70 MATCH EX FG 27.82 MATCH EX FG 27.87 MATCH EX FG 28.00 MATCH EX FG 28.20 MATCH EX FG 28.37 MATCH EX FG 28.65 MATCH EX FG 28.81 MATCH EX FG 28.98 MATCH EX FG 29.11 MATCH EX FG 28.02 MATCH EX FG 28.30 MATCH EX FG 28.22 MATCH EX FG 30.16 MATCH EX FG 30.22 MATCH EX FG 30.33 MATCH EX FG 33.17 MATCH EX FG 33.16 MATCH EX FG 32.43 MATCH EX FG 32.29 MATCH EX FG 32.27 MATCH EX FG 32.05 MATCH EX FG 32.02 MATCH EX 30 30 30 FG 31.49 -2 . 3 % 0. 8 % FG 28.68FG 28.61 FG 28.70 BOS 29.01 -3 . 4 % -2 . 1 % -2 . 3 % -1 . 5 % -1 . 5 % -1 . 5 % -1 . 5 % -1 . 6 % FG 30.51 FG 28.66 FG 28.53 MATCH EX FG 29.07 MATCH EX FG 28.98 MATCH EX BOS 30.97 MATCH EX FL 30.42 TOC 30.70 -1 . 5 % FG 27.56 FG 27.70 FG 27.84 FG 27.97 FG 28.11 FG 28.25 FG 28.39 -1 . 5 % FL 27.90 TOC 28.40 TOC 28.92 GRA 19+61.58, 51.00' LT END CURB GRA 19+91.89, 51.00' LT BEGIN CURB GRA 21+99.28, 57.50' LT END CURB MATCH EX GRA 22+17.06, 53.00' LT BEGIN CURB GRA 22+17.05, 63.00' LT END CURB MATCH EX GRA 22+62.52, 53.00' LT BEGIN CURB AND GUTTER GRA 22+81.86, 57.47' LT END CURB AND GUTTER MATCH EX FL 28.61 GRA 22+61.18, 68.18' RT BEGIN CURB MATCH EX GRA 22+96.18, 62.00' RT END GRA 23+55.25, 62.49' RT BEGIN CURB GRA 23+62.74, 65.41' RT END CURB MATCH EX 1C9.01 2 1C9.02 3 -2 . 4 % -2 . 1 % FG 28.47 MATCH EX FG 28.23 MATCH EX FG 27.70 MATCH EX GRADING GENERAL NOTES 1.ALL CURB HEIGHTS TO BE 6" UNLESS OTHERWISE NOTED. 2.SEE ROW, SURVEY CONTROL & ALIGNMENT PLANS FOR ROW INFORMATION. 3.SEE PAVING PLANS FOR EXACT LOCATION OF PROPOSED CIVIL IMPROVEMENTS. 4.GRADING ELEVATIONS PROVIDED AT KEY DESIGN POINTS AND 50 FOOT STATION INTERVALS. 5.SEE LANDSCAPING PLANS FOR PLANTING LAYOUT. 6.SEE STRUCTURAL PLANS FOR LIMIT AND TYPE OF RETAINING WALL. 7.SEE STATION PLANS FOR LIMIT OF STATION AREA AND PEDESTRIAN GUARDRAIL. 8.SEE STATION PLANS FOR GRADING AT STATIONS INCLUDING LOCATION OF FOUNDATIONS FOR SHELTERS AND TECH PYLONS. 9.SEE PAVING PLANS FOR LIMIT OF CONCRETE BUS PAD. 10.SEE DRIVEWAY PLANS FOR DRIVEWAY GRADING AND LIMITS OF DRIVEWAY CONFORMS. 11.SEE CURB RAMP PLANS FOR CURB RAMP GRADING. 12.NEGATIVE SLOPE VALUES ARE SHOWN IN THE DOWNHILL DIRECTION. HMA FULL DEPTH HMA OVERLAY CEMENT CONCRETE CEMENT CONCRETE CROSSWALK LANDSCAPING DETECTABLE WARNING SURFACE RETAINING WALL PEDESTRIAN GUARDRAIL FENCE RIGHT OF WAY (PROPOSED) EXISTING SLOPE PROPOSED SLOPE GRADING LEGEND X.X% X.X% C: \ p w _ w o r k d i r \ d e n 0 0 3 \ c h 2 m h i l l _ a v 0 5 9 7 5 3 \ d 0 6 0 1 3 8 9 \ 1 C 1 0 . 0 1 . d w g | L a y o u t : 1 C 1 0 . 0 3 PL O T T E D : J u n 1 3 , 2 0 2 4 - 0 9 : 1 8 : 2 2 a m B y A V 0 5 9 7 5 3 XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - U T _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - G R A D _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' S GRADY WAY (GRA-LINE) RENTON SEGMENT GRADING PLAN GRA 19+00 TO GRA 24+00 1C10.03 152 A. VILLAR C. WILCOX B. HORN 1S1.10 - 1S1.10 - R-4214152 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 PB PB PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL 24 + 0 0 25 + 0 0 26 + 0 0 10+0010+00 11+00 12+00 13+00 14+00 91 5 4 6 0 - 0 0 0 5 915460-0010 192305- 9 0 2 3 CUTCUT CUT CU T CU T CU T CU T CU T C U T CUT CU T CU T CUT CUT CU T CUT CUT CU T CUTCUT CUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTCUTC U T CU T CU T C TAL-B 10+82.42, 42.00' LT LP TAL-B 10+35.23, 76.05' LT BEGIN CURB AND GUTTER MATCH EX TAL-B 13+68.54, 73.92' LT END CURB AND GUTTER MATCH EX FG 32.61 MATCH EX FL 32.05 TOC 32.54 -1.0% FL 31.35 FL 31.52 FL 32.46 FL 33.40 FL 34.37 FL 34.96 FL 35.17 TOC 31.85 TOC 32.02 TOC 32.96 TOC 33.90 TOC 34.87 TOC 35.46 TOC 35.66 FL 35.92 TOC 36.32 -1 . 5 % 1. 2 % -4 . 0 % -3 . 7 % -3 . 2 % -1 . 3 % 0. 5 % BOS 32.45 BOS 32.25 BOS 33.20 BOS 34.14 BOS 35.10 BOS 35.70 BOS 36.17 BOS 36.39 MATCH EX 1 3 GRA 24+77.10, 77.93' LT END CURB AND GUTTER MATCH EX FL 28.11 TOC 28.52 BOS 28.61 MATCH EX BOS 28.90 BOS 29.01 FL 28.35 TOC 28.78 FL 28.36 TOC 28.86 -3.8% -3.4% FG 29.08 MATCH EX -2 . 6 % FG 32.30 MATCH EX FG 31.74 MATCH EX FG 31.90 MATCH EX FG 32.27 MATCH EX TAL-B 11+70.88, 49.09' RT END CURB AND GUTTER MATCH EX FL 31.69 TOC 32.24 BOS 32.56 MATCH EX FL 31.34 TOC 31.84 -3 . 4 % -2 . 6 % -2 . 4 % -3 . 1 % -3.8% FG 28.53 MATCH EX FG 29.74 MATCH EX FG 31.40 MATCH EX FG 31.51 MATCH EX FG 31.26 MATCH EX 30 30 35 35 35 -2.3% 2 BOS 29.01 -3.4%-2.1%-2.3% GRA 25+56.53, 81.21' LT BEGIN CURB AND GUTTER MATCH EX GRA 25+98.42, 40.47' LT END CURB AND GUTTER MATCH EX FG 28.91 MATCH EX FG 30.35 MATCH EX FL 29.71 FL 28.61 TOC 30.22 TOC 28.66 BOS 30.25 MATCH EX BOS 29.11 MATCH EX BOS 32.86 MATCH EX BOS 32.88 MATCH EX TOC 32.46 MATCH EX TOC 32.45 MATCH EX BOS 32.63 MATCH EX BOS 32.81 MATCH EX BOS 31.89 FG 31.78 FG 31.76 BOS 31.85 BOS 31.95 BOS 32.91 MATCH EX TOC 32.75 MATCH EX -1.5% - 1 . 4 % 4 5 FG 31.88 MATCH EX FG 31.67 MATCH EX FG 32.06 MATCH EX FG 32.89 MATCH EX FG 33.63 MATCH EX FG 34.36 MATCH EX FG 34.89 MATCH EX FG 34.92 MATCH EX FG 34.73 MATCH EX 5 FG 30.14 MATCH EX -2 . 9 % -4.8% BOS 33.14 MATCH EX FG 31.96 BOS 32.08 -1 . 5 % -1 . 5 % -1 . 5 % FG 35.76 BOS 36.44 FG 35.81 MATCH EX FG 35.79 MATCH EX FG 32.13 -1 . 5 % FG 34.02 -1 . 5 % FG 35.58 -1 . 5 % - 1 . 4 % -1.5% -2.1% TOC 32.63 MATCH EX TOC 32.62 MATCH EX FG 29.36 MATCH EX FG 29.98 MATCH EX FG 33.08 FG 34.98 FG 29.07 MATCH EX BOS 32.58 TOC 32.41 MATCH EX TOC 32.50 MATCH EX BOS 32.62 MATCH EX BOS 32.76 MATCH EX FL 31.19 GRADING GENERAL NOTES 1.ALL CURB HEIGHTS TO BE 6" UNLESS OTHERWISE NOTED. 2.SEE ROW, SURVEY CONTROL & ALIGNMENT PLANS FOR ROW INFORMATION. 3.SEE PAVING PLANS FOR EXACT LOCATION OF PROPOSED CIVIL IMPROVEMENTS. 4.GRADING ELEVATIONS PROVIDED AT KEY DESIGN POINTS AND 50 FOOT STATION INTERVALS. 5.SEE LANDSCAPING PLANS FOR PLANTING LAYOUT. 6.SEE STRUCTURAL PLANS FOR LIMIT AND TYPE OF RETAINING WALL. 7.SEE STATION PLANS FOR LIMIT OF STATION AREA AND PEDESTRIAN GUARDRAIL. 8.SEE STATION PLANS FOR GRADING AT STATIONS INCLUDING LOCATION OF FOUNDATIONS FOR SHELTERS AND TECH PYLONS. 9.SEE PAVING PLANS FOR LIMIT OF CONCRETE BUS PAD. 10.SEE DRIVEWAY PLANS FOR DRIVEWAY GRADING AND LIMITS OF DRIVEWAY CONFORMS. 11.SEE CURB RAMP PLANS FOR CURB RAMP GRADING. 12.NEGATIVE SLOPE VALUES ARE SHOWN IN THE DOWNHILL DIRECTION. HMA FULL DEPTH HMA OVERLAY CEMENT CONCRETE CEMENT CONCRETE CROSSWALK LANDSCAPING DETECTABLE WARNING SURFACE RETAINING WALL PEDESTRIAN GUARDRAIL FENCE RIGHT OF WAY (PROPOSED) EXISTING SLOPE PROPOSED SLOPE GRADING LEGEND X.X% X.X% C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 0 . 0 1 . d w g | L a y o u t : 1 C 1 0 . 0 4 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 1 : 0 9 : 0 1 p m B y C W I L C O X XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - U T _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - G R A D _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' S G R A D Y W A Y TALBOT RD S (TAL-B-LINE) (G R A - L I N E ) RENTON SEGMENT GRADING PLAN TAL-B 10+00 TO TAL-B 14+00 1C10.04 153 A. VILLAR C. WILCOX B. HORN CURB RETURN SCHEDULE 1 2 3 RETURN #PC - STA, OFFSET PT - STA, OFFSET RADIUS LENGTH DELTA PC 1/4 1/2 3/4 PT GRA 24+41.68, 42.26' LT GRA 24+77.10, 77.93' LT 35.00'55.52'90°53'38"28.35 28.29 28.23 28.17 28.11 GRA 25+56.53, 81.21' LT GRA 25+98.42, 40.47' LT 40.00'64.81'92°50'07"28.47 28.87 29.19 29.47 29.71 GRA 23+79.50, 50.50' RT TAL-B 11+52.57, 49.05' RT 105.00'160.96'87°49'56"30.91 30.02 30.13 31.23 31.34 TAL-B 10+35.23, 76.05' LT TAL-B 10+70.21, 42.00' LT 35.00'54.03'88°27'07"32.05 31.88 31.70 31.52 31.35 TAL-B 13+36.66, 42.00' LT TAL-B 13+67.42, 68.47' LT 35.00'45.60'74°38'26"35.17 35.36 35.55 35.74 35.93 4 5 SEE SHEET 1C10.04A FOR MEDIAN DETAIL 1C6.03 - 1C6.03 - 1C6.04 - 1C6.03 - 1C6.04 - 1C6.04 - 1C6.05 1 R-4214153 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 GRADING GENERAL NOTES 1.ALL CURB HEIGHTS TO BE 6" UNLESS OTHERWISE NOTED. 2.SEE ROW, SURVEY CONTROL & ALIGNMENT PLANS FOR ROW INFORMATION. 3.SEE PAVING PLANS FOR EXACT LOCATION OF PROPOSED CIVIL IMPROVEMENTS. 4.GRADING ELEVATIONS PROVIDED AT KEY DESIGN POINTS AND 50 FOOT STATION INTERVALS. 5.SEE LANDSCAPING PLANS FOR PLANTING LAYOUT. 6.SEE STRUCTURAL PLANS FOR LIMIT AND TYPE OF RETAINING WALL. 7.SEE STATION PLANS FOR LIMIT OF STATION AREA AND PEDESTRIAN GUARDRAIL. 8.SEE STATION PLANS FOR GRADING AT STATIONS INCLUDING LOCATION OF FOUNDATIONS FOR SHELTERS AND TECH PYLONS. 9.SEE PAVING PLANS FOR LIMIT OF CONCRETE BUS PAD. 10.SEE DRIVEWAY PLANS FOR DRIVEWAY GRADING AND LIMITS OF DRIVEWAY CONFORMS. 11.SEE CURB RAMP PLANS FOR CURB RAMP GRADING. 12.NEGATIVE SLOPE VALUES ARE SHOWN IN THE DOWNHILL DIRECTION. HMA FULL DEPTH HMA OVERLAY CEMENT CONCRETE CEMENT CONCRETE CROSSWALK LANDSCAPING DETECTABLE WARNING SURFACE RETAINING WALL PEDESTRIAN GUARDRAIL FENCE RIGHT OF WAY (PROPOSED) EXISTING SLOPE PROPOSED SLOPE GRADING LEGEND X.X% X.X% PB PB 24+ 0 0 1 1 + 0 0 -3 . 8 % GRA 24+91.32, 94.74' RT PT FL 31.49 GRA 24+85.76, 96.22' RT PRC FL 31.43 GRA 24+59.64, 53.01' RT PT FL 31.07 GRA 24+62.03, 51.86' RT PC FL 31.07 GRA 24+81.17, 52.93' RT PCC FL 31.18 GRA 24+51.48, 53.90' RT PRC FL 31.02 GRA 24+53.27, 38.82' RT PC FL 30.91 GRA 24+90.31, 76.33' RT PT FL 31.44 GRA 24+37.81, 38.61' RT PT FL 30.78 GRA 24+56.84, 58.22' RT PRC FL 31.08 GRA 24+56.70, 56.84' RT PC FL 31.08 GRA 24+36.40, 44.27' RT PRC FL 30.86 GRA 24+72.01, 47.05' RT PT FL 31.10 GRA 24+62.27, 46.86' RT PT FL 31.02 GRA 24+59.36, 43.98' RT PC FL 30.97 GRA 24+52.85, 53.72' RT PT FL 31.03 GRA 24+72.56, 45.21' RT PC FL 31.09 GRA 24+54.24, 39.78' RT PT FL 30.92 GRA 24+60.46, 39.92' RT PT FL 30.94 GRA 24+59.24, 40.93' RT PC FL 30.94 -2 . 5 % -1. 9 % -2.6 % -1 . 0 % - 0 . 6 % -2 . 3 % GRA 24+79.71, 52.22' RT PC FL 31.17 R=2.00' L=1.70' ∆=48°38'32" R=40.00' L=25.61' ∆=36°41'16" R=118.00' L=48.45' ∆=23°31'30" R=3.00' L=8.24' ∆=157°26'41" R=1.00' L=1.53' ∆=87°46'20" R=3.00' L=2.77' ∆=52°58'40" R=1.00' L=1.51' ∆=86°46'54" GRA 24+54.04, 52.17' RT PC FL 31.02 GRA 24+54.66, 50.20' RT PT FL 31.01 R=1.00' L=1.55' ∆=88°51'25" R=1.00' L=1.85' ∆=105°56'24" R=40.00' L=13.40' ∆=19°11'22" R=1.00' L=2.58' ∆=148°05'49" R=3.00' L=4.54' ∆=86°46'26" R=3.00' L=8.01' ∆=152°53'34" -0 . 9 % -1.0% -0.4% -0.6% -0.7 % R=3.00' L=2.11' ∆=40°14'54" RENTON SEGMENT GRADING PLAN S GRADY WAY & TALBOT RD S 1C10.04A 154 A. VILLAR C. WILCOX B. HORN C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 0 . 0 1 . d w g | L a y o u t : 1 C 1 0 . 0 4 A PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 1 : 0 9 : 5 5 p m B y C W I L C O X XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - U T _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - G R A D _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL S G R A D Y W A Y T A L B O T R D S (T A L - B - L I N E ) (GR A - L I N E ) 10'20' SCALE: 1" = 10' 0' R-4214154 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL 14+00 15+00 16+00 17+00 18+00 192305-9094 202305-9007 192305 - 9 0 2 3 CUT CUT CUT FILL FILL FILL FILL FILL C U T CU T CUT C U T C U T CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CU T CU T CUT CUT CUT TAL-B 16+48.67, 41.00' LT LP FL 31.41 TOC 31.91 FL 31.54 FL 31.66 FL 31.91 FL 32.20 TOC 31.71 TOC 32.16 TOC 32.41 TOC 32.50TOC 32.94 FL 32.44 -2 . 2 % -1 . 8 % -1 . 6 % -1 . 3 % -1 . 6 % -2 . 9 % -2 . 9 % 2 3 BOS 31.83 BOS 32.28 BOS 32.53 BOS 32.03 BOS 32.62 BOS 33.06 TAL-B 15+68.44, 71.99' RT END CURB BEGIN CURB & GUTTER 1 TAL-B 17+01.59, 98.23' LT END CURB AND GUTTER MATCH EX FL 33.36 TOC 33.82FL 32.24 FL 32.90FL 33.30 FL 33.51 FL 34.56 TOC 35.06 TOC 34.01 TOC 33.80 TOC 33.40 TOC 32.74 - 1 . 3 % -1 . 5 % -2 . 8 % 2. 0 % 1. 3 % TAL-B 14+03.83, 88.24' LT BEGIN CURB AND GUTTER MATCH EX FL 35.70 FL 35.54 TOC 36.11 TOC 36.04 BOS 36.24 MATCH EX BOS 36.10 BOS 35.42 BOS 34.25 BOS 34.04 BOS 33.64 BOS 32.93 -0.5% - 3 . 7 % FG 33.12 MATCH EX FG 33.11 MATCH EX FG 33.10 MATCH EX FG 32.96 MATCH EX FG 32.56 MATCH EX FG 32.36 MATCH EX FG 32.20 MATCH EX FG 32.05 MATCH EX 35 35 35 35 35 35 35 3 535 3 5 TAL-B 15+85.06, 62.37' RT BEGIN CURB MATCH EX FL 34.31 FL 34.21 FL 34.24 FL 34.31 FL 34.27 TOC 34.82 TOC 34.71 TOC 34.74 TOC 34.81 TOC 34.77 BOS 32.86 MATCH EX BOS 32.88 MATCH EX 4 BOS 32.91 MATCH EX BOS 32.89 MATCH EX TOC 32.75 MATCH EX TOC 32.75 MATCH EX TAL-B 15+11.20, 44.98' RT BEGIN CURB AND GUTTER MATCH EX TAL-B 15+38.91, 75.37' RT END CURB AND GUTTER MATCH EX FL 32.78 FL 34.52 TOC 33.28 TOC 34.88 BOS 33.37 -1 . 5 % -1 . 5 % -1 . 5 % -1 . 5 % TAL-B 15+82.98, 74.21' RT LPTAL-B 15+68.80, 73.90' RT HP FG 34.17 MATCH EX TAL-B 17+33.49, 41.70' RT GRADE BREAK FG 34.92 MATCH EX FG 34.73 MATCH EX 5 6 FG 34.26 MATCH EX FG 33.76 MATCH EX FG 33.53 MATCH EX FG 33.32 MATCH EX FG 32.80 MATCH EX FG 32.53 MATCH EX FG 32.13 MATCH EX 17+18.11, 101.40 LT FG 33.38 MATCH EX FG 35.81 MATCH EX -1 . 5 % -1 . 5 % FG 35.18 FG 32.82FG 34.13 -1 . 5 % FG 33.52 -1 . 5 % FG 33.92 FG 33.60 MATCH EX FG 33.59 MATCH EX FG 33.07 MATCH EX FG 33.09 MATCH EX 17+05.59, 38.58 LT FG 32.49 MATCH EX 17+18.89, 68.59 LT FG 33.01 MATCH EX 17+20.32, 85.04 LT FG 33.21 MATCH EX 17+13.91, 52.84 LT FG 32.69 MATCH EX FG 33.39 MATCH EX 1C9.03 4 1C9.03 5 TOC 32.63 MATCH EX TOC 32.62 MATCH EX BOS 32.11 BOS 32.09 BOS 32.16 BOS 32.19 BOS 32.08 TOC 32.68 MATCH EX TOC 32.53 MATCH EX BOS 32.68 MATCH EX BOS 32.67 MATCH EX FL 34.34 FL 34.18 FL 31.71 FL 32.13 FL 33.42 MATCH EX FL 33.40 MATCH EX FL 33.33 MATCH EX FL 33.37 MATCH EX GRADING GENERAL NOTES 1.ALL CURB HEIGHTS TO BE 6" UNLESS OTHERWISE NOTED. 2.SEE ROW, SURVEY CONTROL & ALIGNMENT PLANS FOR ROW INFORMATION. 3.SEE PAVING PLANS FOR EXACT LOCATION OF PROPOSED CIVIL IMPROVEMENTS. 4.GRADING ELEVATIONS PROVIDED AT KEY DESIGN POINTS AND 50 FOOT STATION INTERVALS. 5.SEE LANDSCAPING PLANS FOR PLANTING LAYOUT. 6.SEE STRUCTURAL PLANS FOR LIMIT AND TYPE OF RETAINING WALL. 7.SEE STATION PLANS FOR LIMIT OF STATION AREA AND PEDESTRIAN GUARDRAIL. 8.SEE STATION PLANS FOR GRADING AT STATIONS INCLUDING LOCATION OF FOUNDATIONS FOR SHELTERS AND TECH PYLONS. 9.SEE PAVING PLANS FOR LIMIT OF CONCRETE BUS PAD. 10.SEE DRIVEWAY PLANS FOR DRIVEWAY GRADING AND LIMITS OF DRIVEWAY CONFORMS. 11.SEE CURB RAMP PLANS FOR CURB RAMP GRADING. 12.NEGATIVE SLOPE VALUES ARE SHOWN IN THE DOWNHILL DIRECTION. HMA FULL DEPTH HMA OVERLAY CEMENT CONCRETE CEMENT CONCRETE CROSSWALK LANDSCAPING DETECTABLE WARNING SURFACE RETAINING WALL PEDESTRIAN GUARDRAIL FENCE RIGHT OF WAY (PROPOSED) EXISTING SLOPE PROPOSED SLOPE GRADING LEGEND X.X% X.X% C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 0 . 0 1 . d w g | L a y o u t : 1 C 1 0 . 0 5 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 1 : 1 0 : 4 7 p m B y C W I L C O X XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ P R O P . d w g ; X - R D W Y _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - U T _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - G R A D _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' TALBOT RD S (TAL-B-LINE) RENTON SEGMENT GRADING PLAN TAL-B 14+00 TO TAL-B 18+50 1C10.05 155 A. VILLAR C. WILCOX B. HORN CURB RETURN SCHEDULE RETURN #PC - STA, OFFSET PT - STA, OFFSET RADIUS LENGTH DELTA PC 1/4 1/2 3/4 PT TAL-B 15+68.44, 71.99' RT TAL-B 16+07.21, 41.70' RT 35.00'51.20'83°49'03"34.27 33.82 33.49 32.97 32.45 TAL-B 15+68.44, 71.99' RT TAL-B 15+71.42, 75.46' RT 3.00'4.90'93°33'01"34.27 34.31 34.34 34.32 34.31 TAL-B 15+78.20, 76.01' RT TAL-B 15+84.22, 71.46' RT 5.00'7.83'89°41'40"34.24 34.21 34.19 34.19 34.21 TAL-B 15+11.20, 44.98' RT TAL-B 15+38.91, 75.37' RT 35.00'42.03'68°48'39"32.78 33.34 33.62 34.07 34.88 TAL-B 14+02.90, 79.27' LT TAL-B 14+34.27, 41.00' LT 35.00'57.47'94°04'49"35.54 35.30 35.05 34.80 34.56 TAL-B 16+59.06, 41.00' LT TAL-B 17+01.59, 98.23' LT 45.00'82.70'105°17'59"32.24 32.47 32.70 32.93 33.36 1 2 3 4 5 6 1C6.05 2 1C6.06 1 1C6.06 2 1C6.07 1 R-4214155 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 19+00 20+00 21+00 22+00 23+00 202305-9008 192305-9001 72 3 1 6 0 - 0 5 9 5 C CUT CUT CUT CUT CUT CU T CUT CUT CUT CUT CUT C U T C U T CUT CUT CUT CUT CUT CUT CUT 1 1C9.04 6 -3 . 1 % -1 . 9 % -2 . 2 % -2 . 3 % -2 . 0 % 30 30 30 35 -1 . 5 % -1 . 5 % -3 . 1 % -1 . 2 % -1 . 3 % -0.6% BOS 31.90 BOS 31.87 BOS 31.81 BOS 32.26 BOS 32.44 TOC 33.21 BOS 33.20 TOC 33.11 FL 31.28 FL 31.25 FL 31.21 FL 31.36 FL 31.64 FL 31.82 TOC 32.32TOC 32.14 TOC 31.70 TOC 31.71TOC 31.75TOC 31.78 FG 32.14 MATCH EX FG 32.08 MATCH EX FG 32.04 MATCH EX FG 31.68 MATCH EX FG 31.95 MATCH EX FG 32.31 MATCH EX FG 32.52 MATCH EX FG 32.71 MATCH EX BOS 32.44 MATCH EX BOS 32.67 MATCH EX BOS 32.75 MATCH EX BOS 32.71 MATCH EX TOC 32.78 MATCH EX TOC 32.81 MATCH EX TOC 32.64 MATCH EX TOC 32.39 MATCH EX TAL-B 19+34.31, 41.73' RT LP FL 31.19 TAL-B 19+80.11, 41.74' RT HP FL 31.37 TAL-B 20+46.21, 42.01' RT LP FL 31.17 TAL-B 20+75.63, 43.17' RT GRADE BREAK FL 31.43 FG 31.70 MATCH EX FG 31.93 MATCH EX FG 32.33 MATCH EX FG 32.01 MATCH EX TAL-B 22+49.71, 87.53' RT END CURB AND GUTTER MATCH EX FL 32.68 BOS 33.29 MATCH EX FG 32.82 MATCH EX BOS 32.87 FL 32.61 -1 . 8 % -1 . 7 % TOC 33.23 BOS 31.82 TOC 31.82 GRADING GENERAL NOTES 1.ALL CURB HEIGHTS TO BE 6" UNLESS OTHERWISE NOTED. 2.SEE ROW, SURVEY CONTROL & ALIGNMENT PLANS FOR ROW INFORMATION. 3.SEE PAVING PLANS FOR EXACT LOCATION OF PROPOSED CIVIL IMPROVEMENTS. 4.GRADING ELEVATIONS PROVIDED AT KEY DESIGN POINTS AND 50 FOOT STATION INTERVALS. 5.SEE LANDSCAPING PLANS FOR PLANTING LAYOUT. 6.SEE STRUCTURAL PLANS FOR LIMIT AND TYPE OF RETAINING WALL. 7.SEE STATION PLANS FOR LIMIT OF STATION AREA AND PEDESTRIAN GUARDRAIL. 8.SEE STATION PLANS FOR GRADING AT STATIONS INCLUDING LOCATION OF FOUNDATIONS FOR SHELTERS AND TECH PYLONS. 9.SEE PAVING PLANS FOR LIMIT OF CONCRETE BUS PAD. 10.SEE DRIVEWAY PLANS FOR DRIVEWAY GRADING AND LIMITS OF DRIVEWAY CONFORMS. 11.SEE CURB RAMP PLANS FOR CURB RAMP GRADING. 12.NEGATIVE SLOPE VALUES ARE SHOWN IN THE DOWNHILL DIRECTION. HMA FULL DEPTH HMA OVERLAY CEMENT CONCRETE CEMENT CONCRETE CROSSWALK LANDSCAPING DETECTABLE WARNING SURFACE RETAINING WALL PEDESTRIAN GUARDRAIL FENCE RIGHT OF WAY (PROPOSED) EXISTING SLOPE PROPOSED SLOPE GRADING LEGEND X.X% X.X% C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 0 . 1 0 . d w g | L a y o u t : 1 C 1 0 . 0 6 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 1 : 1 2 : 3 5 p m B y C W I L C O X XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ P R O P . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - P A R C E L - I N F O . d w g ; X - R D W Y _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - G R A D _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' TALBOT RD S I - 4 0 5 S B O F F - R A M P (TAL-B-LINE) S R E N T O N V I L L A G E P L RENTON SEGMENT GRADING PLAN TAL-B 18+50 TO TAL-B 23+50 1C10.06 156 A. VILLAR C. WILCOX B. HORN CURB RETURN SCHEDULE 1 RETURN #PC - STA, OFFSET PT - STA, OFFSET RADIUS LENGTH DELTA PC 1/4 1/2 3/4 PT TAL-B 22+12.95, 44.64' RT TAL-B 22+47.49, 73.97' RT 35.00'49.28'80°40'33"32.20 32.29 32.38 32.48 32.58 1C6.08 - 1C6.08 - R-4214156 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 24+00 25+00 26+00 27+00 28+00 29+00 72292 8 - 0 1 0 0 72220 0 - 0 1 6 3 85570 0 - 0 1 4 0 8 5 5 7 0 0 - 0 0 1 0 85570 0 - 0 0 2 0 30230 5 - 9 0 7 3 C U T CU T CUT CUT CU T F I L L FILL FILL FILL FILL FI L L -3 . 8 % -1 . 4 % 1 -1.0% 2 -5 . 2 % -2 . 0 % -2.1% 190 200 200 195 190 1 8 5 185 190 18 5 TAL-21 25+69.78, 13.76' RT HP, BEGIN 4" CURB HEIGHT FL 194.06 TAL-21 27+77.09, 20.29' RT BEGIN CURB AND GUTTER MATCH EX FL 187.09 TOC 187.59 TAL-21 28+29.99, 18.34' RT END CURB AND GUTTER MATCH EX FL 185.81 TOC 186.31 FL 186.74 TOC 187.24 TAL-21 25+38.01, 50.26' LT BEGIN CURB AND GUTTER MATCH EX BOS 197.18 MATCH EX BOS 196.14 BOS 194.09 FL 195.56 TOC 196.06 FL 193.66 FL 192.46 TOC 192.96 TAL-21 26+12.66, 17.84' LT END CURB AND GUTTER MATCH EX TOC 194.16 TAL-21 25+65.42, 43.63' RT BEGIN CURB AND GUTTER MATCH EX FL 191.52 TOC 191.52 FL 192.51 TOC 193.01 TAL-21 25+96.91, 17.74' RT END CURB AND GUTTER MATCH EX END CURB HEIGHT TRANSITION FL 193.29 TOC 193.82 FL 193.96 TOC 194.30 BOS 191.40 MATCH EX BOS 193.69 MATCH EX BOS 194.05 FG 196.83 MATCH EX FG 195.04 MATCH EX FG 195.28 MATCH EX FG 191.31 MATCH EX FG 193.73 MATCH EX FG 193.20 MATCH EX FG 187.54 MATCH EX FG 185.92 MATCH EX TOC 187.60 MATCH EX FL 196.56 TOC 197.02 -1 . 3 % FG 187.00 MATCH EX TOC 194.39 TAL-21 25+92.95, 17.35' RT END 4" CURB HEIGHT BEGIN CURB HEIGHT TRANSITION TOC 194.05 TOC 194.22 FL 193.89 FL 193.72 FL 193.46 TOC 193.79 -6 . 9 % - 1 . 0 % -1.3% 3 4 BOS 193.78 GRADING GENERAL NOTES 1.ALL CURB HEIGHTS TO BE 6" UNLESS OTHERWISE NOTED. 2.SEE ROW, SURVEY CONTROL & ALIGNMENT PLANS FOR ROW INFORMATION. 3.SEE PAVING PLANS FOR EXACT LOCATION OF PROPOSED CIVIL IMPROVEMENTS. 4.GRADING ELEVATIONS PROVIDED AT KEY DESIGN POINTS AND 50 FOOT STATION INTERVALS. 5.SEE LANDSCAPING PLANS FOR PLANTING LAYOUT. 6.SEE STRUCTURAL PLANS FOR LIMIT AND TYPE OF RETAINING WALL. 7.SEE STATION PLANS FOR LIMIT OF STATION AREA AND PEDESTRIAN GUARDRAIL. 8.SEE STATION PLANS FOR GRADING AT STATIONS INCLUDING LOCATION OF FOUNDATIONS FOR SHELTERS AND TECH PYLONS. 9.SEE PAVING PLANS FOR LIMIT OF CONCRETE BUS PAD. 10.SEE DRIVEWAY PLANS FOR DRIVEWAY GRADING AND LIMITS OF DRIVEWAY CONFORMS. 11.SEE CURB RAMP PLANS FOR CURB RAMP GRADING. 12.NEGATIVE SLOPE VALUES ARE SHOWN IN THE DOWNHILL DIRECTION. HMA FULL DEPTH HMA OVERLAY CEMENT CONCRETE CEMENT CONCRETE CROSSWALK LANDSCAPING DETECTABLE WARNING SURFACE RETAINING WALL PEDESTRIAN GUARDRAIL FENCE RIGHT OF WAY (PROPOSED) EXISTING SLOPE PROPOSED SLOPE GRADING LEGEND X.X% X.X% C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 0 . 1 0 . d w g | L a y o u t : 1 C 1 0 . 0 7 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 1 : 1 2 : 3 6 p m B y C W I L C O X XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ P R O P . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - P A R C E L - I N F O . d w g ; X - R D W Y _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - G R A D _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' TALBOT RD S S 2 3 R D S T (TAL-21-LINE) RENTON SEGMENT GRADING PLAN TAL-21 24+00 TO TAL-21 29+00 1C10.07 157 A. VILLAR C. WILCOX K. CRAIG TA L B O T C R E S T D R S CURB RETURN SCHEDULE 1 RETURN #PC - STA, OFFSET PT - STA, OFFSET RADIUS LENGTH DELTA PC 1/4 1/2 3/4 PT TAL-21 25+42.09, 42.37' LT TAL-21 25+82.24, 17.85' LT 45.00'49.38'62°52'13"195.56 194.83 194.63 194.18 193.66 TAL-21 25+60.99, 34.62' RT TAL-21 25+74.72, 13.02' RT 15.00'30.67'117°09'21"192.51 193.26 193.80 193.98 193.96 TAL-21 25+78.41, 13.08' RT TAL-21 25+86.62, 15.00' RT 20.00'8.49'24°19'16"193.89 193.85 193.80 193.76 193.72 TAL-21 25+88.35, 15.82' RT TAL-21 25+96.91, 17.74' RT 20.00'8.84'25°19'47"193.64 193.56 193.47 193.38 193.29 2 1S1.14 - 1S1.13 -1C6.09 - 1C6.09 - 3 4 R-4214157 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 54+00 55+00 56+00 57+00 58+00 59+00 302305-9029 30 2 3 0 5 - 9 1 1 6 302305-9114 302305-9115 302305-9030 302305-9019 948575-TRC T CUT FI L L FILL FILL FILL FILL FILL FI L L -2 . 1 % -2 . 5 % -2 . 6 % 95 9 5 95 100 1 0 0 105 TAL-21 56+43.00, 15.98' RT BEGIN CURB AND GUTTER MATCH EX TAL-21 57+36.25, 14.83' RT END CURB AND GUTTER MATCH EXFL 99.41 FL 100.13 TOC 100.61 FG 99.40 MATCH EX FG 100.19 MATCH EX FG 100.67 MATCH EX FL 100.61TOC 99.41 TOC 100.63 FL 99.54 TOC 100.04 GRADING GENERAL NOTES 1.ALL CURB HEIGHTS TO BE 6" UNLESS OTHERWISE NOTED. 2.SEE ROW, SURVEY CONTROL & ALIGNMENT PLANS FOR ROW INFORMATION. 3.SEE PAVING PLANS FOR EXACT LOCATION OF PROPOSED CIVIL IMPROVEMENTS. 4.GRADING ELEVATIONS PROVIDED AT KEY DESIGN POINTS AND 50 FOOT STATION INTERVALS. 5.SEE LANDSCAPING PLANS FOR PLANTING LAYOUT. 6.SEE STRUCTURAL PLANS FOR LIMIT AND TYPE OF RETAINING WALL. 7.SEE STATION PLANS FOR LIMIT OF STATION AREA AND PEDESTRIAN GUARDRAIL. 8.SEE STATION PLANS FOR GRADING AT STATIONS INCLUDING LOCATION OF FOUNDATIONS FOR SHELTERS AND TECH PYLONS. 9.SEE PAVING PLANS FOR LIMIT OF CONCRETE BUS PAD. 10.SEE DRIVEWAY PLANS FOR DRIVEWAY GRADING AND LIMITS OF DRIVEWAY CONFORMS. 11.SEE CURB RAMP PLANS FOR CURB RAMP GRADING. 12.NEGATIVE SLOPE VALUES ARE SHOWN IN THE DOWNHILL DIRECTION. HMA FULL DEPTH HMA OVERLAY CEMENT CONCRETE CEMENT CONCRETE CROSSWALK LANDSCAPING DETECTABLE WARNING SURFACE RETAINING WALL PEDESTRIAN GUARDRAIL FENCE RIGHT OF WAY (PROPOSED) EXISTING SLOPE PROPOSED SLOPE GRADING LEGEND X.X% X.X% C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 0 . 1 0 . d w g | L a y o u t : 1 C 1 0 . 0 8 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 1 : 1 3 : 3 1 p m B y C W I L C O X XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ P R O P . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - P A R C E L - I N F O . d w g ; X - R D W Y _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - G R A D _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' TALBOT RD S (TAL-21-LINE) RENTON SEGMENT GRADING PLAN TAL-21 54+00 TO TAL-21 59+00 1C10.08 158 A. VILLAR C. WILCOX K. CRAIG S 3 2 N D S T 1S1.16 - 1S1.15 -1C6.10 - 1C6.10 - R-4214158 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 72+00 73+00 74+00 75+00 76+00 855860-0035 855860-0040 302305-9040 302305-9044 855860-0125 855860-0130 855860-0135 302305-9109 CUT CUT CUT CUT CU T FILL FILL FILL FILL FILL FILL FILL C U T CUT CUT CUT CUT CUT CUT -2 . 1 % -3 . 6 % 2 3 4 -5 . 1 % -2 . 5 % -2.1% -3 . 1 % -2 . 7 % -3.1% -1 . 5 % -1 . 1 % 6 -5 . 0 % -3 . 2 % TAL-21 75+47.93, 35.92' RT LP FL 93.88 TAL-21 72+54.86, 20.60' LT LP FL 92.07 FG 91.88 TAL-21 71+69.71, 19.50' LT BEGIN CURB FL 91.42 FL 91.44 TOC 91.43 TOC 91.58 FL 91.76 TOC 92.26 FL 92.25 FL 92.23 TOC 92.73 TOC 92.25 TAL-21 72+54.59, 45.59' LT END CURB AND GUTTER TAL-21 73+11.92, 31.52' LT BEGIN CURB AND GUTTER FL 93.31 TOC 93.81 BOS 93.00 BOS 93.55 TAL-21 73+78.00, 19.50' LT END CURB AND GUTTER MATCH EX FL 93.32 TOC 93.32 FL 92.98 TOC 93.48 TAL-21 73+67.15, 49.18' RT BEGIN CURB AND GUTTER TAL-21 75+49.45, 52.89' RT END CURB AND GUTTER MATCH EX FL 90.80 FL 91.89 FL 93.25 FL 93.73 FL 93.85 FL 94.80 FL 94.23 FL 94.34 FL 94.41 FL 94.28 FL 93.99 FL 94.09 TOC 94.58 TOC 94.48 TOC 94.78 TOC 94.91 TOC 94.34 TOC 94.80 TOC 94.73 TOC 94.23 TOC 93.85 TOC 93.75 TOC 92.39 TOC 91.18 BOS 93.87 BOS 94.87 BOS 94.73 MATCH EX BOS 94.51 FG 95.48 MATCH EX FG 95.86 MATCH EX FG 94.03 MATCH EX FG 95.15 MATCH EX FG 93.74 MATCH EX FG 94.36 MATCH EX FG 95.08 MATCH EX FG 93.81 MATCH EX FG 93.09 MATCH EX TAL-21 72+95.48, 19.91' LT LP FL 92.35 FG 93.49 TAL-21 75+87.40, 37.16' RT LP FL 94.00 TAL-21 75+85.33, 46.26' RT BEGIN CURB AND GUTTER MATCH EX TAL-21 76+11.87, 21.96' RT END CURB AND GUTTER MATCH EX FL 94.80 TOC 95.24 FL 94.05 TOC 94.55 FG 94.91 MATCH EX FG 94.15 MATCH EX FG 94.10 MATCH EX FG 95.19 MATCH EX BOS 95.37 MATCH EX BOS 94.61 MATCH EX BOS 93.79 FG 94.21 MATCH EX FG 92.48 MATCH EX FG 92.39 MATCH EX FL 92.91 TOC 93.41 5 1 BOS 93.20 BOS 93.30 BOS 92.80 TAL-21 72+90.97, 46.30' LT MATCH EX -1 . 5 % -7 . 0 % -3 . 1 % FL 92.46 TOC 92.96 FL 92.90 TOC 93.40 FG 93.74 MATCH EX 7 FG 91.86 MATCH EX FG 92.29 MATCH EX FG 92.57 MATCH EX FG 92.34 MATCH EX FG 93.25 MATCH EX FG 93.56 MATCH EX FG 91.03 MATCH EX FG 93.15 MATCH EX FG 93.51 MATCH EX FG 93.91 MATCH EX FG 94.46 MATCH EX FG 94.74 MATCH EX FG 94.35 MATCH EX FG 94.34 MATCH EX FG 94.21 MATCH EX FG 93.32 MATCH EX FG 94.23 MATCH EX -3 . 9 % GRADING GENERAL NOTES 1.ALL CURB HEIGHTS TO BE 6" UNLESS OTHERWISE NOTED. 2.SEE ROW, SURVEY CONTROL & ALIGNMENT PLANS FOR ROW INFORMATION. 3.SEE PAVING PLANS FOR EXACT LOCATION OF PROPOSED CIVIL IMPROVEMENTS. 4.GRADING ELEVATIONS PROVIDED AT KEY DESIGN POINTS AND 50 FOOT STATION INTERVALS. 5.SEE LANDSCAPING PLANS FOR PLANTING LAYOUT. 6.SEE STRUCTURAL PLANS FOR LIMIT AND TYPE OF RETAINING WALL. 7.SEE STATION PLANS FOR LIMIT OF STATION AREA AND PEDESTRIAN GUARDRAIL. 8.SEE STATION PLANS FOR GRADING AT STATIONS INCLUDING LOCATION OF FOUNDATIONS FOR SHELTERS AND TECH PYLONS. 9.SEE PAVING PLANS FOR LIMIT OF CONCRETE BUS PAD. 10.SEE DRIVEWAY PLANS FOR DRIVEWAY GRADING AND LIMITS OF DRIVEWAY CONFORMS. 11.SEE CURB RAMP PLANS FOR CURB RAMP GRADING. 12.NEGATIVE SLOPE VALUES ARE SHOWN IN THE DOWNHILL DIRECTION. HMA FULL DEPTH HMA OVERLAY CEMENT CONCRETE CEMENT CONCRETE CROSSWALK LANDSCAPING DETECTABLE WARNING SURFACE RETAINING WALL PEDESTRIAN GUARDRAIL FENCE RIGHT OF WAY (PROPOSED) EXISTING SLOPE PROPOSED SLOPE GRADING LEGEND X.X% X.X% C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 0 . 1 0 . d w g | L a y o u t : 1 C 1 0 . 0 9 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 1 : 1 4 : 2 6 p m B y C W I L C O X XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ P R O P . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - P A R C E L - I N F O . d w g ; X - R D W Y _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - G R A D _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' TALBOT RD S S 3 7 T H S T S 3 7 T H S T S 3 8 T H C T S 3 8 T H C T (TAL-21-LINE) RENTON SEGMENT GRADING PLAN TAL-21 71+00 TO TAL-21 76+00 1C10.09 159 A. VILLAR C. WILCOX K. CRAIG CURB RETURN SCHEDULE 1 2 3 4 5 6 1S1.17 - 1S1.18 - RETURN #PC - STA, OFFSET PT - STA, OFFSET RADIUS LENGTH DELTA PC 1/4 1/2 3/4 PT TAL-21 72+62.12, 33.44' LT TAL-21 72+49.71, 19.50' LT 12.50'21.08'96°37'35"92.42 92.26 92.13 92.07 92.13 TAL-21 72+96.28, 26.40' LT TAL-21 72+97.13, 19.50' LT 3.50'10.14'165°57'47"92.46 92.38 92.37 92.36 92.36 TAL-21 73+07.64, 29.23' LT TAL-21 73+11.92, 31.52' LT 10.00'4.90'28°03'49"92.90 93.00 93.10 93.21 93.31 TAL-21 73+67.48, 34.19' RT TAL-21 73+82.48, 19.52' RT 15.00'23.23 88°44'26"91.89 92.31 92.73 93.02 93.08 TAL-21 75+24.47, 19.54' RT TAL-21 75+49.46, 44.58' RT 25.00'39.31'90°05'07"94.28 94.15 94.02 93.90 93.99 TAL-21 75+85.33, 46.26' RT TAL-21 76+08.35, 22.24' RT 25.00'36.39'83°23'39"94.05 94.00 94.37 94.54 94.73 TAL-21 72+54.59, 45.59' LT TAL-21 72+61.53, 38.58' LT 8.00'10.63'76°05'47"92.91 92.83 92.75 92.67 92.58 1C6.11 - 1C6.11 - 1C6.12 - 1C6.12 - 1C6.13 - 1C6.13 - R-4214159 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 7 6/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 86+00 87+00 88+00 89+00 90+00 761680 - 0 0 3 0 761680 - 0 0 1 0 312305 - 9 1 3 4 FI L L FILL FILL FILL FILL FILL F I L L CUT CUT CUT CUT CUT FL 108.52 -1 . 8 % -1 . 7 % -1 . 7 % TAL-21 89+13.50, 22.03' RT END CURB AND GUTTER MATCH EX FL 108.50 FL 108.61 -2 . 0 % -4 . 3 % -2 . 0 % FG 108.82 MATCH EX FG 109.47 MATCH EX FG 109.42 MATCH EXFG 109.09 MATCH EX 110 110 105 105 105 110 11 0 110 BOS 109.14 BOS 109.01 TAL-21 88+08.28, 21.92' LT BEGIN CURB AND GUTTER MATCH EX FL 107.85 TOC 108.34 FL 108.03 TOC 108.03 FL 108.86 TOC 108.86 FL 108.30 TOC 108.80 TAL-21 88+96.28, 21.92' LT END CURB AND GUTTER MATCH EX TOC 108.52 FL 108.52 TOC 109.02 BOS 108.98 TAL-21 88+28.24, 22.04' RT BEGIN CURB AND GUTTER MATCH EX FL 107.95 TOC 108.45 FL 108.82 TOC 108.82 FL 108.24 TOC 108.74 TOC 108.92 TOC 108.61 FG 108.15 MATCH EX FG 108.29 MATCH EX FL 108.13 TOC 108.13 TAL-21 88+86.27, 21.92' LT LP FL 108.44 TAL-21 89+06.19, 21.99' RT LP FL 108.41 -2 . 3 % FG 108.44 MATCH EX FG 108.90 FG 109.61 MATCH EX TOC 108.93 TOC 108.91 GRADING GENERAL NOTES 1.ALL CURB HEIGHTS TO BE 6" UNLESS OTHERWISE NOTED. 2.SEE ROW, SURVEY CONTROL & ALIGNMENT PLANS FOR ROW INFORMATION. 3.SEE PAVING PLANS FOR EXACT LOCATION OF PROPOSED CIVIL IMPROVEMENTS. 4.GRADING ELEVATIONS PROVIDED AT KEY DESIGN POINTS AND 50 FOOT STATION INTERVALS. 5.SEE LANDSCAPING PLANS FOR PLANTING LAYOUT. 6.SEE STRUCTURAL PLANS FOR LIMIT AND TYPE OF RETAINING WALL. 7.SEE STATION PLANS FOR LIMIT OF STATION AREA AND PEDESTRIAN GUARDRAIL. 8.SEE STATION PLANS FOR GRADING AT STATIONS INCLUDING LOCATION OF FOUNDATIONS FOR SHELTERS AND TECH PYLONS. 9.SEE PAVING PLANS FOR LIMIT OF CONCRETE BUS PAD. 10.SEE DRIVEWAY PLANS FOR DRIVEWAY GRADING AND LIMITS OF DRIVEWAY CONFORMS. 11.SEE CURB RAMP PLANS FOR CURB RAMP GRADING. 12.NEGATIVE SLOPE VALUES ARE SHOWN IN THE DOWNHILL DIRECTION. HMA FULL DEPTH HMA OVERLAY CEMENT CONCRETE CEMENT CONCRETE CROSSWALK LANDSCAPING DETECTABLE WARNING SURFACE RETAINING WALL PEDESTRIAN GUARDRAIL FENCE RIGHT OF WAY (PROPOSED) EXISTING SLOPE PROPOSED SLOPE GRADING LEGEND X.X% X.X% 89+00 TAL-21 89+24.28, 5.00' LT PC FG 109.39 TAL-21 89+20.40, 5.00' LT AP FG 109.29 TAL-21 89+20.40, 2.00' LT AP FG 109.33 TAL-21 89+24.28, 2.00' RT AP FG 109.33 TAL-21 89+24.28, 5.00' RT AP FG 109.39 TAL-21 89+14.28, 2.00' RT AP FG 109.19 TAL-21 89+14.28, 5.00' RT AP FG 109.21 TAL-21 88+94.28, 5.00' LT PT FG 108.85 TAL-21 88+94.31, 5.00' RT PC FG 108.83 R=5.00' L=15.74' ∆=180°24'19" R=5.00' L=15.71' ∆=180°00'00" TAL-21 88+89.28, 0.00' LT FG 108.91 TAL-21 89+12.34, 0.00' LT FG 109.15 TAL-21 89+22.34, 0.00' LT FG 109.34 TAL-21 89+29.28, 0.00' LT FG 109.58 TAL-21 89+10.40, 5.00' LT AP FG 109.10 TAL-21 89+10.40, 2.00' LT AP FG 109.13 -2.0% 1.5% C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 0 . 1 0 . d w g | L a y o u t : 1 C 1 0 . 1 0 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 1 : 1 5 : 1 7 p m B y C W I L C O X XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ P R O P . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - P A R C E L - I N F O . d w g ; X - R D W Y _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - G R A D _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' TALBOT RD S (TAL-21-LINE) RENTON SEGMENT GRADING PLAN TAL-B 86+00 TO TAL-B 91+00 1C10.10 160 A. VILLAR C. WILCOX K. CRAIG 1S1.20 - 1S1.19 - SEE ABOVE FOR MEDIAN DETAIL 1C6.14 - 1C6.14 - 1C6.14 - R-4214160 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 10'20' SCALE: 1" = 10' 0' 6/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 43+00 44+00 45+00 46+00 47+0010 + 0 0 11 + 0 0 322305-9053 322305-9237 322305-9299 322305-9040 292305-9151 C CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT CUT C U T CU T CU T CU T CUT CU T CUT CU T CUT 105TH 10+92.53, 23.60' RT FL 350.30 -3 . 1 % -4 . 1 % BOS 347.53 -5 . 4 % -4 . 0 % -3 . 4 % -5 . 4 % -4 . 2 % -1 . 1 % FL 352.69 TOC 353.15 105TH 10+84.38, 17.54' LT END CURB AND GUTTER MATCH EX5.0% 340 340 3 4 0 3 4 5 345 350 350 355 3 5 5 3 5 5 355 365 360 370 3 6 0 3 5 0 1 2 -4 . 6 % -4.9 % -1 . 5 % -1 . 1 % -1 . 5 % -1.5 %BOS 351.08 CAR 45+87.44, 23.25' RT LP FL 350.82 FL 352.90 TOC 353.40 FL 350.56TOC 351.06 BOS 353.42 BOS 351.12 CAR 43+83.83, 33.20' LT BEGIN CURB AND GUTTER MATCH EX FL 344.90 TOC 345.35 BOS 346.36 FL 345.73 TOC 346.23 BOS 348.87 BOS 350.93 BOS 351.82 TOW 353.32 BOS 352.26 TOW 352.50 BOS 353.11 BOS 352.97 MATCH EX CAR 45+71.03, 33.27' LT END CURB AND GUTTER MATCH EX FL 352.86 TOC 352.95 FL 348.14 FL 349.14 FL 350.35 FL 350.96 FL 351.65 TOC 348.64 TOC 349.64 TOC 350.85 TOC 351.46 TOC 352.15 FL 340.27 FL 343.59 FL 346.83 TOC 347.33TOC 344.09 TOC 340.73 CAR 46+15.67, 22.78' RT BEGIN CURB AND GUTTER MATCH EX FL 352.35 FL 351.09 FL 351.29 TOC 352.81 TOC 351.59 BOS 352.91 MATCH EX TOC 351.79 BOS 353.35 MATCH EX FG 344.63 MATCH EX FG 345.48 MATCH EX FG 347.89 MATCH EX FG 350.04 MATCH EX FG 351.95 MATCH EX FG 352.73 MATCH EX FG 340.62 MATCH EX FG 343.67 MATCH EX FG 344.04 MATCH EX FG 346.57 MATCH EX FG 348.74 MATCH EX FG 350.63 MATCH EX FG 353.56 MATCH EX FG 352.18 MATCH EX FG 353.48 MATCH EX FG 352.89 MATCH EX CAR 43+43.59, 22.49' RT BEGIN CURB AND GUTTER MATCH EX FL 341.07 FL 350.45 TOC 350.95 TOC 341.56 FG 351.66 MATCH EX FG 351.23 MATCH EX -2 . 6 % -2 . 2 % -1 . 5 % -1.8% -1 . 5 % GRADING GENERAL NOTES 1.ALL CURB HEIGHTS TO BE 6" UNLESS OTHERWISE NOTED. 2.SEE ROW, SURVEY CONTROL & ALIGNMENT PLANS FOR ROW INFORMATION. 3.SEE PAVING PLANS FOR EXACT LOCATION OF PROPOSED CIVIL IMPROVEMENTS. 4.GRADING ELEVATIONS PROVIDED AT KEY DESIGN POINTS AND 50 FOOT STATION INTERVALS. 5.SEE LANDSCAPING PLANS FOR PLANTING LAYOUT. 6.SEE STRUCTURAL PLANS FOR LIMIT AND TYPE OF RETAINING WALL. 7.SEE STATION PLANS FOR LIMIT OF STATION AREA AND PEDESTRIAN GUARDRAIL. 8.SEE STATION PLANS FOR GRADING AT STATIONS INCLUDING LOCATION OF FOUNDATIONS FOR SHELTERS AND TECH PYLONS. 9.SEE PAVING PLANS FOR LIMIT OF CONCRETE BUS PAD. 10.SEE DRIVEWAY PLANS FOR DRIVEWAY GRADING AND LIMITS OF DRIVEWAY CONFORMS. 11.SEE CURB RAMP PLANS FOR CURB RAMP GRADING. 12.NEGATIVE SLOPE VALUES ARE SHOWN IN THE DOWNHILL DIRECTION. HMA FULL DEPTH HMA OVERLAY CEMENT CONCRETE CEMENT CONCRETE CROSSWALK LANDSCAPING DETECTABLE WARNING SURFACE RETAINING WALL PEDESTRIAN GUARDRAIL FENCE RIGHT OF WAY (PROPOSED) EXISTING SLOPE PROPOSED SLOPE GRADING LEGEND X.X% X.X% C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 0 . 1 0 . d w g | L a y o u t : 1 C 1 0 . 1 1 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 1 : 1 6 : 4 3 p m B y C W I L C O X XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ P R O P . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - P A R C E L - I N F O . d w g ; X - R D W Y _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - G R A D _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' SE CARR RD 10 5 T H P L S E (CAR-LINE) RENTON SEGMENT GRADING PLAN CAR 43+00 TO CAR 47+50 1C10.11 161 A. VILLAR C. WILCOX K. CRAIG (1 0 5 T H - L I N E ) CURB RETURN SCHEDULE 1 2 RETURN #PC - STA, OFFSET PT - STA, OFFSET RADIUS LENGTH DELTA PC 1/4 1/2 3/4 PT CAR 44+57.02, 22.10' RT 105TH 10+96.92, 23.02' RT 40.00'80.40'115°10'07"346.83 347.97 349.12 349.75 350.45 105TH 10+40.31, 17.32' LT CAR 45+92.21, 22.93' RT 35.00'40.79'66°46'42"351.30 351.04 350.88 380.84 351.09 1S1.24 - 1S1.23 - 1C6.15 - 1C6.15 - 1C6.15 - 1C6.15 - R-4214161 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 11+00 12+00 13+00 14+00 15+00 3 2 2 3 0 5 - 9 2 9 9 322305-9016 C U T C U T CUT CUT CUT CUT CUT 360 360 355 350 -4 . 1 % -4 . 9 % 105TH 11+91.13, 17.96' RT END CURB AND GUTTER MATCH EX FL 352.90 TOC 353.40 FL 350.56 TOC 351.06 BOS 354.51 BOS 353.42 BOS 351.12 FL 353.61 TOC 354.11 FG 353.48 MATCH EX FG 352.89 MATCH EX FG 355.36 MATCH EX BOS 355.49 MATCH EX FL 354.88 TOC 355.36 -1 . 8 % GRADING GENERAL NOTES 1.ALL CURB HEIGHTS TO BE 6" UNLESS OTHERWISE NOTED. 2.SEE ROW, SURVEY CONTROL & ALIGNMENT PLANS FOR ROW INFORMATION. 3.SEE PAVING PLANS FOR EXACT LOCATION OF PROPOSED CIVIL IMPROVEMENTS. 4.GRADING ELEVATIONS PROVIDED AT KEY DESIGN POINTS AND 50 FOOT STATION INTERVALS. 5.SEE LANDSCAPING PLANS FOR PLANTING LAYOUT. 6.SEE STRUCTURAL PLANS FOR LIMIT AND TYPE OF RETAINING WALL. 7.SEE STATION PLANS FOR LIMIT OF STATION AREA AND PEDESTRIAN GUARDRAIL. 8.SEE STATION PLANS FOR GRADING AT STATIONS INCLUDING LOCATION OF FOUNDATIONS FOR SHELTERS AND TECH PYLONS. 9.SEE PAVING PLANS FOR LIMIT OF CONCRETE BUS PAD. 10.SEE DRIVEWAY PLANS FOR DRIVEWAY GRADING AND LIMITS OF DRIVEWAY CONFORMS. 11.SEE CURB RAMP PLANS FOR CURB RAMP GRADING. 12.NEGATIVE SLOPE VALUES ARE SHOWN IN THE DOWNHILL DIRECTION. HMA FULL DEPTH HMA OVERLAY CEMENT CONCRETE CEMENT CONCRETE CROSSWALK LANDSCAPING DETECTABLE WARNING SURFACE RETAINING WALL PEDESTRIAN GUARDRAIL FENCE RIGHT OF WAY (PROPOSED) EXISTING SLOPE PROPOSED SLOPE GRADING LEGEND X.X% X.X% C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 0 . 1 0 . d w g | L a y o u t : 1 C 1 0 . 1 2 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 1 : 1 7 : 3 2 p m B y C W I L C O X XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ P R O P . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - P A R C E L - I N F O . d w g ; X - R D W Y _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - G R A D _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' (105TH-LINE) RENTON SEGMENT GRADING PLAN 105TH 11+00 TO 105TH 15+00 1C10.12 162 A. VILLAR C. WILCOX K. CRAIG 105TH PL SE R-4214162 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 385 23+00 24+00 25+00 26+00 27+00 28+00 322305-9016 322305-9361 322305-9065 322305-9362 FILL FILL FILL FILL FILL FI L L FI L L FILL FILL CUT CUT CUT CUT CUT CUT W W W W W W W W W W W W W W W W W W-5 . 0 % -5 . 7 % 1 2 3 4 -5 . 1 % -3 . 9 % -2.0% -0.1% 385 385 385 390 3 9 0 390 385 385 BOS 384.64 MATCH EX BOS 384.96 105TH 27+15.26, 17.44' RT END CURB AND GUTTER MATCH EX FL 388.08 TOC 388.60 FL 387.47 TOC 387.97FL 384.76 TOC 384.93 FL 383.99 TOC 384.51 105TH 26+01.40, 17.54' RT BEGIN CURB AND GUTTER MATCH EX BOS 383.91 MATCH EX BOS 385.37 BOS 385.87 BOS 385.93 105TH 25+36.12, 18.18' LT BEGIN CURB AND GUTTER MATCH EX FL 383.29 TOC 383.78 FL 383.31 FL 383.39 FL 383.53TOC 383.81 TOC 383.89 TOC 384.03 FL 384.37 TOC 384.87 FL 384.89 TOC 385.33 FL 385.60 TOC 385.87 FL 385.50 TOC 385.64 BOS 387.73 MATCH EX BOS 386.98 BOS 386.40 BOS 386.56 105TH 26+57.71, 39.50' LT BEGIN CURB AND GUTTER MATCH EX 105TH 26+32.74, 43.42' LT END CURB AND GUTTER END CURB HEIGHT TRANSITION MATCH EX 105TH 26+95.00, 18.34' LT END CURB AND GUTTER END CURB HEIGHT TRANSITION MATCH EX FL 387.19 FL 386.60 TOC 387.02 FG 388.72 MATCH EX FG 387.90 MATCH EX FG 384.00 MATCH EX FG 385.81 MATCH EX FG 385.92 MATCH EX FL 385.89 TOC 386.31 FL 386.16 TOC 386.66 FL 385.60 TOC 386.10 FG 385.01 MATCH EX 7 8 5 6 9 10 105TH 26+32.71, 38.42' LT END 4" CURB HEIGHT BEGIN CURB HEIGHT TRANSITION 105TH 26+32.68, 32.67' LT BEGIN 4" CURB HEIGHT FL 385.62 TOC 385.96 FL 385.59 TOC 385.92 0. 2 % FL 386.58 TOC 387.00 105TH 26+72.04, 12.51' LT BEGIN 5" CURB HEIGHT FL 386.57 TOC 386.98 FL 386.81 TOC 387.23 105TH 26+90.01, 18.29' LT END 5" CURB HEIGHT BEGIN CURB HEIGHT TRANSITION FL 387.05 TOC 387.46 TOC 387.68 FL 387.81 TOC 388.31 BOS 388.73 MATCH EX FL 384.37 TOC 384.87 -4 . 1 % -3 . 7 % GRADING GENERAL NOTES 1.ALL CURB HEIGHTS TO BE 6" UNLESS OTHERWISE NOTED. 2.SEE ROW, SURVEY CONTROL & ALIGNMENT PLANS FOR ROW INFORMATION. 3.SEE PAVING PLANS FOR EXACT LOCATION OF PROPOSED CIVIL IMPROVEMENTS. 4.GRADING ELEVATIONS PROVIDED AT KEY DESIGN POINTS AND 50 FOOT STATION INTERVALS. 5.SEE LANDSCAPING PLANS FOR PLANTING LAYOUT. 6.SEE STRUCTURAL PLANS FOR LIMIT AND TYPE OF RETAINING WALL. 7.SEE STATION PLANS FOR LIMIT OF STATION AREA AND PEDESTRIAN GUARDRAIL. 8.SEE STATION PLANS FOR GRADING AT STATIONS INCLUDING LOCATION OF FOUNDATIONS FOR SHELTERS AND TECH PYLONS. 9.SEE PAVING PLANS FOR LIMIT OF CONCRETE BUS PAD. 10.SEE DRIVEWAY PLANS FOR DRIVEWAY GRADING AND LIMITS OF DRIVEWAY CONFORMS. 11.SEE CURB RAMP PLANS FOR CURB RAMP GRADING. 12.NEGATIVE SLOPE VALUES ARE SHOWN IN THE DOWNHILL DIRECTION. HMA FULL DEPTH HMA OVERLAY CEMENT CONCRETE CEMENT CONCRETE CROSSWALK LANDSCAPING DETECTABLE WARNING SURFACE RETAINING WALL PEDESTRIAN GUARDRAIL FENCE RIGHT OF WAY (PROPOSED) EXISTING SLOPE PROPOSED SLOPE GRADING LEGEND X.X% X.X% C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 0 . 1 0 . d w g | L a y o u t : 1 C 1 0 . 1 3 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 1 : 1 8 : 2 1 p m B y C W I L C O X XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ P R O P . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - P A R C E L - I N F O . d w g ; X - R D W Y _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - G R A D _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' SE 180TH ST (105TH-LINE) RENTON SEGMENT GRADING PLAN 105TH 23+00 TO 105TH 28+00 1C10.13 163 A. VILLAR C. WILCOX K. CRAIG CURB RETURN SCHEDULE 1 2 RETURN #PC - STA, OFFSET PT - STA, OFFSET RADIUS LENGTH DELTA PC 1/4 1/2 3/4 PT 105TH 25+39.15, 18.18' LT 105TH 25+47.93, 15.34' LT 15.00'9.38'35°49'46"383.31 383.33 383.35 383.37 383.39 105TH 25+47.93, 15.34' LT 105TH 25+56.71, 12.50' LT 15.00'9.38'35°49'46"383.39 383.42 383.46 383.49 383.53 105TH 26+17.66, 12.50' LT 105TH 26+32.66, 27.50' LT 15.00'23.56'90°00'12"384.89 385.18 385.32 385.40 385.50 105TH 26+57.71, 27.51' LT 105TH 26+72.71, 12.50' LT 15.00'23.57'90°01'56"386.16 386.28 386.35 386.45 386.58 105TH 26+73.64, 12.50' LT 105TH 26+82.55, 15.43' LT 15.00'9.53'36°24'41"386.60 386.66 386.71 386.76 386.81 105TH 26+82.55, 15.43' LT 105TH 26+91.52, 18.36' LT 15.00'9.60'36°41'13"386.81 386.88 386.95 387.02 387.09 105TH 26+01.40, 17.54' RT 105TH 26+11.12, 14.99' RT 20.00'10.16'29°07'05"383.99 384.08 384.18 384.28 384.37 105TH 26+11.12, 14.99' RT 105TH 26+20.89, 12.44' RT 20.00'10.21'29°14'27"384.37 384.47 384.57 384.66 384.76 105TH 26+95.89, 12.44' RT 105TH 27+05.58, 14.94' RT 20.00'10.11'28°57'18"387.47 387.57 387.67 387.75 387.82 105TH 27+05.58, 14.94' RT 105TH 27+15.26, 17.44' RT 20.00'10.11'28°57'18"387.82 387.88 387.95 388.02 388.08 1S1.26 - 1S1.25 - 3 4 1C6.16 - 1C6.16 - 1C6.16 - 5 6 7 8 9 10 R-4214163 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 CU T CUT CUT CU T CU T CU T CUT CUT C U T C U T C U T CUT CUT CUT CUT CUT CUT FILL FI L L CUT CUT CU T 28+00 29+00 30+00 31+00 32+00 33+00 11 + 0 0 322305-9070 322305-9082 911710-0160 322305-9135 322305-9111 O H P O H P O H P O H P C 108TH 29+66.11, 29.48' LT BEGIN CURB AND GUTTER MATCH EX FL 458.75 TOC 459.31 BOS 462.35 BOS 464.31 MATCH EX FL 460.06 TOC 460.56 -2 . 1 % -2 . 1 % FL 461.78 TOC 462.28 -2 . 3 % -2 . 0 % 108TH 30+82.85, 29.57' LT END CURB AND GUTTER MATCH EX FL 462.88 TOC 463.38 -2 . 0 % -2 . 4 % 1C9.04 7 108TH 30+99.85, 29.54' RT BOS 462.48 BOS 466.61 BOS 469.54 1 108TH 30+48.85, 29.54' RT BEGIN CURB AND GUTTER MATCH EX FL 461.71 TOC 462.23 -1 . 9 % -2 . 0 % FL 465.11 TOC 465.61 FL 465.79 TOC 466.29 GRADE BREAK FL 467.96 TOC 468.46 GRADE BREAK -1.5%-0.9% -2.2% 186TH 10+52.29, 13.50' LT END CURB AND GUTTER MATCH EX -2 . 1 % FL 476.79 TOC 476.95 MATCH FL TO EOP BOS 477.54 MATCH EX 108TH 32+39.94, 51.34' RT BEGIN CURB AND GUTTER MATCH EX 108TH 32+64.24, 30.50' RT END CURB AND GUTTER MATCH EX FL 468.71 TOC 469.22 TOC 469.35 FG 459.11 MATCH EX FG 460.34 MATCH EX FG 462.05 MATCH EX FG 463.20 MATCH EX FG 465.37 MATCH EX FG 467.39 MATCH EX FG 476.99 MATCH EX FG 471.60 MATCH EX FG 467.84 MATCH EX FG 468.89 MATCH EX FG 468.58 MATCH EX 4 5 5 4 6 0 465 4 6 0 4 6 0 4 6 0 465 470 470 470 470 465 465 BOS 469.55 MATCH EX BOS 469.41 MATCH EX FG 468.41 FG 477.52 MATCH EX -1 . 5 % -1.5% -1 . 5 % TOC EL 464.18 BOS 473.33 2 3 108TH 31+68.60, 29.42' LT BEGIN CURB AND GUTTER MATCH EX FL 465.66 TOC 466.14 TOC 467.14 TOC 466.82 FG 465.78 MATCH EX FG 466.72 MATCH EX FG 467.12 MATCH EX FG 466.93 MATCH EX BOS 466.89BOS 466.29 MATCH EX BOS 467.22 BOS 467.25 TOC 467.18 FG 466.92 108TH 32+00.94, 50.96' LT BEGIN CURB HEIGHT TRANSITION END 5" CURB HEIGHT FL 466.76 108TH 32+02.87, 55.58' LT END CURB & GUTTER END CURB HEIGHT TRANSITION FL 466.82 FG 459.07 MATCH EX TOW 463.23 MATCH EX BOS 463.62 TOW 463.62 FL 468.86 -2 . 7 % -2 . 3 % -2 . 1 % -1 . 7 % -2.1%-3.6% -1.5% -1.4% FL 476.60 TOC 477.10 108TH 31+98.83, 46.72' LT BEGIN 5" CURB HEIGHT FL 466.72 FG 466.15 MATCH EX FG 468.51 MATCH EX FG 468.47 MATCH EX BOS 467.47BOS 462.58 TOW 463.45 BOS 463.40 TOW 464.17 186TH 10+62.47, 13.50' LT FL 475.85 TOC 476.35 GRADE BREAK BOS 476.49 186TH 10+88.08, 13.50' LT FL 472.68 TOC 473.18 GRADE BREAK 186TH 11+13.83, 13.50' LT FL 469.92 TOC 470.42 GRADE BREAK BOS 470.57 186TH 11+30.68, 13.50' LT FL 468.59 TOC 469.09 GRADE BREAK 108TH 30+91.85, 29.54' RT FL 463.26 GRADE BREAK 108TH 31+07.85, 29.54' RT FL 463.79 GRADE BREAK GRADING GENERAL NOTES 1.ALL CURB HEIGHTS TO BE 6" UNLESS OTHERWISE NOTED. 2.SEE ROW, SURVEY CONTROL & ALIGNMENT PLANS FOR ROW INFORMATION. 3.SEE PAVING PLANS FOR EXACT LOCATION OF PROPOSED CIVIL IMPROVEMENTS. 4.GRADING ELEVATIONS PROVIDED AT KEY DESIGN POINTS AND 50 FOOT STATION INTERVALS. 5.SEE LANDSCAPING PLANS FOR PLANTING LAYOUT. 6.SEE STRUCTURAL PLANS FOR LIMIT AND TYPE OF RETAINING WALL. 7.SEE STATION PLANS FOR LIMIT OF STATION AREA AND PEDESTRIAN GUARDRAIL. 8.SEE STATION PLANS FOR GRADING AT STATIONS INCLUDING LOCATION OF FOUNDATIONS FOR SHELTERS AND TECH PYLONS. 9.SEE PAVING PLANS FOR LIMIT OF CONCRETE BUS PAD. 10.SEE DRIVEWAY PLANS FOR DRIVEWAY GRADING AND LIMITS OF DRIVEWAY CONFORMS. 11.SEE CURB RAMP PLANS FOR CURB RAMP GRADING. 12.NEGATIVE SLOPE VALUES ARE SHOWN IN THE DOWNHILL DIRECTION. HMA FULL DEPTH HMA OVERLAY CEMENT CONCRETE CEMENT CONCRETE CROSSWALK LANDSCAPING DETECTABLE WARNING SURFACE RETAINING WALL PEDESTRIAN GUARDRAIL FENCE RIGHT OF WAY (PROPOSED) EXISTING SLOPE PROPOSED SLOPE GRADING LEGEND X.X% X.X% 31+00 108TH 30+59.34, 4.61' LT AP FG 462.65 MATCH EX 108TH 30+55.36, 5.39' RT PC FG 462.46 MATCH EX 108TH 30+59.36, 5.39' RT AP FG 462.59 MATCH EX 108TH 30+55.34, 4.61' LT PT FG 462.51 MATCH EX R=5.00' L=15.71' ∆=180°00'00" 108TH 30+73.34, 4.64' LT PC FG 463.12 MATCH EX 108TH 30+69.34, 4.63' LT AP FG 462.99 MATCH EX 108TH 30+73.36, 5.36' RT PT FG 463.07 MATCH EX 108TH 30+69.36, 5.37' RT AP FG 462.93 MATCH EX R=5.00' L=15.71' ∆=180°00'00" 108TH 30+59.35, 0.00' LT FG 462.70 108TH 30+69.35, 0.00' LT FG 463.04 -3.4%-1 . 1 % -3.4% -1 . 1 % -2 . 0 % -2 . 0 % C: \ p w _ w o r k d i r \ d e n 0 0 3 \ j e g _ l e e n 3 \ d 0 6 0 1 3 8 9 \ 1 C 1 0 . 2 0 . d w g | L a y o u t : 1 C 1 0 . 1 4 PL O T T E D : F e b 0 3 , 2 0 2 6 - 0 9 : 4 7 : 5 5 a m B y L E E N 3 XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - P V _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R O W _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - R D W Y _ K E N T . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - G R A D _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; X - D R _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; k l c w o r k _ R e n t o n _ D C R - Q C _ 1 0 8 T H - 1 8 6 T H . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE MARCH 2025G. FRANCO 1134237 KC001396 473K. CHANG YUEN ISSUE FOR CONSTRUCTION MARCH 2025 20'40' SCALE: 1" = 20' 0' 108TH AVE SE (SR 515) SE 1 8 6 T H S T SE 1 8 4 T H L N (108TH-LINE) RENTON SEGMENT GRADING PLAN 108TH 28+00 TO 108TH 33+00 1C10.14 164 A. VILLAR C. WILCOX K. CRAIG SE 1 8 6 T H S T CURB RETURN SCHEDULE 1 2 RETURN #PC - STA, OFFSET PT - STA, OFFSET RADIUS LENGTH DELTA PC 1/4 1/2 3/4 PT 108TH 31+71.72, 29.54' RT 108TH 32+01.71, 58.60' RT 30.00'46.19'88°12'31"465.79 466.36 466.84 467.35 467.96 108TH 32+39.94, 51.34' RT 108TH 32+64.24, 30.50' RT 35.00'35.99 58°54'59"468.71 468.74 468.75 468.81 468.86 108TH 31+68.60, 29.42' LT 108TH 32+00.94, 50.96' LT 35.00'41.20'67°26'18"465.65 465.98 466.23 466.54 466.76 10'20' SCALE: 1" = 10' 0' 1S1.27 - 1S1.28 - 3 SEE ABOVE FOR MEDIAN DETAIL 1C6.18 - 1C6.18 - 1C6.18 - 1C6.17 - 1C6.17 - (1 8 6 T H - L I N E ) R-4214164 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 1 DCR #7 - 186TH OB STATION CHANGES NAL AHV 01-30-26 1 1 DEVELOPMENT ENGINEERING msippo 04/17/2026 02/05/26 CUT CUT CUT CUT CU T 52+00 53+00 54+00 55+00 56+00 66 2 3 4 0 - 0 0 9 9 322305-9035 662340-0101 662340-0107 66 2 3 4 0 - 0 1 8 3 66 2 3 4 0 - 0 0 9 9 WA T E R P E R G I S WATER PER GIS FFL 466.26 FL 462.63 TOC 463.13 -2 . 7 % 108TH 52+86.27, 29.50' LT END CURB AND GUTTER MATCH EX -2 . 3 % -2 . 3 % FG 466.60 MATCH EX FG 464.43 MATCH EX FG 462.93 MATCH EX 4 6 5 465 46 0 460 455 455 450 445 455 -2 . 3 % -2 . 5 % 108TH 51+96.27, 29.50' LT BEGIN CURB AND GUTTER MATCH EX TOC 466.78 -2 . 4 % GRADING GENERAL NOTES 1.ALL CURB HEIGHTS TO BE 6" UNLESS OTHERWISE NOTED. 2.SEE ROW, SURVEY CONTROL & ALIGNMENT PLANS FOR ROW INFORMATION. 3.SEE PAVING PLANS FOR EXACT LOCATION OF PROPOSED CIVIL IMPROVEMENTS. 4.GRADING ELEVATIONS PROVIDED AT KEY DESIGN POINTS AND 50 FOOT STATION INTERVALS. 5.SEE LANDSCAPING PLANS FOR PLANTING LAYOUT. 6.SEE STRUCTURAL PLANS FOR LIMIT AND TYPE OF RETAINING WALL. 7.SEE STATION PLANS FOR LIMIT OF STATION AREA AND PEDESTRIAN GUARDRAIL. 8.SEE STATION PLANS FOR GRADING AT STATIONS INCLUDING LOCATION OF FOUNDATIONS FOR SHELTERS AND TECH PYLONS. 9.SEE PAVING PLANS FOR LIMIT OF CONCRETE BUS PAD. 10.SEE DRIVEWAY PLANS FOR DRIVEWAY GRADING AND LIMITS OF DRIVEWAY CONFORMS. 11.SEE CURB RAMP PLANS FOR CURB RAMP GRADING. 12.NEGATIVE SLOPE VALUES ARE SHOWN IN THE DOWNHILL DIRECTION. HMA FULL DEPTH HMA OVERLAY CEMENT CONCRETE CEMENT CONCRETE CROSSWALK LANDSCAPING DETECTABLE WARNING SURFACE RETAINING WALL PEDESTRIAN GUARDRAIL FENCE RIGHT OF WAY (PROPOSED) EXISTING SLOPE PROPOSED SLOPE GRADING LEGEND X.X% X.X% C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 1 0 . 2 0 . d w g | L a y o u t : 1 C 1 0 . 1 5 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 1 : 1 9 : 5 1 p m B y C W I L C O X XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - P V _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R O W _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - R D W Y _ K E N T . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - G R A D _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; X - D R _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' 108TH AVE SE (SR 515) SE 1 9 2 N D S T CI T Y O F R E N T O N (108TH-LINE) CI T Y O F K E N T RENTON SEGMENT GRADING PLAN 108TH 51+00 TO 108TH 56+00 1C10.15 165 A. VILLAR C. WILCOX K. CRAIG SEE VOLUME 2 FOR CITY OF KENT IMPROVEMENTS 1S1.29 - R-4214165 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 18+29 17+0 0 18 + 0 0 10+00 11+00 GRA 11+02.98, 39.50' LT RAMP 1 3 GRA 10+47.31, 41.36' LT DWS 4 GRA 11+05.98, 39.50' LT LP FL 24.92 PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12 PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15 SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16 DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10 CURB RAMP GENERAL NOTES CURB RAMP NOTES 1 2 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS. 3.UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF CURB ARE FLOWLINE ELEVATIONS. 4.NEGATIVE SLOPE INDICATES FLOW IN OPPOSITE DIRECTION OF ARROWS SHOWN ON EXAMPLES. 5.FOR MEDIAN DETAILS, SEE GRADING PLANS. 6.REFER TO SIGNAL PLANS FOR PLACEMENT OF PEDESTRIAN PUSH BUTTONS AND SIGNAL EQUIPMENT. 3 4 CURB RAMP LEGEND HMA (FULL DEPTH AND OVERLAY) CEMENT CONCRETE LANDSCAPING DETECTABLE WARNING SURFACE CEMENT CONCRETE CROSSWALK RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 6 . 0 1 . d w g | L a y o u t : 1 C 6 . 0 1 PL O T T E D : J u n 0 9 , 2 0 2 4 - 1 0 : 2 6 : 2 8 p m B y C W I L C O X XR E F S : X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - T O P O . d w g ; X - A L I G N . d w g ; X - L E G E N D . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - R O W _ P R O P . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - U T _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 10'20' SCALE: 1" = 10' 0' RENTON SEGMENT CURB RAMP PLAN S GRADY WAY & LAKE AVE S 1C6.01 166 A. VILLAR C. WILCOX B. HORN S GRADY WAY LAK E A V E S (LA K - L I N E ) (GRA-LINE) CURB RAMP TABLE SINGLE DIRECTION CURB RAMP EXAMPLE N.T.S. RAMP TYPE RAMP RAMP WIDTH CURB RAMP LENGTH (MIN) LANDING LENGTH (MIN) LOWER LANDING LENGTH POINT A (STA)POINT B (STA)S1%S2%S3%S4%S5%S6%S7%S8%S9%S10% SINGLE DIRECTION A 1 0.00' TO 8.00'8.00'5.00'12.83'GRA 11+02.98 GRA 10+84.34 0.24 0.25 1.50 1.50 6.55 6.67 0.24 0.25 1.18 N/A R-4214166 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 15+00 16+00 GRA 14+98.57, 50.01' LT RAMP 1 1 GRA 15+69.71, 57.20' LT RAMP 21 GRA 15+68.60, 48.12' RT RAMP 31 GRA 14+93.78, 56.19' RT RAMP 4 1 GRA 14+83.02, 41.62' LT LP FL 25.34 GRA 15+53.44, 79.70' RT LP FL 25.93 GRA 15+00.33, 88.48' RT LP FL 25.83 PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12 PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15 SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16 DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10 CURB RAMP GENERAL NOTES CURB RAMP NOTES 1 2 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS. 3.UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF CURB ARE FLOWLINE ELEVATIONS. 4.NEGATIVE SLOPE INDICATES FLOW IN OPPOSITE DIRECTION OF ARROWS SHOWN ON EXAMPLES. 5.FOR MEDIAN DETAILS, SEE GRADING PLANS. 6.REFER TO SIGNAL PLANS FOR PLACEMENT OF PEDESTRIAN PUSH BUTTONS AND SIGNAL EQUIPMENT. 3 4 CURB RAMP LEGEND HMA (FULL DEPTH AND OVERLAY) CEMENT CONCRETE LANDSCAPING DETECTABLE WARNING SURFACE CEMENT CONCRETE CROSSWALK RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 6 . 0 1 . d w g | L a y o u t : 1 C 6 . 0 2 PL O T T E D : J u n 0 9 , 2 0 2 4 - 1 0 : 2 7 : 4 4 p m B y C W I L C O X XR E F S : X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - T O P O . d w g ; X - A L I G N . d w g ; X - L E G E N D . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - R O W _ P R O P . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - U T _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 10'20' SCALE: 1" = 10' 0' RENTON SEGMENT CURB RAMP PLAN S GRADY WAY & SHATTUCK AVE S 1C6.02 167 A. VILLAR C. WILCOX B. HORN S GRADY WAY SH A T T U C K A V E S (GRA-LINE) CURB RAMP TABLE RAMP TYPE RAMP LEFT WING RAMP WIDTH RIGHT WING CURB RAMP LENGTH (MIN) POINT A (STA)POINT B (STA)S1%S2%S3%S4%S5%S6%S7%S8%S9%S10% PARALLEL A 1 8.22'6.16'8.54'8.00'GRA 14+98.57 GRA 15+03.09 -0.20 1.50 1.50 5.82 5.98 -0.24 6.96 7.17 1.50 1.50 PARALLEL A 2 8.02'6.16'10.14'8.00'GRA 15+69.71 GRA 15+73.86 -0.90 1.50 1.50 5.33 5.78 -0.95 6.40 7.11 1.50 1.50 PARALLEL B 3 11.39'6.64'N/A 8.00'GRA 15+68.60 GRA 15+63.71 0.98 1.50 1.50 5.37 N/A 1.51 6.96 N/A 1.50 N/A PARALLEL B 4 N/A 6.64'10.59'8.00'GRA 14+93.78 GRA 14+89.56 -0.40 1.50 1.50 N/A 5.14 -0.53 N/A 6.78 N/A 1.50 PARALLEL CURB RAMP EXAMPLE NTS R-4214167 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12 PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15 SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16 DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10 CURB RAMP GENERAL NOTES CURB RAMP NOTES 1 2 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS. 3.UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF CURB ARE FLOWLINE ELEVATIONS. 4.NEGATIVE SLOPE INDICATES FLOW IN OPPOSITE DIRECTION OF ARROWS SHOWN ON EXAMPLES. 5.FOR MEDIAN DETAILS, SEE GRADING PLANS. 6.REFER TO SIGNAL PLANS FOR PLACEMENT OF PEDESTRIAN PUSH BUTTONS AND SIGNAL EQUIPMENT. 3 4 CURB RAMP LEGEND HMA (FULL DEPTH AND OVERLAY) CEMENT CONCRETE LANDSCAPING DETECTABLE WARNING SURFACE CEMENT CONCRETE CROSSWALK RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED)25+00 26+00 10 + 0 0 10 + 0 0 PB C GRA 25+79.88, 44.37' LT RAMP 41 GRA 25+61.63, 61.27' LT RAMP 31 GRA 24+72.16, 59.62' LT RAMP 2 1 GRA 24+50.24, 43.36' LT RAMP 1 1 GRA 24+68.99, 74.08' LT BOS 28.74 GRA 24+66.80, 68.29' LT BOS 28.28/PT GRA 24+61.06, 59.12' LT BOS 28.75 R=26.5' C: \ p w _ w o r k d i r \ d e n 0 0 3 \ c h 2 m h i l l _ m g 0 5 7 1 3 6 \ d 0 6 0 1 3 8 9 \ 1 C 6 . 0 1 . d w g | L a y o u t : 1 C 6 . 0 3 PL O T T E D : J u n 1 2 , 2 0 2 4 - 0 5 : 1 0 : 5 0 p m B y M G 0 5 7 1 3 6 XR E F S : X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - T O P O . d w g ; X - A L I G N . d w g ; X - L E G E N D . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - R O W _ P R O P . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - U T _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 10'20' SCALE: 1" = 10' 0' RENTON SEGMENT CURB RAMP PLAN S GRADY WAY & TALBOT RD S 1C6.03 168 A. VILLAR C. WILCOX B. HORN S GRADY WAY TA L B O T R D S (GRA-LINE) CURB RAMP TABLE RAMP TYPE RAMP LEFT WING RAMP WIDTH RIGHT WING CURB RAMP LENGTH (MIN) POINT A (STA)POINT B (STA)S1%S2%S3%S4%S5%S6%S7%S8%S9%S10% PARALLEL A 1 9.82'6.61'7.83'8.00'GRA 24+50.24 GRA 24+56.53 0.44 1.50 1.50 5.41 4.81 0.51 6.75 5.96 1.50 1.50 PARALLEL A 2 7.83'6.61'7.66'7.25'GRA 24+72.16 GRA 24+75.01 0.44 1.50 1.50 5.69 6.00 0.67 7.08 7.41 1.50 1.50 PARALLEL A 3 7.08'5.97'8.60'6.00'GRA 25+61.63 GRA 25+64.95 -1.75 1.81 1.51 4.47 6.53 -1.88 4.49 7.21 1.25 1.09 PARALLEL A 4 5.56'5.97'10.23'6.00'GRA 25+80.09 GRA 25+85.50 -1.75 1.71 1.32 5.65 6.22 -1.47 4.94 7.40 0.65 1.39 PARALLEL CURB RAMP EXAMPLE NTS R-4214168 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12 PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15 SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16 DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10 CURB RAMP GENERAL NOTES CURB RAMP NOTES 1 2 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS. 3.UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF CURB ARE FLOWLINE ELEVATIONS. 4.NEGATIVE SLOPE INDICATES FLOW IN OPPOSITE DIRECTION OF ARROWS SHOWN ON EXAMPLES. 5.FOR MEDIAN DETAILS, SEE GRADING PLANS. 6.REFER TO SIGNAL PLANS FOR PLACEMENT OF PEDESTRIAN PUSH BUTTONS AND SIGNAL EQUIPMENT. 3 4 CURB RAMP LEGEND HMA (FULL DEPTH AND OVERLAY) CEMENT CONCRETE LANDSCAPING DETECTABLE WARNING SURFACE CEMENT CONCRETE CROSSWALK RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) 24+00 25+00 26+00 10 + 0 0 10 + 0 0 11 + 0 0 TAL-B 10+72.88, 85.45' RT RAMP 12 TAL-B 10+53.67, 76.29' RT DWS4 TAL-B 10+51.90, 47.53' RT DWS 4 TAL-B 10+38.95, 68.98' RT DWS4 TAL-B 10+40.77, 58.08' LT RAMP 22 TAL-B 10+50.65, 47.98' LT RAMP 32 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 6 . 0 1 . d w g | L a y o u t : 1 C 6 . 0 4 PL O T T E D : J u n 1 0 , 2 0 2 4 - 0 8 : 3 8 : 3 4 a m B y C W I L C O X XR E F S : X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - T O P O . d w g ; X - A L I G N . d w g ; X - L E G E N D . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - R O W _ P R O P . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - U T _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 10'20' SCALE: 1" = 10' 0' RENTON SEGMENT CURB RAMP PLAN S GRADY WAY & TALBOT RD S 1C6.04 169 A. VILLAR C. WILCOX B. HORN S GRADY WAY TA L B O T R D S (GRA-LINE) (T A L - B - L I N E ) CURB RAMP TABLE RAMP TYPE RAMP LEFT WING RAMP WIDTH RIGHT WING CURB RAMP LENGTH (MIN) POINT A (STA)POINT B (STA)S1%S2%S3%S4%S5%S6%S7%S8%S9%S10% PERPENDICULAR B 1 N/A 5.00'N/A 7.52'TAL-B 10+72.88 TAL-B 10+69.71 0.27 7.75 7.70 N/A N/A 0.34 0.30 1.75 1.80 N/A PERPENDICULAR B 2 N/A 5.00'N/A 8.00'TAL-B 10+40.77 TAL-B 10+43.77 1.32 7.54 7.61 N/A N/A 1.20 1.72 1.99 1.34 N/A PERPENDICULAR B 3 N/A 5.00'N/A 8.00'TAL-B 10+50.65 TAL-B 10+54.98 1.30 7.89 7.69 N/A N/A 1.72 2.00 1.44 1.15 N/A PERPENDICULAR CURB RAMP EXAMPLE NTS R-4214169 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12 PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15 SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16 DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10 CURB RAMP GENERAL NOTES CURB RAMP NOTES 1 2 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS. 3.UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF CURB ARE FLOWLINE ELEVATIONS. 4.NEGATIVE SLOPE INDICATES FLOW IN OPPOSITE DIRECTION OF ARROWS SHOWN ON EXAMPLES. 5.FOR MEDIAN DETAILS, SEE GRADING PLANS. 6.REFER TO SIGNAL PLANS FOR PLACEMENT OF PEDESTRIAN PUSH BUTTONS AND SIGNAL EQUIPMENT. 3 4 CURB RAMP LEGEND HMA (FULL DEPTH AND OVERLAY) CEMENT CONCRETE LANDSCAPING DETECTABLE WARNING SURFACE CEMENT CONCRETE CROSSWALK PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL 13+00 14+00 TAL-B 13+55.29, 48.48' LT RAMP 12 TAL-B 14+09.88, 53.30' LT RAMP 22 RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 6 . 0 1 . d w g | L a y o u t : 1 C 6 . 0 5 PL O T T E D : J u n 0 9 , 2 0 2 4 - 1 0 : 3 1 : 4 1 p m B y C W I L C O X XR E F S : X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - T O P O . d w g ; X - A L I G N . d w g ; X - L E G E N D . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - R O W _ P R O P . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - U T _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 10'20' SCALE: 1" = 10' 0' TALBOT RD S RENTON SEGMENT CURB RAMP PLAN TALBOT RD S 1C6.05 170 A. VILLAR C. WILCOX B. HORN (TAL-B-LINE) CURB RAMP TABLE RAMP TYPE RAMP LEFT WING RAMP WIDTH RIGHT WING CURB RAMP LENGTH (MIN) POINT A (STA)POINT B (STA)S1%S2%S3%S4%S5%S6%S7%S8%S9%S10% PERPENDICULAR A 1 6.00'5.00'7.00'7.47'TAL-B 13+55.29 TAL-B 13+58.84 -1.68 7.48 7.31 6.48 8.67 -1.40 -1.40 1.50 1.50 N/A PERPENDICULAR A 2 7.00'5.00'6.00'6.97'TAL-B 14+09.88 TAL-B 14+13.10 1.71 7.33 7.50 8.70 6.45 1.50 1.10 1.49 1.49 N/A R-4214170 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12 PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15 SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16 DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10 CURB RAMP GENERAL NOTES CURB RAMP NOTES 1 2 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS. 3.UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF CURB ARE FLOWLINE ELEVATIONS. 4.NEGATIVE SLOPE INDICATES FLOW IN OPPOSITE DIRECTION OF ARROWS SHOWN ON EXAMPLES. 5.FOR MEDIAN DETAILS, SEE GRADING PLANS. 6.REFER TO SIGNAL PLANS FOR PLACEMENT OF PEDESTRIAN PUSH BUTTONS AND SIGNAL EQUIPMENT. 3 4 CURB RAMP LEGEND HMA (FULL DEPTH AND OVERLAY) CEMENT CONCRETE LANDSCAPING DETECTABLE WARNING SURFACE CEMENT CONCRETE CROSSWALK RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) 15+00 16+00 TAL-B 15+80.72, 51.31' RT RAMP 21 TAL-B 15+84.22, 71.46' RT PT TAL-B 15+78.20, 76.01' RT PC TAL-B 15+71.42, 75.46' RT PT TAL-B 15+68.44, 71.99' RT PC R=5.00' R=3.00' TAL-B 15+28.74, 55.22' RT RAMP 11 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 6 . 0 1 . d w g | L a y o u t : 1 C 6 . 0 6 PL O T T E D : J u n 0 9 , 2 0 2 4 - 1 0 : 3 3 : 3 3 p m B y C W I L C O X XR E F S : X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - T O P O . d w g ; X - A L I G N . d w g ; X - L E G E N D . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - R O W _ P R O P . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - U T _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 10'20' SCALE: 1" = 10' 0' TALBOT RD S RENTON SEGMENT CURB RAMP PLAN TALBOT RD S 1C6.06 171 A. VILLAR C. WILCOX B. HORN (TAL-B-LINE) CURB RAMP TABLE RAMP TYPE RAMP LEFT WING RAMP WIDTH RIGHT WING CURB RAMP LENGTH (MIN) POINT A (STA)POINT B (STA)S1%S2%S3%S4%S5%S6%S7%S8%S9%S10% PARALLEL B 1 N/A 6.06'6.21'6.00'TAL-B 15+28.74 TAL-B 15+23.91 1.10 1.19 1.50 N/A 2.65 1.55 N/A 2.77 N/A 1.18 PARALLEL B 2 7.94'6.77'N/A 8.00'TAL-B 15+80.72 TAL-B 15+75.80 -1.00 1.50 1.50 2.21 N/A -1.32 2.91 N/A 1.50 N/A PARALLEL CURB RAMP EXAMPLE NTS R-4214171 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12 PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15 SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16 DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10 CURB RAMP GENERAL NOTES CURB RAMP NOTES 1 2 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS. 3.UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF CURB ARE FLOWLINE ELEVATIONS. 4.NEGATIVE SLOPE INDICATES FLOW IN OPPOSITE DIRECTION OF ARROWS SHOWN ON EXAMPLES. 5.FOR MEDIAN DETAILS, SEE GRADING PLANS. 6.REFER TO SIGNAL PLANS FOR PLACEMENT OF PEDESTRIAN PUSH BUTTONS AND SIGNAL EQUIPMENT. 3 4 CURB RAMP LEGEND HMA (FULL DEPTH AND OVERLAY) CEMENT CONCRETE LANDSCAPING DETECTABLE WARNING SURFACE CEMENT CONCRETE CROSSWALK RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PL PL PL PL PL PL PL PL PL PL PL PL TAL-B 16+82.93, 48.31' LT RAMP 1 3 TAL-B 16+48.67, 41.00' LT LP FL EL: 32.13 17+00 18+00 TAL-B 17+10.38, 42.50' LT DWS 4 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 6 . 1 0 . d w g | L a y o u t : 1 C 6 . 0 7 PL O T T E D : J u n 0 9 , 2 0 2 4 - 1 0 : 3 7 : 0 8 p m B y C W I L C O X XR E F S : X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - T O P O . d w g ; X - A L I G N . d w g ; X - L E G E N D . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - R O W _ P R O P . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - U T _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S U R F A C E _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 10'20' SCALE: 1" = 10' 0' TALBOT RD S (SR 515) RENTON SEGMENT CURB RAMP PLAN TALBOT RD S 1C6.07 172 A. VILLAR C. WILCOX B. HORN (TAL-B-LINE) CURB RAMP TABLE RAMP TYPE RAMP RAMP WIDTH CURB RAMP LENGTH (MIN) LANDING LENGTH (MIN) LOWER LANDING LENGTH POINT A (STA)POINT B (STA)S1%S2%S3%S4%S5%S6%S7%S8%S9%S10% SINGLE DIRECTION A 1 8.00'7.00'5.00'10.86'TAL-B 16+70.04 TAL-B 16+82.51 0.18 1.10 1.25 1.62 5.00 4.57 0.80 0.80 1.62 N/A SINGLE DIRECTION CURB RAMP EXAMPLE N.T.S. R-4214172 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12 PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15 SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16 DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10 CURB RAMP GENERAL NOTES CURB RAMP NOTES 1 2 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS. 3.UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF CURB ARE FLOWLINE ELEVATIONS. 4.NEGATIVE SLOPE INDICATES FLOW IN OPPOSITE DIRECTION OF ARROWS SHOWN ON EXAMPLES. 5.FOR MEDIAN DETAILS, SEE GRADING PLANS. 6.REFER TO SIGNAL PLANS FOR PLACEMENT OF PEDESTRIAN PUSH BUTTONS AND SIGNAL EQUIPMENT. 3 4 CURB RAMP LEGEND HMA (FULL DEPTH AND OVERLAY) CEMENT CONCRETE LANDSCAPING DETECTABLE WARNING SURFACE CEMENT CONCRETE CROSSWALK RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) TAL-B 22+03.76, 44.64' RT RAMP 1 1 TAL-B 22+46.46, 69.54' RT RAMP 2 1 22+00 23+00 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 6 . 1 0 . d w g | L a y o u t : 1 C 6 . 0 8 PL O T T E D : J u n 0 9 , 2 0 2 4 - 1 0 : 3 8 : 2 3 p m B y C W I L C O X XR E F S : X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - T O P O . d w g ; X - A L I G N . d w g ; X - L E G E N D . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - R O W _ P R O P . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - U T _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S U R F A C E _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 10'20' SCALE: 1" = 10' 0' TALBOT RD S S R E N T O N V I L L A G E P L RENTON SEGMENT CURB RAMP PLAN TALBOT RD S & S RENTON VILLAGE PL 1C6.08 173 A. VILLAR C. WILCOX B. HORN (TAL-B-LINE) CURB RAMP TABLE RAMP TYPE RAMP LEFT WING RAMP WIDTH RIGHT WING CURB RAMP LENGTH (MIN) POINT A (STA)POINT B (STA)S1%S2%S3%S4%S5%S6%S7%S8%S9%S10% PARALLEL A 1 9.19'5.00'6.50'7.50'TAL-B 22+03.76 TAL-B 21+98.76 0.76 1.50 1.50 6.20 6.94 0.76 6.20 6.94 1.50 1.50 PARALLEL A 2 8.85'6.13'7.38'6.00'TAL-B 22+46.46 TAL-B 22+44.18 0.76 1.50 1.50 6.41 6.01 0.91 7.07 7.35 1.50 1.50 PARALLEL CURB RAMP EXAMPLE NTS R-4214173 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12 PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15 SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16 DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10 CURB RAMP GENERAL NOTES CURB RAMP NOTES 1 2 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS. 3.UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF CURB ARE FLOWLINE ELEVATIONS. 4.NEGATIVE SLOPE INDICATES FLOW IN OPPOSITE DIRECTION OF ARROWS SHOWN ON EXAMPLES. 5.FOR MEDIAN DETAILS, SEE GRADING PLANS. 6.REFER TO SIGNAL PLANS FOR PLACEMENT OF PEDESTRIAN PUSH BUTTONS AND SIGNAL EQUIPMENT. 3 4 CURB RAMP LEGEND HMA (FULL DEPTH AND OVERLAY) CEMENT CONCRETE LANDSCAPING DETECTABLE WARNING SURFACE CEMENT CONCRETE CROSSWALK RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) TAL-21 25+56.24, 26.15' LT RAMP 11 TAL-21 25+63.34, 17.94' RT RAMP 22 TAL-21 25+69.78, 13.76' RT HP FL EL: 194.06 25+00 26+00 TAL-21 25+78.66, 21.59' RT BOS 194.16 PT R=9.0' TAL-21 25+70.43, 34.55' RT BOS 192.74 PC C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 6 . 1 0 . d w g | L a y o u t : 1 C 6 . 0 9 PL O T T E D : J u n 1 0 , 2 0 2 4 - 0 8 : 4 8 : 4 8 a m B y C W I L C O X XR E F S : X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - T O P O . d w g ; X - A L I G N . d w g ; X - L E G E N D . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - R O W _ P R O P . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - U T _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S U R F A C E _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 10'20' SCALE: 1" = 10' 0' TALBOT RD S S 2 3 R D S T RENTON SEGMENT CURB RAMP PLAN TALBOT RD S & S 23RD ST 1C6.09 174 A. VILLAR C. WILCOX K. CRAIG (TAL-21-LINE) CURB RAMP TABLE PERPENDICULAR CURB RAMP EXAMPLE NTS PARALLEL CURB RAMP EXAMPLE NTS RAMP TYPE RAMP LEFT WING RAMP WIDTH RIGHT WING CURB RAMP LENGTH (MIN) POINT A (STA)POINT B (STA)S1%S2%S3%S4%S5%S6%S7%S8%S9%S10% PARALLEL A 1 10.33'6.16'7.32'7.00'TAL-21 25+56.24 TAL-21 25+61.49 1.70 1.25 1.49 6.49 2.50 1.72 7.59 2.72 1.01 1.25 PERPENDICULAR A 2 7.41'5.03'5.49'4.92 TAL-21 25+63.34 TAL-21 25+60.65 1.50 0.81 1.02 7.12 1.09 1.30 1.80 -1.00 -1.50 N/A R-4214174 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12 PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15 SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16 DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10 CURB RAMP GENERAL NOTES CURB RAMP NOTES 1 2 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS. 3.UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF CURB ARE FLOWLINE ELEVATIONS. 4.NEGATIVE SLOPE INDICATES FLOW IN OPPOSITE DIRECTION OF ARROWS SHOWN ON EXAMPLES. 5.FOR MEDIAN DETAILS, SEE GRADING PLANS. 6.REFER TO SIGNAL PLANS FOR PLACEMENT OF PEDESTRIAN PUSH BUTTONS AND SIGNAL EQUIPMENT. 3 4 CURB RAMP LEGEND HMA (FULL DEPTH AND OVERLAY) CEMENT CONCRETE LANDSCAPING DETECTABLE WARNING SURFACE CEMENT CONCRETE CROSSWALK RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PL PL PL PL PL PL PL PL PL PL TAL-21 57+36.25, 14.83' RT RAMP 2 1 57+00 58+00 TAL-21 56+48.00, 15.99' RT RAMP 1 1 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 6 . 1 0 . d w g | L a y o u t : 1 C 6 . 1 0 PL O T T E D : J u n 0 9 , 2 0 2 4 - 1 0 : 4 1 : 1 2 p m B y C W I L C O X XR E F S : X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - T O P O . d w g ; X - A L I G N . d w g ; X - L E G E N D . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - R O W _ P R O P . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - U T _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S U R F A C E _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 10'20' SCALE: 1" = 10' 0' TALBOT RD S S 3 2 N D S T RENTON SEGMENT CURB RAMP PLAN TALBOT RD S & S 32ND ST 1C6.10 175 A. VILLAR C. WILCOX K. CRAIG (TAL-21-LINE) CURB RAMP TABLE RAMP TYPE RAMP LEFT WING RAMP WIDTH RIGHT WING WIDTH (MIN) CURB RAMP LENGTH (MIN) POINT A (STA)POINT B (STA)S1%S2%S3%S4%S5%S6%S7%S8%S9%S10% PARALLEL B 1 8.00'5.00'N/A 5.14'TAL-21 56+48.00 TAL-21 56+43.00 0.60 1.66 1.48 7.50 N/A 0.76 7.37 N/A 1.53 N/A PARALLEL B 2 N/A 5.00'6.00'8.00'TAL-21 57+36.25 TAL-21 57+31.25 1.28 1.50 1.50 N/A 7.05 1.28 N/A 7.03 N/A 1.50 PARALLEL CURB RAMP EXAMPLE NTS R-4214175 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12 PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15 SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16 DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10 CURB RAMP GENERAL NOTES CURB RAMP NOTES 1 2 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS. 3.UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF CURB ARE FLOWLINE ELEVATIONS. 4.NEGATIVE SLOPE INDICATES FLOW IN OPPOSITE DIRECTION OF ARROWS SHOWN ON EXAMPLES. 5.FOR MEDIAN DETAILS, SEE GRADING PLANS. 6.REFER TO SIGNAL PLANS FOR PLACEMENT OF PEDESTRIAN PUSH BUTTONS AND SIGNAL EQUIPMENT. 3 4 CURB RAMP LEGEND HMA (FULL DEPTH AND OVERLAY) CEMENT CONCRETE LANDSCAPING DETECTABLE WARNING SURFACE CEMENT CONCRETE CROSSWALK RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL TAL-21 72+54.86, 20.61' LT LP FL 92.07 72+00 73+00 TAL-21 72+95.49, 19.91' LT LP FL 92.35 TAL-21 72+60.06, 25.00' LT RAMP 13 TAL-21 72+94.26, 25.00' LT RAMP 2 3 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 6 . 1 0 . d w g | L a y o u t : 1 C 6 . 1 1 PL O T T E D : J u n 0 9 , 2 0 2 4 - 1 0 : 4 2 : 3 5 p m B y C W I L C O X XR E F S : X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - T O P O . d w g ; X - A L I G N . d w g ; X - L E G E N D . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - R O W _ P R O P . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - U T _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S U R F A C E _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 10'20' SCALE: 1" = 10' 0' TALBOT RD S S 3 7 T H S T RENTON SEGMENT CURB RAMP PLAN TALBOT RD S & S 37TH ST 1C6.11 176 A. VILLAR C. WILCOX K. CRAIG (TAL-21-LINE) CURB RAMP TABLE RAMP TYPE RAMP RAMP WIDTH CURB RAMP LENGTH (MIN) LANDING LENGTH (MIN) LOWER LANDING LENGTH POINT A (STA)POINT B (STA)S1%S2%S3%S4%S5%S6%S7%S8%S9%S10% SINGLE DIRECTION A 1 5.00'7.80'5.00'4.95'TAL-21 72+49.50 TAL-21 72+60.06 0.59 -1.00 1.50 1.50 7.67 7.67 0.59 1.00 1.98 N/A SINGLE DIRECTION A 2 5.00'7.80'4.00'4.00'TAL-21 72+02.70 TAL-21 72+94.26 1.02 -0.51 1.50 1.50 6.86 6.86 1.02 0.50 1.11 N/A SINGLE DIRECTION CURB RAMP EXAMPLE N.T.S. R-4214176 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12 PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15 SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16 DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10 CURB RAMP GENERAL NOTES CURB RAMP NOTES 1 2 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS. 3.UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF CURB ARE FLOWLINE ELEVATIONS. 4.NEGATIVE SLOPE INDICATES FLOW IN OPPOSITE DIRECTION OF ARROWS SHOWN ON EXAMPLES. 5.FOR MEDIAN DETAILS, SEE GRADING PLANS. 6.REFER TO SIGNAL PLANS FOR PLACEMENT OF PEDESTRIAN PUSH BUTTONS AND SIGNAL EQUIPMENT. 3 4 CURB RAMP LEGEND HMA (FULL DEPTH AND OVERLAY) CEMENT CONCRETE LANDSCAPING DETECTABLE WARNING SURFACE CEMENT CONCRETE CROSSWALK RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) S 3 7 T H S T PL PL PL PL P PL PL PL PL PL PL PL PL P PL PL PL PL TAL-21 73+73.00, 19.50' LT RAMP 1 1 TAL-21 73+84.09, 19.52' RT RAMP 2 1 74+00 R=8.0' TAL-21 73+78.48, 27.59' RT BOS 93.10 PC TAL-21 73+84.09, 26.52' RT BOS 93.19 TAL-21 73+95.89, 28.02' RT BOS 94.10 TAL-21 73+78.00, 26.50' LT BOS 93.41 TAL-21 73+73.00, 26.50' LT BOS 93.37 TAL-21 73+67.00, 25.00' LT BOS 93.79 TAL-21 73+82.47, 26.52' RT BOS 93.17 PT C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 6 . 1 0 . d w g | L a y o u t : 1 C 6 . 1 2 PL O T T E D : J u n 0 9 , 2 0 2 4 - 1 0 : 4 4 : 0 7 p m B y C W I L C O X XR E F S : X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - T O P O . d w g ; X - A L I G N . d w g ; X - L E G E N D . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - R O W _ P R O P . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - U T _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S U R F A C E _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 10'20' SCALE: 1" = 10' 0' TALBOT RD S S 3 7 T H S T RENTON SEGMENT CURB RAMP PLAN TALBOT RD S & S 37TH 1C6.12 177 A. VILLAR C. WILCOX K. CRAIG (TAL-21-LINE) CURB RAMP TABLE RAMP TYPE RAMP LEFT WING RAMP WIDTH RIGHT WING CURB RAMP LENGTH (MIN) POINT A (STA)POINT B (STA)S1%S2%S3%S4%S5%S6%S7%S8%S9%S10% PARALLEL B 1 6.00'5.00'0.00'5.00'TAL-21 73+73.00 TAL-21 73+78.00 -0.92 1.50 1.50 7.41 N/A -0.92 6.81 N/A 1.50 N/A PARALLEL B 2 11.80'9.46'N/A 6.50'TAL-21 73+84.09 TAL-21 73+74.98 1.00 1.44 1.50 7.50 N/A 1.53 7.64 N/A 1.48 N/A PARALLEL CURB RAMP EXAMPLE NTS R-4214177 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12 PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15 SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16 DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10 CURB RAMP GENERAL NOTES CURB RAMP NOTES 1 2 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS. 3.UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF CURB ARE FLOWLINE ELEVATIONS. 4.NEGATIVE SLOPE INDICATES FLOW IN OPPOSITE DIRECTION OF ARROWS SHOWN ON EXAMPLES. 5.FOR MEDIAN DETAILS, SEE GRADING PLANS. 6.REFER TO SIGNAL PLANS FOR PLACEMENT OF PEDESTRIAN PUSH BUTTONS AND SIGNAL EQUIPMENT. 3 4 CURB RAMP LEGEND HMA (FULL DEPTH AND OVERLAY) CEMENT CONCRETE LANDSCAPING DETECTABLE WARNING SURFACE CEMENT CONCRETE CROSSWALK RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) TAL-21 75+44.62, 29.75' RT RAMP 11 TAL-21 75+47.93, 35.92' RT LP FL 93.88 75+00 76+00 TAL-21 75+89.77, 32.92' RT RAMP 21 TAL-21 75+87.41, 37.16' RT LP FL 94.00 TAL-21 76+02.75, 29.19' RT BOS 94.91 TAL-21 76+07.77, 28.80' RT BOS 95.29 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 6 . 1 0 . d w g | L a y o u t : 1 C 6 . 1 3 PL O T T E D : J u n 0 9 , 2 0 2 4 - 1 0 : 4 5 : 3 2 p m B y C W I L C O X XR E F S : X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - T O P O . d w g ; X - A L I G N . d w g ; X - L E G E N D . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - R O W _ P R O P . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - U T _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S U R F A C E _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 10'20' SCALE: 1" = 10' 0' TALBOT RD S S 3 8 T H C T RENTON SEGMENT CURB RAMP PLAN TALBOT RD S & S 38TH CT 1C6.13 178 A. VILLAR C. WILCOX K. CRAIG (TAL-21-LINE) CURB RAMP TABLE RAMP TYPE RAMP LEFT WING RAMP WIDTH RIGHT WING CURB RAMP LENGTH (MIN)POINT A (STA)POINT B (STA)S1%S2%S3%S4%S5%S6%S7%S8%S9%S10% PARALLEL A 1 8.96'7.58'8.96'8.00'TAL-21 75+44.62 TAL-21 75+39.28 -1.30 1.60 1.42 4.69 6.77 -1.50 6.58 7.50 1.50 -0.45 PARALLEL A 2 13.96'6.43'7.57'5.00'TAL-21 75+94.07 TAL-21 75+89.77 1.56 1.50 1.70 5.54 2.67 1.50 7.40 3.24 1.52 1.63 PARALLEL CURB RAMP EXAMPLE NTS R-4214178 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12 PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15 SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16 DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10 CURB RAMP GENERAL NOTES CURB RAMP NOTES 1 2 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS. 3.UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF CURB ARE FLOWLINE ELEVATIONS. 4.NEGATIVE SLOPE INDICATES FLOW IN OPPOSITE DIRECTION OF ARROWS SHOWN ON EXAMPLES. 5.FOR MEDIAN DETAILS, SEE GRADING PLANS. 6.REFER TO SIGNAL PLANS FOR PLACEMENT OF PEDESTRIAN PUSH BUTTONS AND SIGNAL EQUIPMENT. 3 4 CURB RAMP LEGEND HMA (FULL DEPTH AND OVERLAY) CEMENT CONCRETE LANDSCAPING DETECTABLE WARNING SURFACE CEMENT CONCRETE CROSSWALK RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL TAL-21 89+12.88, 22.45' LT DWS 4 TAL-21 89+20.40, 5.00' LT DWS 4 TAL-21 89+14.28, 5.00' RT DWS4 TAL-21 89+24.28, 24.71' RT DWS 4 TAL-21 89+10.40, 5.00' LT AP TAL-21 89+10.40, 2.00' LT AP TAL-21 89+14.28, 2.00' RT AP TAL-21 89+20.40, 2.00' LT AP TAL-21 89+24.28, 2.00' RT AP TAL-21 89+24.28, 5.00' RT AP 10' 10' 89+00 TAL-21 89+06.19, 21.99' RT LP FL 108.41 5.0' 5.3' TAL-21 88+86.27, 21.82' LT LP FL 108.44 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 6 . 1 0 . d w g | L a y o u t : 1 C 6 . 1 4 PL O T T E D : J u n 0 9 , 2 0 2 4 - 1 0 : 4 6 : 5 5 p m B y C W I L C O X XR E F S : X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - T O P O . d w g ; X - A L I G N . d w g ; X - L E G E N D . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - R O W _ P R O P . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - U T _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S U R F A C E _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 10'20' SCALE: 1" = 10' 0' TALBOT RD S RENTON SEGMENT CURB RAMP PLAN TALBOT RD S 1C6.14 179 A. VILLAR C. WILCOX K. CRAIG (TAL-21-LINE) R-4214179 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12 PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15 SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16 DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10 CURB RAMP GENERAL NOTES CURB RAMP NOTES 1 2 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS. 3.UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF CURB ARE FLOWLINE ELEVATIONS. 4.NEGATIVE SLOPE INDICATES FLOW IN OPPOSITE DIRECTION OF ARROWS SHOWN ON EXAMPLES. 5.FOR MEDIAN DETAILS, SEE GRADING PLANS. 6.REFER TO SIGNAL PLANS FOR PLACEMENT OF PEDESTRIAN PUSH BUTTONS AND SIGNAL EQUIPMENT. 3 4 CURB RAMP LEGEND HMA (FULL DEPTH AND OVERLAY) CEMENT CONCRETE LANDSCAPING DETECTABLE WARNING SURFACE CEMENT CONCRETE CROSSWALK RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) 105TH 10+68.93, 37.51' RT RAMP 11 105TH 10+49.98, 17.38' LT RAMP 2 1 C PB 45+00 46+00 10 + 0 0 11 + 0 0 CAR 45+46.96, 33.11' LT RAMP 41 CAR 45+87.44, 23.25' RT LP FL EL: 350.83CAR 45+73.90, 27.86' RT RAMP 31 105TH 10+92.53, 23.60' RT FL EL: 350.29 105TH 10+70.82, 51.70' RT BOS 349.36 105TH 10+83.69, 34.20' RT BOS 350.33 R=32.0' C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 6 . 1 0 . d w g | L a y o u t : 1 C 6 . 1 5 PL O T T E D : J u n 0 9 , 2 0 2 4 - 1 0 : 4 8 : 2 6 p m B y C W I L C O X XR E F S : X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - T O P O . d w g ; X - A L I G N . d w g ; X - L E G E N D . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - R O W _ P R O P . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - U T _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S U R F A C E _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 10'20' SCALE: 1" = 10' 0' SE CARR RD 10 5 T H P L S E RENTON SEGMENT CURB RAMP PLAN SE CARR RD & 105TH PL SE 1C6.15 180 A. VILLAR C. WILCOX K. CRAIG (CAR-LINE) CURB RAMP TABLE (1 0 5 T H - L I N E ) RAMP TYPE RAMP LEFT WING RAMP WIDTH RIGHT WING CURB RAMP LENGTH (MIN) POINT A (STA)POINT B (STA)S1%S2%S3%S4%S5%S6%S7%S8%S9%S10% PARALLEL A 1 14.65'6.31'6.38'6.56'105TH 10+68.93 105TH 10+65.32 1.80 0.65 0.89 6.87 2.04 1.80 8.00 1.84 0.04 0.43 PARALLEL A 2 7.00'5.00'12.00'5.50'105TH 10+49.98 105TH 10+54.98 -1.80 1.19 1.19 4.64 7.75 -1.80 4.84 7.95 1.45 1.62 PARALLEL A 3 6.69'6.04'11.59'5.50'CAR 45+73.90 CAR 45+68.90 -0.40 1.57 1.51 6.97 6.75 -0.40 7.97 7.96 1.20 1.19 PARALLEL A 4 6.00'5.00'9.50'7.00'CAR 45+46.96 CAR 45+51.87 -1.90 1.33 1.26 4.95 7.36 -1.80 4.74 7.44 1.17 1.39 PARALLEL CURB RAMP EXAMPLE NTS R-4214180 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12 PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15 SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16 DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10 CURB RAMP GENERAL NOTES CURB RAMP NOTES 1 2 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS. 3.UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF CURB ARE FLOWLINE ELEVATIONS. 4.NEGATIVE SLOPE INDICATES FLOW IN OPPOSITE DIRECTION OF ARROWS SHOWN ON EXAMPLES. 5.FOR MEDIAN DETAILS, SEE GRADING PLANS. 6.REFER TO SIGNAL PLANS FOR PLACEMENT OF PEDESTRIAN PUSH BUTTONS AND SIGNAL EQUIPMENT. 3 4 CURB RAMP LEGEND HMA (FULL DEPTH AND OVERLAY) CEMENT CONCRETE LANDSCAPING DETECTABLE WARNING SURFACE CEMENT CONCRETE CROSSWALK RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL 26+00 27+00 105TH 26+24.76, 14.29' LT RAMP 11 105TH 26+60.82, 18.35' LT RAMP 2 2 105TH 26+28.39, 12.44' RT RAMP 3 2 105TH 26+19.17, 23.67' LT BOS 385.37 PC 105TH 26+26.17, 30.63' LT BOS 385.87 PT R=7.0'105TH 26+63.21, 33.50' LT BOS 386.56 PC R9.5' 105TH 26+72.71, 24.00' LT BOS 386.98 PC FG 385.33 105TH 26+26.18, 32.70' LT BOS 385.98 FG 385.44 FG 384.98 105TH 26+19.71, 23.69' LT BOS 385.35 FG 384.81 FG 384.83105TH 26+16.71, 23.67' LT BOS 385.45 FG 384.91 105TH 26+24.30, 25.90' LT BOS 385.52 CURB RAMP TABLE C: \ p w _ w o r k d i r \ d e n 0 0 3 \ c h 2 m h i l l _ m g 0 5 7 1 3 6 \ d 0 6 0 1 3 8 9 \ 1 C 6 . 1 0 . d w g | L a y o u t : 1 C 6 . 1 6 PL O T T E D : J u n 1 2 , 2 0 2 4 - 0 5 : 3 5 : 3 6 p m B y M G 0 5 7 1 3 6 XR E F S : X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - T O P O . d w g ; X - A L I G N . d w g ; X - L E G E N D . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - R O W _ P R O P . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - U T _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S U R F A C E _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 10'20' SCALE: 1" = 10' 0' SE 180TH ST RENTON SEGMENT CURB RAMP PLAN SE 180TH ST 1C6.16 181 A. VILLAR C. WILCOX K. CRAIG (105TH-LINE) RAMP TYPE RAMP LEFT WING RAMP WIDTH RIGHT WING CURB RAMP LENGTH (MIN) POINT A (STA)POINT B (STA)S1%S2%S3%S4%S5%S6%S7%S8%S9%S10% PARALLEL A 1 8.10'12.62'8.59'5.97'105TH 26+24.76 105TH 26+32.24 -1.50 1.00 1.00 1.10 5.55 -1.06 1.87 8.07 1.00 1.00 PERPENDICULAR A 2 4.83'5.02'7.68'5.32'105TH 26+60.82 105TH 26+64.49 -1.30 7.82 7.92 8.61 7.34 -1.40 -1.33 1.83 1.75 N/A PERPENDICULAR A 3 9.00'5.00'6.01'6.00'105TH 26+28.39 105TH 26+23.39 1.70 7.38 7.63 8.84 5.26 1.40 1.42 1.52 1.49 N/A PARALLEL CURB RAMP EXAMPLE NTS PERPENDICULAR CURB RAMP EXAMPLE NTS R-4214181 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12 PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15 SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16 DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10 CURB RAMP GENERAL NOTES CURB RAMP NOTES 1 2 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS. 3.UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF CURB ARE FLOWLINE ELEVATIONS. 4.NEGATIVE SLOPE INDICATES FLOW IN OPPOSITE DIRECTION OF ARROWS SHOWN ON EXAMPLES. 5.FOR MEDIAN DETAILS, SEE GRADING PLANS. 6.REFER TO SIGNAL PLANS FOR PLACEMENT OF PEDESTRIAN PUSH BUTTONS AND SIGNAL EQUIPMENT. 3 4 CURB RAMP LEGEND HMA (FULL DEPTH AND OVERLAY) CEMENT CONCRETE LANDSCAPING DETECTABLE WARNING SURFACE CEMENT CONCRETE CROSSWALK RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL P PL 31+00 108TH 30+69.34, 4.63' LT DWS 4 108TH 30+59.36, 5.39' RT DWS4 108TH 30+66.85, 29.54' RT RAMP 21 PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL P PL 108TH 30+69.36, 5.37' RT 108TH 30+59.34, 4.61' LT 108TH 30+61.85, 29.55' LT RAMP 11 10.0' C: \ p w _ w o r k d i r \ d e n 0 0 3 \ j e g _ l e e n 3 \ d 0 6 0 1 3 8 9 \ 1 C 6 . 2 0 . d w g | L a y o u t : 1 C 6 . 1 7 PL O T T E D : J a n 2 9 , 2 0 2 6 - 0 1 : 5 0 : 0 1 p m B y L E E N 3 XR E F S : X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - T O P O . d w g ; X - A L I G N . d w g ; X - L E G E N D . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - R O W _ P R O P . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; X - U T _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE MARCH 2025G. FRANCO 1134237 KC001396 473K. CHANG YUEN ISSUE FOR CONSTRUCTION MARCH 2025 10'20' SCALE: 1" = 10' 0' 108TH AVE SE (SR 515) RENTON SEGMENT CURB RAMP PLAN 108TH AVE SE 1C6.17 182 A. VILLAR C. WILCOX K. CRAIG (108TH-LINE) CURB RAMP TABLE RAMP TYPE RAMP LEFT WING RAMP WIDTH RIGHT WING CURB RAMP LENGTH (MIN) POINT A (STA)POINT B (STA)S1%S2%S3%S4%S5%S6%S7%S8%S9%S10% PARALLEL A 1 5.00'5.00'12.00'5.00'108TH 30+61.85 108TH 30+66.85 -3.31 1.33 1.50 6.39 7.40 -3.31 6.55 7.40 1.50 1.50 PARALLEL A 2 13.00'5.00'5.00'5.00'108TH 30+66.85 108TH 30+61.85 3.60 1.50 1.50 7.45 6.40 3.60 7.44 6.37 1.50 1.50 PARALLEL CURB RAMP EXAMPLE NTS R-4214182 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 1 NAL AHV 01-30-26DCR #7 - 186TH OB STATION CHANGES 1 1 recommended action: it appears feasible that very minor warping of curbline/roadway ~1" could be used to create 2% landings throughout. blending 1" over 15' in each direction would be virtually unnoticeable to motorists while maintaining ada grades. Please evaluate other locations within the plans as well where this might occur. DEVELOPMENT ENGINEERING msippo 04/17/2026 02/05/26 PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12 PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15 SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16 DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10 CURB RAMP GENERAL NOTES CURB RAMP NOTES 1 2 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS. 3.UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF CURB ARE FLOWLINE ELEVATIONS. 4.NEGATIVE SLOPE INDICATES FLOW IN OPPOSITE DIRECTION OF ARROWS SHOWN ON EXAMPLES. 5.FOR MEDIAN DETAILS, SEE GRADING PLANS. 6.REFER TO SIGNAL PLANS FOR PLACEMENT OF PEDESTRIAN PUSH BUTTONS AND SIGNAL EQUIPMENT. 3 4 CURB RAMP LEGEND HMA (FULL DEPTH AND OVERLAY) CEMENT CONCRETE LANDSCAPING DETECTABLE WARNING SURFACE CEMENT CONCRETE CROSSWALK RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) 32+00 33+00 108TH 31+94.33, 39.81' RT RAMP 12 108TH 32+52.24, 35.90' RT RAMP 2 1 108TH 31+83.61, 32.79' LT RAMP 3 1 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ j e g _ l e e n 3 \ d 0 6 0 1 3 8 9 \ 1 C 6 . 2 0 . d w g | L a y o u t : 1 C 6 . 1 8 PL O T T E D : J a n 2 9 , 2 0 2 6 - 0 1 : 5 7 : 1 3 p m B y L E E N 3 XR E F S : X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - T O P O . d w g ; X - A L I G N . d w g ; X - L E G E N D . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - R O W _ P R O P . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; X - U T _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE MARCH 2025G. FRANCO 1134237 KC001396 473K. CHANG YUEN ISSUE FOR CONSTRUCTION MARCH 2025 10'20' SCALE: 1" = 10' 0' 108TH AVE SE (SR 515) RENTON SEGMENT CURB RAMP PLAN 108TH AVE SE & SE 186TH ST 1C6.18 183 A. VILLAR C. WILCOX K. CRAIG (108TH-LINE) CURB RAMP TABLE SE 1 8 6 T H S T RAMP TYPE RAMP LEFT WING RAMP WIDTH RIGHT WING CURB RAMP LENGTH (MIN) POINT A (STA)POINT B (STA)S1%S2%S3%S4%S5%S6%S7%S8%S9%S10% PERPENDICULAR A 1 12.08'5.00'5.00'7.48'108TH 31+94.33 108TH 31+90.74 1.50 7.95 7.89 9.33 4.85 1.60 1.60 1.50 1.50 N/A PARALLEL A 2 8.10'6.04'7.61'5.00'108TH 32+52.24 108TH 32.47.62 -0.15 1.16 1.35 6.93 6.16 -0.38 7.92 7.18 1.03 1.32 PARALLEL A 3 7.03'5.94'14.78'5.00'108TH 31+83.61 108TH 31+88.74 -1.60 1.90 1.50 3.43 5.95 -1.50 3.48 7.11 1.51 1.65 SE 1 8 6 T H S T PERPENDICULAR CURB RAMP EXAMPLE NTS PARALLEL CURB RAMP EXAMPLE NTS (1 8 6 T H - L I N E ) R-4214183 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 1 DCR #7 - 186TH OB STATION CHANGES NAL AHV 01-30-26 11 DEVELOPMENT ENGINEERING msippo 04/17/2026 02/05/26 18 + 0 0 DW-R01 10+00.00 GRA 18+07.29 MATCH NEATLY TO EXISTING ASPHALT SURFACE 15 . 0 ' DW-R01 10+80.00 N: 175279.04 E: 1299578.28 DW-R01 10+39.50 DW-R01 10+67.50 DW-R01 10+54.55, 19.94' LT FG 27.68 DW-R01 10+63.05, 19.91' LT PC, FG 27.84 DW-R01 10+63.03, 14.91' LT PT, FG 28.00 DW-R01 10+67.57, 22.89' LT FG 27.888.0' DW-R01 10+63.03, 14.91' RT PC, FG 27.79 DW-R01 10+63.05, 19.91' RT PT, FG 28.23 DW-R01 10+54.55, 19.94' RT FG 27.91 DW-R01 10+67.58, 24.89' RT FG 28.26 7.5' 5.5'6.0'3.5' DW-R01 10+51.03, 14.95' LT FG 27.04 DW-R01 10+51.03, 14.95' RT FG 27.12 10+00 10+80N22° 04' 27"W -1.5% -1.5% -1.5%-5 . 2 % -5 . 2 % DW-R01 10+38.50 -1.5% -1.5% 15 . 0 ' -1.5% -5 . 8 % -5 . 8 % DW-R01 10+59.57, 22.92' LT FG 27.77 DW-R01 10+60.08, 24.92' RT FG 27.95 5.5' 5.0' 6. 0 ' 3. 0 ' 5. 0 ' 6. 0 ' FG 27.32 FG 27.23 FG 26.95 FG 27.03 FG 27.35 FG 27.44 16.6' R=2.50' R=2.50' 1 TYPE C2B 3 4 4 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE MEASURED TO THE FACE OF CURB. 2.NEGATIVE SLOPE VALUES ARE SHOWN IN THE DOWNHILL DIRECTION. 3.REFER TO PAVING PLANS FOR ROADWAY PAVING DETAILS. 4.REFER TO ROW AND ALIGNMENT PLANS FOR ROADWAY ALIGNMENT AND RIGHT-OF-WAY DETAILS. 5.CONTRACTOR TO ROUND DRIVEWAY TIE-IN POINT TO MATCH EXISTING GRADE. 6.ALL ELEVATIONS SHOWN ARE FINISHED GRADE. 7.UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF CURB ARE FLOWLINE ELEVATIONS. CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS NOTED) PER CITY OF RENTON STD PLANS 104, 104.2, 104.4 AND 104.5. CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE (TYPE AS NOTED) PER CITY OF RENTON STD PLANS 104.1. ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG 58H-22 OVER 4-IN CSTC. CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 1 2 3 4 DRIVEWAY GENERAL NOTES DRIVEWAY NOTES 5 HMA CEMENT CONCRETE PAVEMENT LANDSCAPING RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) TEMPORARY CONSTRUCTION EASEMENT FENCE RETAINING WALL DRIVEWAY LEGEND 20 25 30 35 20 25 30 35 10+00 10+20 10+40 10+60 10+80 11+00 27 . 3 27 . 3 6 27 . 4 26 . 9 0 27 . 9 27 . 6 4 PROPOSED GROUND EXISTING GROUND EX PR O P EX 3.10% EX -3.54 % VPI STA 10+39.50 FL 26.73 VP I S T A = 1 0 + 1 7 . 5 0 EL 2 7 . 4 4 6.39% -3.26%1.50% VP I S T A = 1 0 + 4 0 . 0 4 EL 2 6 . 9 0 VP I S T A = 1 0 + 5 1 . 0 0 EL 2 7 . 0 6 VP I S T A = 1 0 + 6 7 . 5 0 EL 2 8 . 1 2 20 + 0 0 DW-R02 10+00.00 GRA 19+76.73 15 . 0 ' MATCH NEATLY TO EXISTING ASPHALT SURFACE DW-R02 10+67.50 DW-R02 10+80.00 N: 175344.77 E: 1299730.58 DW-R02 10+39.50 DW-R02 10+54.55, 19.94' LT FG 28.18 DW-R02 10+63.05, 19.91' LT PC, FG 28.43 DW-R02 10+63.03, 14.91' LT PT, FG 28.25 DW-R02 10+63.03, 14.91' RT PC, FG 28.48 DW-R02 10+63.05, 19.91' RT PT, FG 29.07 DW-R02 10+54.55, 19.94' RT FG 28.71 DW-R02 10+67.60, 27.89' RT FG 29.07 5.5'6.0'3.5' DW-R02 10+51.03, 14.95' LT FG 27.49 R=2.50' DW-R02 10+51.03, 14.95' RT FG 27.58 10+00 10+80N24° 36' 55"W DW-R02 10+38.50 15 . 0 ' -1.5% -5 . 1 % -5 . 1 % -1.5% -1.5% 13.0' -1.5% -5 . 7 % -5 . 7 % -1.5% -1.5% 6. 0 ' 6. 0 ' 16.5' FG 27.80 FG 27.71 FG 27.40 FG 27.49 FG 27.83 FG 27.92 13.0' R=2.50' 4 1 TYPE C2B 3 4 20 25 30 35 20 25 30 35 10+00 10+20 10+40 10+60 10+80 11+00 27 . 7 27 . 7 1 27 . 8 27 . 3 6 28 . 3 28 . 3 0 VP I S T A = 1 0 + 1 7 . 5 0 EL 2 7 . 7 8 PROPOSED GROUND EXISTING GROUND EX PR O P 8.59% -2.66%1.50% VP I S T A = 1 0 + 4 0 . 0 4 EL 2 7 . 3 6 VP I S T A = 1 0 + 5 1 . 0 0 EL 2 7 . 5 3 VP I S T A = 1 0 + 6 7 . 5 0 EL 2 8 . 9 5 EX 9.3 6 % EX -3.68 % VPI STA 10+39.50 FL 27.20 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ c h 2 m h i l l _ m g 0 5 7 1 3 6 \ d 0 6 0 1 3 8 9 \ 1 C 9 . 0 1 . d w g | L a y o u t : 1 C 9 . 0 1 PL O T T E D : J u n 1 2 , 2 0 2 4 - 1 1 : 5 2 : 4 2 a m B y M G 0 5 7 1 3 6 XR E F S : X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - T O P O . d w g ; X - A L I G N . d w g ; X - L E G E N D . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - R O W _ P R O P . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - P A R C E L - I N F O . d w g ; X - U T _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT DRIVEWAY PLAN & PROFILE 1C9.01 184 A. VILLAR C. WILCOX B. HORN S G R A D Y W A Y (G R A - L I N E ) DW-R01-LINE DRIVEWAY DW-R01 PROFILE SINGLE COMMERCIAL DRIVEWAY 10'20' SCALE: 1" = 10' 0' 2'4' SCALE: 1" = 2' 0' HORIZ VERT DRIVEWAY DW-R01 PLAN SINGLE COMMERCIAL DRIVEWAY S G R A D Y W A Y (G R A - L I N E ) DW-R02-LINE DRIVEWAY DW-R02 PLAN SINGLE COMMERCIAL DRIVEWAY DRIVEWAY DW-R02 PROFILE SINGLE COMMERCIAL DRIVEWAY 1 2 CAR PROS RENTON CJDR 700 S GRADY WAY 192305-909617 CAR PROS RENTON CJDR 700 S GRADY WAY 192305-909617 R-4214184 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 DW-R03 10+00.00 GRA 22+39.79 22 . 5 ' MATCH NEATLY TO EXISTING ASPHALT SURFACE 19 2 3 0 5 - 9 0 7 0 DW-R03 10+63.00 DW-R03 10+80.00 N: 175460.03 E: 1299960.84 DW-R03 10+39.50 DW-R03 10+63.07, 22.37' LT FG 29.21 DW-R03 10+63.23, 41.37' RT FG 28.53 5.5'MATCH NEATLY TO EXISTING ASPHALT SURFACE DW-R03 10+54.29, 22.41' RT PC, FG 28.40 DW-R03 10+57.31, 25.33' RT PT, FG 28.56 DW-R03 10+53.06, 22.42' LT FG 28.23 DW-R03 10+53.07, 22.42' RT FG 28.35 R=3.00' 4.5'8.0'5.5' 10+00 10+80N28° 33' 46"W DW-R03 10+38.50 22 . 5 ' -1.5% - 4 . 4 % -1.5% -5 . 2 % -1.5% -1.5% -1.5% -5 . 9 % -5 . 9 % -1.5% DW-R03 10+58.70, 41.42' RT FG 28.47 6. 0 ' 10.0' 6. 0 ' FG 28.10 FG 28.51FG 28.42 FG 28.70 FG 28.58 FG 28.23 5 1 TYPE C2B 3 4 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE MEASURED TO THE FACE OF CURB. 2.NEGATIVE SLOPE VALUES ARE SHOWN IN THE DOWNHILL DIRECTION. 3.REFER TO PAVING PLANS FOR ROADWAY PAVING DETAILS. 4.REFER TO ROW AND ALIGNMENT PLANS FOR ROADWAY ALIGNMENT AND RIGHT-OF-WAY DETAILS. 5.CONTRACTOR TO ROUND DRIVEWAY TIE-IN POINT TO MATCH EXISTING GRADE. 6.ALL ELEVATIONS SHOWN ARE FINISHED GRADE. 7.UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF CURB ARE FLOWLINE ELEVATIONS. CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS NOTED) PER CITY OF RENTON STD PLANS 104, 104.2, 104.4 AND 104.5. CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE (TYPE AS NOTED) PER CITY OF RENTON STD PLANS 104.1. ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG 58H-22 OVER 4-IN CSTC. CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 1 2 3 4 DRIVEWAY GENERAL NOTES DRIVEWAY NOTES 5 HMA CEMENT CONCRETE PAVEMENT LANDSCAPING RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) TEMPORARY CONSTRUCTION EASEMENT FENCE RETAINING WALL DRIVEWAY LEGEND 20 25 30 35 20 25 30 35 10+00 10+20 10+40 10+60 10+80 11+00 28 . 7 28 . 6 8 28 . 7 28 . 0 9 28 . 9 28 . 7 4 EX PR O P PROPOSED GROUND EXISTING GROUND 6.51%-3.98% 1.50% VP I S T A = 1 0 + 4 0 . 0 4 EL 2 8 . 0 9 VP I S T A = 1 0 + 5 3 . 0 0 EL 2 8 . 2 8 VP I S T A = 1 0 + 6 3 . 0 0 EL 2 8 . 9 4 EX 3.34%EX -3.93 % VPI STA 10+39.50 FL 27.92 VP I S T A = 1 0 + 1 7 . 5 0 EL 2 8 . 7 8 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 9 . 0 1 . d w g | L a y o u t : 1 C 9 . 0 2 PL O T T E D : J u n 0 9 , 2 0 2 4 - 0 9 : 5 5 : 2 1 p m B y C W I L C O X XR E F S : X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - T O P O . d w g ; X - A L I G N . d w g ; X - L E G E N D . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - R O W _ P R O P . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - P A R C E L - I N F O . d w g ; X - U T _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT DRIVEWAY PLAN & PROFILE 1C9.02 185 A. VILLAR C. WILCOX B. HORN S G R A D Y W A Y (G R A - L I N E ) 10'20' SCALE: 1" = 10' 0' 2'4' SCALE: 1" = 2' 0' HORIZ VERT DW-R03-LINE DRIVEWAY DW-R03 PLAN SINGLE COMMERCIAL DRIVEWAY DRIVEWAY DW-R03 PROFILE SINGLE COMMERCIAL DRIVEWAY 3 CAR PROS RENTON CJDR 700 S GRADY WAY 192305-909617 SOYAM INVESTMENTS LLC 710 S GRADY WAY 192305-907018 R-4214185 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 17 + 0 0 DW-R04 10+00.00 TAL-B 16+63.64 10 . 5 ' MATCH NEATLY TO EXISTING ASPHALT SURFACE DW-R04 10+60.25 DW-R04 10+80.00 N: 174935.39 E: 1300403.52 DW-R04 10+41.70 8.5' DW-R04 10+50.28, 10.37' RT FG 32.49 DW-R04 10+50.22, 10.48' LT FG 32.36 10.0' 10+0010+80 N87° 28' 54"W DW-R04 10+40.70 DW-R04 10+60.22, 10.60' LT FG 33.18 DW-R04 10+60.28, 10.02' RT FG 33.37 10 . 5 ' -1.5% -6 . 0 % -5 . 9 % -1.5% -1.5% -4 . 7 % -4 . 6 % -1.5% 6. 0 ' 6. 0 ' 10.0' FG 32.85 FG 32.72 FG 32.37 FG 32.24 FG 32.52FG 32.64 1TYPE C2 3 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE MEASURED TO THE FACE OF CURB. 2.NEGATIVE SLOPE VALUES ARE SHOWN IN THE DOWNHILL DIRECTION. 3.REFER TO PAVING PLANS FOR ROADWAY PAVING DETAILS. 4.REFER TO ROW AND ALIGNMENT PLANS FOR ROADWAY ALIGNMENT AND RIGHT-OF-WAY DETAILS. 5.CONTRACTOR TO ROUND DRIVEWAY TIE-IN POINT TO MATCH EXISTING GRADE. 6.ALL ELEVATIONS SHOWN ARE FINISHED GRADE. 7.UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF CURB ARE FLOWLINE ELEVATIONS. CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS NOTED) PER CITY OF RENTON STD PLANS 104, 104.2, 104.4 AND 104.5. CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE (TYPE AS NOTED) PER CITY OF RENTON STD PLANS 104.1. ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG 58H-22 OVER 4-IN CSTC. CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 1 2 3 4 DRIVEWAY GENERAL NOTES DRIVEWAY NOTES 5 HMA CEMENT CONCRETE PAVEMENT LANDSCAPING RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) TEMPORARY CONSTRUCTION EASEMENT FENCE RETAINING WALL DRIVEWAY LEGEND 25 30 35 40 25 30 35 40 10+0010+2010+4010+6010+8011+00 32 . 8 32 . 8 3 33 . 0 32 . 1 7 33 . 3 33 . 3 1 PROPOSED GROUND EXISTING GROUND EX PR O P VPI STA 10+41.70 FL 32.12 EX -1.84% EX 0.65%VP I S T A = 1 0 + 1 8 . 7 0 EL 3 2 . 8 7 -3.30%1.50% 9.1 6 % VP I S T A = 1 0 + 5 0 . 2 0 BO S 3 2 . 4 1 VP I S T A = 1 0 + 6 0 . 2 5 EL 3 3 . 3 3 VP I S T A = 1 0 + 4 2 . 2 4 EL 3 2 . 2 9 18 + 0 0 DW-R05 10+00.00 TAL-B 17+88.9911 . 0 ' DW-R05 10+60.20 DW-R05 10+80.00 N: 174810.38 E: 1300397.70 MATCH NEATLY TO EXISTING ASPHALT SURFACE DW-R05 10+41.70 8.5' DW-R05 10+50.20, 11.00' RT FG 31.88 DW-R05 10+50.20, 11.00' LT FG 31.83 10+0010+80 N87° 20' 10"W 11 . 0 ' DW-R05 10+60.20, 10.77' RT FG 32.30 DW-R05 10+60.20, 11.00' LT FG 32.13 DW-R05 10+40.70 -1.5% -5 . 8 % -5 . 8 % -1.5% -1.5% -5 . 1 % -5 . 2 % -1.5% 6. 0 ' 6. 0 ' 10.0' FG 32.23 FG 32.11 FG 31.76 FG 31.71 FG 32.02FG 32.14 1TYPE C2 3 25 30 35 40 25 30 35 40 10+0010+2010+4010+6010+8011+00 32 . 1 32 . 1 3 32 . 1 31 . 5 9 32 . 3 32 . 2 7 PROPOSED GROUND EXISTING GROUND EX PR O P VP I S T A = 1 0 + 1 8 . 7 0 EL 3 2 . 2 0 VPI STA 10+41.70 FL 31.56 EX -2.52%EX 1.61% 1.50% 4.31% -4.84% -1.07% VP I S T A = 1 0 + 5 0 . 2 0 BO S 3 1 . 8 5 VP I S T A = 1 0 + 6 0 . 2 0 EL 3 2 . 2 8 VP I S T A = 1 0 + 4 2 . 2 4 EL 3 1 . 7 3 VP I S T A = 1 0 + 2 8 . 7 0 EL 3 1 . 7 1 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 9 . 0 1 . d w g | L a y o u t : 1 C 9 . 0 3 PL O T T E D : J u n 0 9 , 2 0 2 4 - 1 0 : 1 6 : 2 9 p m B y C W I L C O X XR E F S : X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - T O P O . d w g ; X - A L I G N . d w g ; X - L E G E N D . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - R O W _ P R O P . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - P A R C E L - I N F O . d w g ; X - U T _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT DRIVEWAY PLAN & PROFILE 1C9.03 186 A. VILLAR C. WILCOX B. HORN TA L B O T R D S (T A L - B - L I N E ) 10'20' SCALE: 1" = 10' 0' 2'4' SCALE: 1" = 2' 0' HORIZ VERT DRIVEWAY DW-R04 PLAN SINGLE COMMERCIAL DRIVEWAY DW-R04-LINE DRIVEWAY DW-R04 PROFILE SINGLE COMMERCIAL DRIVEWAY TA L B O T R D S (T A L - B - L I N E ) DW-R05-LINE DRIVEWAY DW-R05 PROFILE SINGLE COMMERCIAL DRIVEWAY TA L B O T R D S (T A L - B - L I N E ) DRIVEWAY DW-R05 PLAN SINGLE COMMERCIAL DRIVEWAY DW-R05-LINE DRIVEWAY DW-R05 PROFILE SINGLE COMMERCIAL DRIVEWAY 4 5 PUGET SOUND ENERGY/ELEC TALBOT RD S 192305-909421 PUGET SOUND ENERGY/ELEC TALBOT RD S 192305-909421 R-4214186 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE MEASURED TO THE FACE OF CURB. 2.NEGATIVE SLOPE VALUES ARE SHOWN IN THE DOWNHILL DIRECTION. 3.REFER TO PAVING PLANS FOR ROADWAY PAVING DETAILS. 4.REFER TO ROW AND ALIGNMENT PLANS FOR ROADWAY ALIGNMENT AND RIGHT-OF-WAY DETAILS. 5.CONTRACTOR TO ROUND DRIVEWAY TIE-IN POINT TO MATCH EXISTING GRADE. 6.ALL ELEVATIONS SHOWN ARE FINISHED GRADE. 7.UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF CURB ARE FLOWLINE ELEVATIONS. CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS NOTED) PER CITY OF RENTON STD PLANS 104, 104.2, 104.4 AND 104.5. CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE (TYPE AS NOTED) PER CITY OF RENTON STD PLANS 104.1. ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG 58H-22 OVER 4-IN CSTC. CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 1 2 3 4 DRIVEWAY GENERAL NOTES DRIVEWAY NOTES 5 31 + 0 0 32 2 3 0 5 - 9 1 3 5 DW-R07 10+00.00 108TH 30+99.85 DW-R07 10+52.00 DW-R07 10+80.00 N: 162312.03 E: 1302861.02 DW-R07 10+29.54 5.5' 10+0010+80 DW-R07 10+28.54 -1.5% -1.5% -1 . 9 % -2 . 0 % -1.5% -1.5% -7 . 3 % -7 . 3 % 6. 0 ' 8. 0 ' 8. 0 ' 8. 0 ' FG 463.62 FG 463.55 FG 463.43 DW-R07 10+35.04, 8.00' RT FG 463.50 DW-R07 10+52.00, 7.74' RT FG 465.87 MATCH EXISTING DW-R07 10+52.00, 5.39' LT FG 466.07 MATCH EXISTING DW-R07 10+35.04, 8.00' LT FG 464.03 DW-R07 10+40.04, 7.92' RT FG 464.08 DW-R07 10+40.04, 7.23' LT FG 464.61 DW-R07 10+38.54, 16.00' LT FG 464.67 3 2 TYPE R1 MATCH NEATLY TO EXISTING ASPHALT SURFACE FG 463.96 FG 464.54 HMA CEMENT CONCRETE PAVEMENT LANDSCAPING RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) TEMPORARY CONSTRUCTION EASEMENT FENCE RETAINING WALL DRIVEWAY LEGEND 460 465 470 475 460 465 470 475 10+0010+2010+4010+6010+8011+00 46 3 . 7 46 3 . 7 0 46 4 . 5 46 4 . 3 4 46 7 . 1 PROPOSED GROUND EXISTING GROUND 1.50% 11. 5 0 % 13 . 8 3 % -2.54%-1.10% VP I S T A = 1 0 + 3 0 . 0 4 EL 4 6 3 . 6 9 VP I S T A = 1 0 + 3 5 . 0 4 BO S 4 6 3 . 7 7 VP I S T A = 1 0 + 4 0 . 0 4 EL 4 6 4 . 3 4 VP I S T A = 1 0 + 5 2 . 0 0 EL 4 6 6 . 0 0 E X 1 4 . 8 0 % EX -1.66% VP I S T A = 1 0 + 1 7 . 0 4 EL 4 6 3 . 7 7 VPI STA 10+29.54 FL 463.53 VP I S T A = 1 0 + 2 4 . 5 4 EL 4 6 3 . 5 8 EX PR O P 20 + 0 0 19 2 3 0 5 - 9 0 0 1 DW-R06 10+80.00 N: 174592.49 E: 1300387.56 DW-R06 10+58.20 MATCH NEATLY TO EXISTING ASPHALT SURFACE 20 . 0 ' 8.5' DW-R06 10+40.70 DW-R06 10+00.00 TAL-B 20+07.11 DW-R06 10+50.20, 20.00' RT FG 31.56 DW-R06 10+58.20, 20.00' RT MATCH EX DW-R06 10+58.20, 19.45' LT MATCH EX DW-R06 10+50.20, 20.00' LT FG 31.44 10+0010+80 N87° 20' 10"W 20 . 0 ' DW-R06 10+41.70 -5 . 1 % -5 . 2 % 8.0' FG 31.52 FG 31.87 FG 31.99 FG 31.83 FG 31.71 FG 31.39 -6 . 2 % -6 . 4 % -1.5% -0.5% -0.5% -1.5% 1TYPE C2 3 4 4 25 30 35 40 25 30 35 40 10+0010+2010+4010+6010+8011+00 31 . 8 31 . 7 9 31 . 7 31 . 3 2 31 . 5 EX PR O P PROPOSED GROUND EXISTING GROUND VPI STA 10+41.70 FL 31.29 EX -2.02% EX 0.22% VP I S T A = 1 0 + 1 8 . 7 0 EL 3 1 . 8 3 0.59%0.50%-2.83% -1.95% VP I S T A = 1 0 + 5 8 . 2 0 EL 3 1 . 5 4 VP I S T A = 1 0 + 5 0 . 2 0 BO S 3 1 . 5 0 VP I S T A = 1 0 + 4 2 . 2 4 EL 3 1 . 4 6 VP I S T A = 1 0 + 2 8 . 7 0 EL 3 1 . 5 5 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ j e g _ l e e n 3 \ d 0 6 0 1 3 8 9 \ 1 C 9 . 0 1 . d w g | L a y o u t : 1 C 9 . 0 4 PL O T T E D : F e b 0 3 , 2 0 2 6 - 0 9 : 2 8 : 4 1 a m B y L E E N 3 XR E F S : X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - T O P O . d w g ; X - A L I G N . d w g ; X - L E G E N D . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - R O W _ P R O P . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - P A R C E L - I N F O . d w g ; X - U T _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE MARCH 2025G. FRANCO 1134237 KC001396 473K. CHANG YUEN ISSUE FOR CONSTRUCTION MARCH 2025 10 8 T H A V E S E (1 0 8 T H - L I N E ) DW-R07-LINE DRIVEWAY DW-R07 PROFILE SINGLE RESIDENTIAL DRIVEWAY 10'20' SCALE: 1" = 10' 0' DRIVEWAY DW-R07 PLAN SINGLE RESIDENTIAL DRIVEWAY 2'4' SCALE: 1" = 2' 0' HORIZ VERT RENTON SEGMENT DRIVEWAY PLAN & PROFILE 1C9.04 187 A. VILLAR C. WILCOX B. HORN / K. CRAIG TA L B O T R D S (T A L - B - L I N E ) DRIVEWAY DW-R06 PLAN SINGLE COMMERCIAL DRIVEWAY DW-R06-LINE DRIVEWAY DW-R06 PROFILE SINGLE COMMERCIAL DRIVEWAY 6 7 SOYAM INVESTMENTS LLC 710 S GRADY WAY 192305-900151 SEA MAIN AND YILIN CHAN 18429 108TH AVE SE 322305-913547 7. 0 ' 6. 0 ' R-4214187 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 1 DCR #7 - 186TH OB STATION CHANGES NAL AHV 01-30-26 1 DEVELOPMENT ENGINEERING msippo 04/17/2026 02/05/26 SCALE: RAISED BIKE LANE AT STATION DETAIL 1"=5' A - NOTES C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 5 . 0 1 . d w g | L a y o u t : 1 C 5 . 0 1 PL O T T E D : J u n 1 0 , 2 0 2 4 - 0 8 : 5 6 : 5 6 a m B y C W I L C O X XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - L E G E N D . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT CIVIL DETAILS 1C5.01 188 A. VILLAR C. WILCOX J. LIM SCALE: WOOD FENCE DETAIL 1"=5' B FENCE SECTION FENCE ELEVATION R-4214188 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 5 . 0 1 . d w g | L a y o u t : 1 C 5 . 0 2 PL O T T E D : J u n 1 0 , 2 0 2 4 - 0 8 : 5 7 : 1 1 a m B y C W I L C O X XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - L E G E N D . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT FOOTING DETAILS 1C5.02 189 H. D'ACCI H. D'ACCI X. WU #4 @ 1'-6" SPA SCALE: CEMENT CONCRETE THICKENED EDGE SIDEWALK DETAIL NTS A 4" CEMENT CONC. SIDEWALK 2" CSTC GRAVEL BORROW AS REQUIRED EXISTING GROUND 9" MI N EM B E D VA R I E S MA X 2 ' - 6 " 10" #4 @ 1'-0" SPA 5" PEDESTRIAN GUARDRAIL #4 @ 1'-0" SPA CONT. BTWN EJ W/ 2'-0" MIN. LAP SLICE, TYP. 3'-9" 1'-0" TYP 2" CLR 3" CL R 2'-0" (FIELD CUT TO FIT) PEDESTRIAN GUARDRAIL IN SOME LOCATIONS SEE PAVING PLANS FOR LIMITS PROVIDE A MINIMUM 1' WIDE BENCH PRIOR TO ANY GRADING 3/4" CHAMFER TYP. 1H 1V SCALE: CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB DETAIL NTS D 2:1 MAX 2'-0" 6" 1" R, TYP INTEGRAL CURB CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB SIDEWALK WIDTH VARIES 2" CLR 2" CSTC 4" CEMENT CONC. SIDEWALK #4 @ 2 EQ. SPA CONT. B/W EJ W/ 2'-0" MIN LAP SPLICE, TYP NOTE: SEE SHEET 1S5.01 FOR PEDESTRIAN GUARDRAIL DETAILS 9" MIN 1'-4" MAX 3" MI N IF CURB IS NOT CONSTRUCTED MONOLITHICALLY, CONSTRUCT FTG W/ REINF BARS FOR CURB IN PLACE, ROUGHEN FTG SURFACE & CLEAN AND COAT W/ CONC EPOXY PRIOR TO PLACING CURB, DOWELLING CURB TO FTG SHALL NOT BE ACCEPTABLE UNDISTURBED SOIL SCALE: SHELTER OR PYLON FOOTING WITH INTEGRAL CURB DETAIL NTS E 9" M I N . 16 " M A X . 2" CSTC SCALE: SHELTER OR PYLON FOOTING WITH THICKENED EDGE DETAIL NTS B SHELTER OR PYLON FOOTING SEE STATION TYPICAL SECTIONS FOR DETAILS EXISTING GROUND 9" MI N EM B E D VA R I E S MA X 2 ' - 6 " 10" #4 @ 1'-0" SPA 5" PEDESTRIAN GUARDRAIL #4 @ 1'-0" SPA CONT. BTWN EJ W/ 2'-0" MIN. LAP SLICE, TYP. 3'-9" 2" CLR 3" CL R 2'-0" (FIELD CUT TO FIT) PEDESTRIAN GUARDRAIL PROVIDE A MINIMUM 1' WIDE BENCH PRIOR TO ANY GRADING 3/4" CHAMFER TYP. 1H 1V NOTE: SEE SHEET 1S5.01 FOR PEDESTRIAN GUARDRAIL DETAILS SCALE: F50 SHELTER FOOTING WITH THICKENED EDGE DETAIL NTS C F50 SHELTER FOUNDATION SEE KC METRO STANDARD DETAIL D101C FOR DETAILS NOT SHOWN.EXISTING GROUND 9" MI N EM B E D VA R I E S MA X 2 ' - 6 " 10" #4 @ 1'-0" SPA#4 @ 1'-0" SPA CONT. BTWN EJ W/ 2'-0" MIN. LAP SLICE, TYP. 3'-9" 1'-0" TYP 2" CLR 3" CL R 2'-0" (FIELD CUT TO FIT) SHELTER LEG PROVIDE A MINIMUM 1' WIDE BENCH PRIOR TO ANY GRADING 3/4" CHAMFER TYP. 1H 1V NOTE: SEE SHEETS 1R2.03 AND 1R2.04 FOR F50 SHELTER FOOTING DETAILS. SEE DETAIL F FOR SHELTER ANCHORAGE DETAILS. SEE KC METRO STANDARD DETAIL D101C FOR DETAILS NOT SHOWN. 2' - 0 " 1' - 2 " #4 @ 1'-6" SPA 2:1 MAX 2'-0" 6" 1" R, TYP INTEGRAL CURB 2" CLR 3" MI N #4 @ 2 EQ. SPA CONT. B/W EJ W/ 2'-0" MIN LAP SPLICE, TYP B31 FOOTING SEE KC METRO STANDARD DETAIL D103 FOR DETAILS NOT SHOWN. 57217 STATE O F WASHIN GT O N ST R U CTURAL E N GINEER P R O FESSIONAL E N GINEER HA N A M. D'A C C I R-4214189 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 STATION #59830, STATION #60322, STATION #60340 STATION #59830, STATION #60340 STATION #60322 STATION #60359 STATION #60359 SHELTER LEG SCALE: POST INSTALLED ANCHORAGE DETAIL NTS F VA R I E S MA X 2 ' - 6 " 10" 1' - 2 " SHELTER LEG (4) 3/4"Ø 316 SS THREADED ANCHOR RODS W/ 6 3/4" MIN. EMBED AND HILTI HIT-RE 500 EPOXY GROUT. 1 1/2" NON-SHRINK GROUT UNDER SHELTER SHOE BEARING PLATE FOR FULL BEARING LEVELING NUTS AT ALL THREADED ANCHOR RODS 6"8 1/2" AD-READY SUBMITTAL 06/11/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 GENERAL UTILITY NOTES 1.ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2.THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT OF WAY. 3.A PRE-CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 4.CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS, AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHER ON THE CONSTRUCTION SITE. 5.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO CONSTRUCTION. 6.THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS-BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 7.THE CONTRACTOR SHALL PROVIDE TO THE UTILITY PROVIDER ANY GUARANTEE OR WARRANTY NORMALLY FURNISHED WITH THE PURCHASE OF ANY MATERIALS USED IN CONNECTION WITH THE PROJECT. 8.BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES,THROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 9.ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABLIIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON-SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 10.SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKET ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 1.NOT ALL UNDERGROUND UTILITIES ARE NECESSARILY SHOWN ON THE DRAWINGS. CALL 811 "CALL BEFORE YOU DIG" FOR UNDERGROUND UTILITY FIELD LOCATION A MINIMUM OF 48 HOURS PRIOR TO BEGINNING WORK AT EACH SITE. 2.FIBER OPTIC CABLES ARE BURIED WITHIN MOST OF THE SITES OF WORK. EXERCISE EXTREME CARE TO AVOID DAMAGE TO THESE CABLES. REPAIR OR REPLACE THEM, AS DIRECTED BY THE PROJECT REPRESENTATIVE AND TO THE SATISFACTION OF THEIR OWNER(S), IF DAMAGED AS A RESULT OF THE WORK UNDER THIS CONTRACT. 3.ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL APPLICABLE SHORING LAWS FOR TRENCHES. ALL TRENCH SAFETY SYSTEMS SHALL MEET WISHA REQUIREMENTS. TRENCHING THAT MAY AFFECT TREE ROOTS SHALL BE DONE UNDER THE SUPERVISION OF AN ARBORIST APPROVED BY THE AGENCY HAVING JURISDICTION OVER THE SITE WORK. 4.ADJUST TO NEW GRADE ALL MANHOLES, CATCH BASINS, BOXES AND HAND HOLES. ALL UTILITY STRUCTURES (MAINTENANCE HOLES/MANHOLES, CLEANOUTS, JUNCTION BOXES, HAND HOLES, VAULTS, ETC.) LOCATED IN A SIDEWALK, WALKING PATH, OR CROSSWALK SHALL BE FITTED WITH A NON-SLIP OR NON-SKID COVER PER PROJECT SPECIFICATIONS. 5.ALL IMPROVEMENTS SHALL MEET LOCAL, STATE DOT AND A.P.W.A. STANDARD SPECIFICATIONS. 6.THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THIS PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON SURVEY PREPARED BY 1 ALLIANCE. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE PROJECT REPRESENTATIVE PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY, AS SHOWN ON THE PLANS WITHOUT EXCEPTION THEY SHALL HA\/E MADE AT THEIR OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 7.CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES AND EXISTING IMPROVEMENTS WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS ON THE PLANS. 8.CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES' INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE. 9.MINIMUM WATER AND SANITARY SEWER TRENCH WIDTH SHALL BE 2 FEET. 10.POTABLE PIPES (INCLUDING PIPES CONVEYING WATER FOR DOMESTIC PURPOSES) AND NON-POTABLE PIPES (INCLUDING BUT NOT LIMITED TO PIPES CONVEYING SEWAGE AND STORM DRAINAGE) SHALL HAVE A MINIMUM 10-FOOT (10') HORIZONTAL SEPARATION BETWEEN THE OUTSIDE WALLS/LIMITS OF PARALLEL FACILITIES WHERE THE CROWN OF THE NON-POTABLE PIPE IS LESS THAN 18 INCHES LOWER THAN THE INVERT OF THE POTABLE PIPE. AT CROSSINGS, THE INVERT OF THE POTABLE PIPE IS REQUIRED TO BE A MINIMUM OF 18 INCHES ABOVE THE PIPE CROWN OF THE NON-POTABLE PIPE. ALL OTHER UTILITIES SHALL HAVE A MINIMUM FIVE-FOOT (5') HORIZONTAL SEPARATION (PARALLEL), OR WHEN CROSSING 12" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE OR CONDUIT). 11.IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES AND GAS LINES (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATER LINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 18" CLEARANCE, AND SHALL MEET THE REQUIREMENTS OF ANSI A21.10, ANSI 21.11 AND ANSI 21.51 (AWWA C--151) (CLASS 52), WATER LINES SHALL BE INSTALLED ABOVE SANITARY LINES. 12.LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 13.CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF THE LOCAL AUTHORITIES WITH REGARD TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 14.CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 15.GAS, ELECTRICAL AND COMMUNICATIONS UTILITIES SHOWN FOR COORDINATION ONLY. RELOCATION/INSTALLATION TO BE ACCOMPLISHED BY UTILITY PROVIDER. 16.SEE SIGNAL PLANS FOR ADJUSTMENTS, REMOVALS, AND RELOCATIONS OF EXISTING SIGNAL EQUIPMENT INCLUDING CABINETS, JUNCTION BOXES, AND SIGNAL POLES. 17.SEE LIGHTING PLANS FOR ADJUSTMENTS, REMOVALS, AND RELOCATIONS OF EXISTING LIGHTING EQUIPMENT INCLUDING CABINETS, JUNCTION BOXES, AND POLES. 18.SEE INTERCONNECT PLANS FOR ADJUSTMENTS, REMOVALS, AND RELOCATIONS OF EXISTING INTERCONNECT CONDUITS AND STRUCTURES. 1.SEE NOTE 1. UNDER SANITARY SEWER GENERAL NOTES. 2.SEE NOTE 2. UNDER SANITARY SEWER GENERAL NOTES. 3.ALL WATER MAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH-ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSI/AWWA C105/A21.5-93 STANDARDS. 4.CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-87. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI/AWWA C104/ 421/4-90. IF FITTINGS ARE 3 TO 12-INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL BE IN ACCORDANCE WITH EITHER ANSI/AWWA C110-A21.10-87 OR ANSI/AWWA C153/A21.53-94. 3 TO 12-INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED JOINTS, SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10.87 OR A COMBINATION OF ANSI/AWWA C110/A21.10.87 AND ANSI/ AWWA C153/A21.53-94 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE WITH ANSI/AWWAC153/ A21.53-94 AND THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH AWWA C110/A21.10-87. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA SECTION 10-4.3 OF ANSI/AWWA C110/ A21.10-87 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. 5.GATE VALVES SHALL BE IRON BODY, BRONZED-MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND O-RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509). VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M & H. 6.FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE OPENING AGAINST PRESSURE CONFORMING TO AWWA C-502-85 WITH A 6-INCH MECHANICAL JOINT INLET AND A MAIN VALVE OPENING (M.V.O.) OF 5-1/4-INCH, TWO 2-1/2-INCH HOSE NOZZLES WITH NATIONAL STANDARD THREADS 7-1/2 THREADS PER INCH AND ONE 4-INCH PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V. THREADS: OUTSIDE DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1-1/4-INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). 7.THE TWO 2-1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE FITTED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER TEST PRESSURES. 8.THE 4-INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4-INCH SEATTLE THREAD X 5-INCH STORZ. STORZ ADAPTER SHALL BE FORGED AND/OR EXTRUDED 6061-T6 ALUMINUM ALLOY, HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS AND TWO SET SCREWS 180 DEGREES APART. STORZ FACE TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH 1/8 INCH, COATED, STAINLESS STEEL, AIRCRAFT CABLE. 9.FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43- 655 SAFETY YELLOW OR APPROVED EQUAL. 10.PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. 11.FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVISION. 12.ALL WATER MAINS 10-INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATER MAINS 12-INCHES AND LARGER SHALL BE AT A MINIMUM OF 48-INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATER MAINS ARE TO BE LOWERED TO CLEAR. 13.ALL WATER MAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING "PIGS” PRIOR TO DISINFECTION. THE “POLY PIGS” SHALL BE GIRARD INDUSTRIES AQUA SWAB-AS OR APPROVED EQUAL, 2 LB/CU. FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF “PIG” ONLY. "PIGS” SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION. 14.ALL WATER MAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY OF RENTON STANDARD PLANS & SPECIFICATIONS 7-11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD. 15.ALL WATER MAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED/ INJECTED IN ACCORDANCE WITH SECTION 7-11.3(12)E OR 7-11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED ABOVE. 16.A PRE-CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. 17.TWENTY-FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 18.INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. WHERE WATER METER ARE INSTALLED, CONNECT TO WATER MAIN AND CUSTOMER SERVICE LINE AS REQUIRED BY THE UTILITY PROVIDER. 19.ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS, WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC WORKS DEPARTMENT. ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON-SITE PRIOR TO CITY NOTIFICATIONS. 20.INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS-BUILT DRAWINGS. 21.CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW-OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN. 22.ALL JOINT RESTRAINT SYSTEMS ( SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. 23.ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. 24.A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. 25.CLASS 52 DUCTILE IRON MAY BE DIRECT TAPPED FOR 3/4 INCH AND 1-INCH SIZE SERVICES. SADDLES SHALL BE USED ON ALL TAPS 1-1/4" TO 2" DIAMETER IN ANY PUBLIC MAIN. 26.ALL MECHANICAL JOINT FITTINGS AND VALVES SHALL HAVE RESTRAINED RETAINER GLANDS EQUAL TO MEGALUG SERIES 1100 AND WITH CONCRETE BLOCKINGS. 27.VALVES SHALL BE ABANDONED BY REMOVING VALVE BOX LID AND BOX TO A MINIMUM DEPTH OF 2 FEET AND NO DEEPER THAN 12” ABOVE THE CROWN OF THE ABANDONED WATER PIPE.WHERE VALVE BOX HAS BEEN REMOVED, THE VOID SPACE SHALL BE BACKFILLED WITH NATIVE MATERIAL AND PATCHED OR PAVED TO MATCH ADJACENT CONDITIONS AS DIRECTED BY THE ENGINEER. 28.WHERE WATER METERS ARE REMOVED, ABANDON CONNECTING SERVICE LINES AS REQUIRED BY UTILITY PROVIDER. CITY OF RENTON - SANITARY SEWER NOTES CITY OF RENTON - WATER NOTES C: \ p w _ w o r k d i r \ d e n 0 0 3 \ j e g _ z e a a \ d 0 6 0 1 3 8 9 \ 1 U T . 0 1 . d w g | L a y o u t : 1 U T . 0 A PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 1 : 1 4 : 4 6 p m B y Z E A A XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R O W _ P R O P . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R O W _ R E N T O N . d w g ; X - L E G E N D . d w g ; X - I T S _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 31815 P A U L M . TISSEL L R EGIST E R E D P R O F E SSIONA L E N GIN EER STAT E O F WASHIN G T O N AD-READY SUBMITTAL RENTON SEGMENT UTILITY GENERAL NOTES 1UT.0A 190 I. VANBLANKENSTEIN A. ZEA P. TISSELL S-421407 W-421407 WW P - 2 7 - 4 2 1 4 WT R - 2 7 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/13/24 WASTEWATER UTILITY jstowell 08/29/2024 WATER UTILITY JValdez 09/05/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 S-421408 W-421408 1.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE SOOS CREEK WATER & SEWER DISTRICT, ALSO REFERRED HERINAFTER AS "DISTRICT". 2.THE CONTRACTOR SHALL FURNISH THE DISTRICT A COPY OF THE CONSTRUCTION PLANS APPROVED BY THE GOVERNING AGENCY PRIOR TO ANY WATER MAIN CONSTRUCTION. 3.PRIOR TO CONSTRUCTING ANY WATER MAINS, THE APPROPRIATE STREETS AND LOTS SHALL BE CLEARED, GRADED, AND STAKED BY THE CONTRACTOR AND ALL EXISTING UTILITIES SHALL BE LOCATED. 4.FOLLOWING WATER MAIN CONSTRUCTION, ANY REVISION OF ROADWAY OR EASEMENT GRADES REQUIRING THE MAINS TO BE RECONSTRUCTED SHALL BE MADE AT THE CONTRACTOR'S EXPENSE.. 5.RECONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS OF THE DISTRICT. ALL COSTS FOR INSPECTING SUCH RECONSTRUCTION SHALL BE CHARGED TO THE CONTRACTOR IN ADDITION TO THE STANDARD CHARGES, AND SHALL BE PAID BEFORE ACCEPTANCE BY THE DISTRICT. 6.NO WATER SERVICE CONNECTIONS SHALL BE MADE TO THE EXISTING SYSTEM UNTIL COMPLETION OF ALL EASEMENTS. 7.ALL COSTS OF WATER MAIN RE-STAKING SHALL BE PAID BY THE CONTRACTOR. 8.THE CONTRACTOR SHALL NOTIFY THE DISTRICT AT (253) 630-9900 TO SCHEDULE A PRE-CONSTRUCTION MEETING AT THE DISTRICT OFFICE. AFTER THE PRE-CONSTRUCTION MEETING, THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S FIELD REPRESENTATIVE AT LEAST 48 HOURS (REGULAR WORKING DAYS) BEFORE STARTING WORK. 9.THE CONTRACTOR SHALL OBTAIN ALL REQUIRED FINAL INSPECTIONS TO MEET PERMIT REQUIREMENTS. INSPECTIONS MUST BE SCHEDULE AT LEAST 48 HOURS IN ADVANCE. 10.ALL PIPE, FITTINGS, APPURTENANCES, AND MATERIALS REQUIRED FOR WATER MAIN CONSTRUCTION SHALL CONFORM TO SECTION 6.C. OF THE SOOS CREEK WATER AND SEWER DISTRICT - WATER AND SEWER DESIGN AND CONSTRUCTION STANDARDS: https://www.sooscreek.com/uploads/pdf/design-and-construction-standards-water-11-30-2023.pdf. SOOS CREEK WATER & SEWER DISTRICT - WATER NOTES LEGEND W WATER METER WATER MANHOLE WATER LINE SEWER LINE FIRE HYDRANT GATE VALVE GATE VALVE FIRE HYDRANT THRUST BLOCK COORDINATE RELOCATION OR ABANDONMENT WITH OWNER. GAS LINE MONITORING WELL WATER METER SS G POWER LINEP TELECOMMUNICATION LINET W WATER LINE EXISTING PROPOSED SS SEWER LINE POTHOLE LOCATION G GAS LINE REMOVE PIPE ABANDON IN PLACE ELECTRICAL CONDUIT POLYPIG STATION COUPLING C: \ p w _ w o r k d i r \ d e n 0 0 3 \ j e g _ z e a a \ d 0 6 0 1 3 8 9 \ 1 U T . 0 1 . d w g | L a y o u t : 1 U T . 0 B PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 1 : 1 5 : 2 2 p m B y Z E A A XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R O W _ P R O P . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R O W _ R E N T O N . d w g ; X - L E G E N D . d w g ; X - I T S _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 31815 P A U L M . TISSEL L R EGIST E R E D P R O F E SSIONA L E N GIN EER STAT E O F WASHIN G T O N AD-READY SUBMITTAL RENTON SEGMENT UTILITY LEGEND 1UT.0B 191 I. VANBLANKENSTEIN A. ZEA P. TISSELL S-421407 W-421407 WW P - 2 7 - 4 2 1 4 WT R - 2 7 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/13/24 WASTEWATER UTILITY jstowell 08/29/2024 WATER UTILITY JValdez 09/05/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 S-421409 W-421409 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.FOR STORMWATER IMPROVEMENTS SEE DRAINAGE PLANS. 3.WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR RELOCATED, WORK SHALL BE COORDINATED WITH EACH UTILITY. 4.SEE SIGNAL, ELECTRICAL, LIGHTING, AND INTERCONNECT PLANS FOR ADJUSTMENTS, REMOVALS, AND RELOCATIONS OF EXISTING SIGNAL, ELECTRICAL, LIGHTING, AND INTERCONNECT EQUIPMENT INCLUDING CABINETS, JUNCTION BOXES, AND SIGNAL POLES. 5.ALL UTILITY STRUCTURES (MANHOLES, CLEANOUTS, JUNCTION BOXES, HAND HOLES, VAULTS, ETC.) LOCATED IN A SIDEWALK, WALKING PATH, OR CROSSWALK SHALL BE FITTED WITH A NON-SLIP OR NON-SKID COVER PER PROJECT SPECIFICATIONS. 6.NO WORK SHALL BE DONE WITHIN 20 FEET OF PSE 230KV TRANSMISSION LINES. 7.REFER TO TREE PROTECTION PLANS. PROTECT TREES AND VEGETATION WHEN WORKING WITHIN CRITICAL TREE PROTECTION ZONE. GENERAL NOTES LEGEND ADJUST EXISTING MANHOLE TO GRADE RELOCATE UTILITY POLE (BY PSE) RELOCATE VAULT (BY OTHERS) RELOCATE JUNCTION BOX OR SERVICE CABINET (BY OTHERS) RELOCATE HANDHOLE OR JUNCTION BOX (BY PSE) EXISTING UNDERGROUND ELECTRICAL CONDUIT (PSE) EXISTING UNDERGROUND TELECOM CONDUIT EXISTING UNDERGROUND GAS MAIN (PSE) ADJUST GAS VALVE (BY PSE) RELOCATE GAS MAIN (BY PSE) RELOCATE GAS MARKER (BY PSE) RELOCATE UTILITY RISER (BY OTHERS) REMOVE EXISTING PRIVATE UNDERGROUND ELECTRICAL WIRING AND ABANDON CONDUIT (BY OTHERS), SEE LIGHTING PLAN RELOCATE UNDERGROUND TELECOM SERVICE (BY OTHERS) ADJUST EXISTING MANHOLE TO GRADE (BY OTHERS) ADJUST JUNCTION BOX OR PULL VAULT (BY OTHERS) PROTECT EXISTING FEATURE IN PLACE RELOCATE TRANSFORMER (BY PSE) RELOCATE MANHOLE (BY OTHERS) RELOCATE JUNCTION BOX OR PULL VAULT (BY OTHERS) ADJUST JUNCTION BOX OR PULL VAULT TO GRADE REMOVE EXISTING STREET LIGHT UNDERGROUND ELECTRICAL WIRING AND ABANDON CONDUIT, SEE LIGHTING PLAN CONTRACTOR TO VERIFY OWNERSHIP IN THE FIELD AND COORDINATE RELOCATION OR ABANDONMENT WITH OWNER. UTILITY NOTES 24 25 26 27 28 29 40 41 45 48 47 49 50 42 20 44 56 57 58 23 59 60 61 18+29 17+ 0 0 18 + 0 0 10+00 11+00 12+00 13+00 14+00 SDSDSDSDSD C C: \ p w _ w o r k d i r \ d e n 0 0 3 \ j e g _ z e a a \ d 0 6 0 1 3 8 9 \ 1 U T . 0 1 . d w g | L a y o u t : 1 U T . 0 1 PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 1 : 1 9 : 2 2 p m B y Z E A A XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R O W _ P R O P . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R O W _ R E N T O N . d w g ; X - L E G E N D . d w g ; X - I T S _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 31815 P A U L M . TISSEL L R EGIST E R E D P R O F E SSIONA L E N GIN EER STAT E O F WASHIN G T O N AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' RENTON SEGMENT UTILITY PLAN GRA 10+00 TO GRA 14+00 1UT.01 192 I. VANBLANKENSTEIN A. ZEA P. TISSELL S GRADY WAY LAK E A V E S (LA K - L I N E ) (GRA-LINE) 47 EX ROW EX ROW S-421408 W-421408 WW P - 2 7 - 4 2 1 4 WT R - 2 7 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/13/24 WASTEWATER UTILITY jstowell 08/29/2024 WATER UTILITY JValdez 09/05/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 S-421410 W-421410 14+00 15+00 16+00 17+00 18+00 19+00 SD SDSDSD SDSDSDSDSD SD SD SD C P B PB WW \ \ \ \ \ \ \ \ \ \ \ \ T&T \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ G G G APPROX. 84 LF OF 12" DI WATER MAIN APPROX. 93 LF OF 12" DI WATER MAIN APPROX. 393 LF OF 12" DI WATER MAIN WATER AND SANITARY SEWER NOTES 1 17 REMOVE WATER VALVE AND ABANDON MANHOLE PER SPECIFICATIONS. DEFLECT WATER MAIN UNDER EXISTING STORM DRAIN WITH 18" VERTICAL SEPARATION AND 22 LINEAR FEET OF 24" STEEL CASING PER CITY OF RENTON STD PLAN 300.8. MAXIMUM DEFLECTION OF WATER MAIN TO 1 2 MANUFACTURER'S RECOMMENDED MAXIMUM DEFLECTION. SEE LANDSCAPE DRAWINGS AND SPECIFICATIONS FOR IRRIGATION RESTORATION REQUIREMENTS. DRAIN AND ABANDON EXISTING SANITARY SEWER FORCE MAIN IN PLACE. SHORE WATER MAIN TRENCH IN ACCORDANCE WITH PSE REQUIREMENTS FOR PROTECTION OF STEEL POWER POLE. INSTALL NEW 12" DUCTILE IRON WATER MAIN. DEFLECT WATER MAIN AROUND CURVE TO MAXIMUM OF 1 2 MANUFACTURER'S RECOMMENDED MAXIMUM DEFLECTION. SEE PROFILE A ON DWG 1UP.01. CITY OF RENTON TO INSTALL AND CONNECT TO EXISTING WATER MAIN AFTER SUCCESSFUL PRESSURE TEST, POLYPIGGING, AND DISINFECTION PER SECTION 5-14.2 OF THE CITY OF RENTON WATER UTILITY CONSTRUCTION STANDARDS. CONCRETE BLOCKINGS PER CITY OF RENTON STD PLAN 330.1. CONTRACTOR TO PROVIDE ALL MATERIALS, EXCAVATION, SHORING, BACKFILL AND FINAL ROADWAY RESTORATION. INSTALL NEW FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STD PLAN 310.1. CONCRETE BLOCKING PER CITY OF RENTON STD PLAN 330.1. INSTALL POLYPIG STATION PER CITY OF RENTON STD PLAN 300.7. CONCRETE BLOCKING PER CITY OF RENTON STD PLAN 330.1. ABANDON EXISTING WATER MAIN IN PLACE WITH INSTALLATION OF CDF FILL PER CITY OF RENTON STANDARDS. INSTALL MJ CAP ON EACH END. REMOVE EXISTING VALVE BOX PER WATER NOTE 27 ON DWG 1UT.0A REMOVE EXISTING 12" DI WATER MAIN AS NEEDED. OTHERWISE ABANDON PER NOTE 9. REMOVE AND SALVAGE EXISTING FIRE HYDRANT ASSEMBLY. 2 3 6 9 11 12 18 13 25 35 20 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.FOR STORMWATER IMPROVEMENTS SEE DRAINAGE PLANS. 3.WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR RELOCATED, WORK SHALL BE COORDINATED WITH EACH UTILITY. 4.SEE SIGNAL, ELECTRICAL, LIGHTING, AND INTERCONNECT PLANS FOR ADJUSTMENTS, REMOVALS, AND RELOCATIONS OF EXISTING SIGNAL, ELECTRICAL, LIGHTING, AND INTERCONNECT EQUIPMENT INCLUDING CABINETS, JUNCTION BOXES, AND SIGNAL POLES. 5.ALL UTILITY STRUCTURES (MANHOLES, CLEANOUTS, JUNCTION BOXES, HAND HOLES, VAULTS, ETC.) LOCATED IN A SIDEWALK, WALKING PATH, OR CROSSWALK SHALL BE FITTED WITH A NON-SLIP OR NON-SKID COVER PER PROJECT SPECIFICATIONS. 6.NO WORK SHALL BE DONE WITHIN 20 FEET OF PSE 230KV TRANSMISSION LINES. 7.REFER TO TREE PROTECTION PLANS. PROTECT TREES AND VEGETATION WHEN WORKING WITHIN CRITICAL TREE PROTECTION ZONE. GENERAL NOTES LEGEND ADJUST EXISTING MANHOLE TO GRADE RELOCATE UTILITY POLE (BY PSE) RELOCATE VAULT (BY OTHERS) RELOCATE JUNCTION BOX OR SERVICE CABINET (BY OTHERS) RELOCATE HANDHOLE OR JUNCTION BOX (BY PSE) EXISTING UNDERGROUND ELECTRICAL CONDUIT (PSE) EXISTING UNDERGROUND TELECOM CONDUIT EXISTING UNDERGROUND GAS MAIN (PSE) ADJUST GAS VALVE (BY PSE) RELOCATE GAS MAIN (BY PSE) RELOCATE GAS MARKER (BY PSE) RELOCATE UTILITY RISER (BY OTHERS) REMOVE EXISTING PRIVATE UNDERGROUND ELECTRICAL WIRING AND ABANDON CONDUIT (BY OTHERS), SEE LIGHTING PLAN RELOCATE UNDERGROUND TELECOM SERVICE (BY OTHERS) ADJUST EXISTING MANHOLE TO GRADE (BY OTHERS) ADJUST JUNCTION BOX OR PULL VAULT (BY OTHERS) PROTECT EXISTING FEATURE IN PLACE RELOCATE TRANSFORMER (BY PSE) RELOCATE MANHOLE (BY OTHERS) RELOCATE JUNCTION BOX OR PULL VAULT (BY OTHERS) ADJUST JUNCTION BOX OR PULL VAULT TO GRADE REMOVE EXISTING STREET LIGHT UNDERGROUND ELECTRICAL WIRING AND ABANDON CONDUIT, SEE LIGHTING PLAN CONTRACTOR TO VERIFY OWNERSHIP IN THE FIELD AND COORDINATE RELOCATION OR ABANDONMENT WITH OWNER. UTILITY NOTES 24 25 26 27 28 29 40 41 45 48 47 49 50 42 20 44 56 57 58 23 59 60 61 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ j e g _ z e a a \ d 0 6 0 1 3 8 9 \ 1 U T . 0 1 . d w g | L a y o u t : 1 U T . 0 2 PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 1 : 2 4 : 1 1 p m B y Z E A A XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R O W _ P R O P . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R O W _ R E N T O N . d w g ; X - L E G E N D . d w g ; X - I T S _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 31815 P A U L M . TISSEL L R EGIST E R E D P R O F E SSIONA L E N GIN EER STAT E O F WASHIN G T O N AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' RENTON SEGMENT UTILITY PLAN GRA 14+00 TO GRA 19+00 1UT.02 193 I. VANBLANKENSTEIN A. ZEA P. TISSELL S GRADY WAY SH A T T U C K A V E S (GRA-LINE) 47 47 47 28 50 EX ROW 29 50 1-FH (STA. 16+42.02, 51.95' LT) 1-12"x6" TEE, FLx FL (STA. 16+42.05, 22.65' LT) 1-12" GATE VALVE, FLxMJ 1-6" GATE VALVE, FLxMJ 1- 12" FLxMJ ADAPTOR 30 LF 6" DUCTILE IRON PIPE CONC. BLKG SEE PROFILE C ON DWG 1UP.01 1 17 3 12 1 PROPOSED ROW 11 13 20 47 5028 EX ROW 20 20 28 50 41 318 50 PROPOSED ROW 50 28 22 LF 45 60 45 60 45 50 9 50 20 25 1 1 2 6 3 1-12"x12" CROSS, FLxFL (STA. 15+49.06, 21.81' LT) 4-12" GATE VALVE, FLxMJ 1-12" MJ PLUG CONC. BLKG 9 12 1-FH (STA. 14+64.05, 49.00' LT) 1-12"X6" TEE, MJxFL (STA. 14+64.68, 20.71' LT) 1-6" GATE VALVE, FLxMJ 25 LF 6" DUCTILE IRON PIPE CONC. BLKG SEE PROFILE G ON DWG 1UP.02 12" VERTICAL CROSS, MJxFL (STA . 14+62.76, 20.55' LT) CONNECT TO EXIST 8" W WITH: 1-12"x8" TEE, MJx FL (STA. 15+50.15, 82.31' LT) 1-8" GATE VALVE, FLxMJ (STA. 15+53.26, 82.28' LT) 1-8" 90° BEND, MJxMJ (STA. 15+56.37, 82.32' LT) 1-8" MJ SLEEVE 1-12" MJ PLUG 2-8" DI SPOOLS CONC. BLKGS SEE PROFILE B ON DWG 1UP.01 25 60 LF GAS END CAP 27 50 35 S-421409 W-421409 WW P - 2 7 - 4 2 1 4 WT R - 2 7 - 4 2 1 4 612" VERTICAL CROSS, MJxFL (STA . 15+50.24, 87.31' LT) LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 61 06/13/24 WASTEWATER UTILITY jstowell 08/29/2024 WATER UTILITY JValdez 09/05/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 S-421411 W-421411 19+00 20+00 21+00 22+00 23+00 24+00 SDSDSDSDSDSD SDSDSDSDSD SD UD UD UD UD PA R C E L 1 8 C F F SSSSSSSSSSSSSSSSSS \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ // G G G G G G G G G G G G G G G G G G G G G G G G APPROX. 243 LF OF 112" DR 21 HDPE SANITARY SEWER FORCE MAIN APPROX. 26 LF OF 12" DI WATER MAIN APPROX. 140 LF OF 12" DI WATER MAIN APPROX. 211 LF OF 12" DI WATER MAIN WATER AND SANITARY SEWER NOTES 1 14 15 17 UPON COMPLETION OF NEW WATER SERVICE INSTALLATION, REMOVE EXISTING WATER METER BOX AND ABANDON EXISTING WATER SERVICE LINE. RELOCATE EXISTING FIRE DEPARTMENT CONNECTION. A SEPARATE FIRE SPRINKLER PERMIT IS REQUIRED FROM RENTON REGIONAL FIRE AUTHORITY. INSTALL 8-INCH WATER MAIN CONNECTION AND CONCRETE BLOCKING PER CITY OF RENTON STD PLAN 330.1. INSTALL UNDER PROPOSED DI STORM DRAIN WITH 18" VERTICAL SEPARATION. VERIFY EXISTING AND CONNECT TO EXISTING 8" DI WATER SERVICE WITH 8" MJ SLEEVE. SEE PROFILE I ON DWG 1UP.02. REMOVE WATER VALVE AND ABANDON MANHOLE PER SPECIFICATIONS. DEFLECT WATER MAIN UNDER EXISTING STORM DRAIN WITH 18" VERTICAL SEPARATION AND 22 LINEAR FEET OF 24" STEEL CASING PER CITY OF RENTON STD PLAN 300.8. MAXIMUM DEFLECTION OF WATER MAIN TO 1 2 MANUFACTURER'S RECOMMENDED MAXIMUM DEFLECTION. SEE LANDSCAPE DRAWINGS AND SPECIFICATIONS FOR IRRIGATION RESTORATION REQUIREMENTS. INSTALL NEW 1-1/2" HDPE SDR 21 SANITARY SEWER FORCE MAIN. SEE PROFILE K ON DWG 1UP.02. INSTALL 1-1/2" GATE VALVE WITH HDPE FUSIBLE ENDS AND REDUCER. VERIFY EXISTING AND CONNECT TO EXISTING 1-1/2" PE SDR-PRESSURE RATED TUBE WITH MECHANICAL COMPRESSION COUPLING. DRAIN AND ABANDON EXISTING SANITARY SEWER FORCE MAIN IN PLACE. ADJUST WATER MANHOLE TO FINISHED GRADE. 21 INSTALL NEW 12" DUCTILE IRON WATER MAIN. DEFLECT WATER MAIN AROUND CURVE TO MAXIMUM OF 1 2 MANUFACTURER'S RECOMMENDED MAXIMUM DEFLECTION. SEE PROFILE A ON DWG 1UP.01. INSTALL NEW FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STD PLAN 310.1. CONCRETE BLOCKING PER CITY OF RENTON STD PLAN 330.1. INSTALL 1" WATER SERVICE PER CITY OF RENTON STD PLAN 320.1. TAP LOCATION AT WATER MAIN AS INDICATED. METER BOX LOCATION AS SPECIFIED. CONNECT TO EXISTING PRIVATE WATER SERVICE LINE. INSTALL 1-1/2" WATER SERVICE BEHIND SIDEWALK PER CITY OF RENTON STD PLAN 320.3. TAP LOCATION AT WATER MAIN AS INDICATED. METER BOX LOCATION AS SPECIFIED. CONNECT TO EXISTING PRIVATE WATER SERVICE LINE. ABANDON EXISTING WATER MAIN IN PLACE WITH INSTALLATION OF CDF FILL PER CITY OF RENTON STANDARDS. INSTALL MJ CAP ON EACH END. REMOVE EXISTING VALVE BOX PER GENERAL NOTE 27 ON DWG 1UT.0A REMOVE EXISTING 12" DI WATER MAIN AS NEEDED. OTHERWISE ABANDON PER NOTE 9. REMOVE AND SALVAGE EXISTING FIRE HYDRANT ASSEMBLY. 3 4 5 18 9 22 23 25 26 11 12 20 13 16 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.FOR STORMWATER IMPROVEMENTS SEE DRAINAGE PLANS. 3.WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR RELOCATED, WORK SHALL BE COORDINATED WITH EACH UTILITY. 4.SEE SIGNAL, ELECTRICAL, LIGHTING, AND INTERCONNECT PLANS FOR ADJUSTMENTS, REMOVALS, AND RELOCATIONS OF EXISTING SIGNAL, ELECTRICAL, LIGHTING, AND INTERCONNECT EQUIPMENT INCLUDING CABINETS, JUNCTION BOXES, AND SIGNAL POLES. 5.ALL UTILITY STRUCTURES (MANHOLES, CLEANOUTS, JUNCTION BOXES, HAND HOLES, VAULTS, ETC.) LOCATED IN A SIDEWALK, WALKING PATH, OR CROSSWALK SHALL BE FITTED WITH A NON-SLIP OR NON-SKID COVER PER PROJECT SPECIFICATIONS. 6.NO WORK SHALL BE DONE WITHIN 20 FEET OF PSE 230KV TRANSMISSION LINES. 7.REFER TO TREE PROTECTION PLANS. PROTECT TREES AND VEGETATION WHEN WORKING WITHIN CRITICAL TREE PROTECTION ZONE. GENERAL NOTES LEGEND ADJUST EXISTING MANHOLE TO GRADE RELOCATE UTILITY POLE (BY PSE) RELOCATE VAULT (BY OTHERS) RELOCATE JUNCTION BOX OR SERVICE CABINET (BY OTHERS) RELOCATE HANDHOLE OR JUNCTION BOX (BY PSE) EXISTING UNDERGROUND ELECTRICAL CONDUIT (PSE) EXISTING UNDERGROUND TELECOM CONDUIT EXISTING UNDERGROUND GAS MAIN (PSE) ADJUST GAS VALVE (BY PSE) RELOCATE GAS MAIN (BY PSE) RELOCATE GAS MARKER (BY PSE) RELOCATE UTILITY RISER (BY OTHERS) REMOVE EXISTING PRIVATE UNDERGROUND ELECTRICAL WIRING AND ABANDON CONDUIT (BY OTHERS), SEE LIGHTING PLAN RELOCATE UNDERGROUND TELECOM SERVICE (BY OTHERS) ADJUST EXISTING MANHOLE TO GRADE (BY OTHERS) ADJUST JUNCTION BOX OR PULL VAULT (BY OTHERS) PROTECT EXISTING FEATURE IN PLACE RELOCATE TRANSFORMER (BY PSE) RELOCATE MANHOLE (BY OTHERS) RELOCATE JUNCTION BOX OR PULL VAULT (BY OTHERS) ADJUST JUNCTION BOX OR PULL VAULT TO GRADE REMOVE EXISTING STREET LIGHT UNDERGROUND ELECTRICAL WIRING AND ABANDON CONDUIT, SEE LIGHTING PLAN CONTRACTOR TO VERIFY OWNERSHIP IN THE FIELD AND COORDINATE RELOCATION OR ABANDONMENT WITH OWNER. UTILITY NOTES 24 25 26 27 28 29 40 41 45 48 47 49 50 42 20 44 56 57 58 23 59 60 61 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ j e g _ z e a a \ d 0 6 0 1 3 8 9 \ 1 U T . 0 1 . d w g | L a y o u t : 1 U T . 0 3 PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 1 : 2 8 : 3 2 p m B y Z E A A XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R O W _ P R O P . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R O W _ R E N T O N . d w g ; X - L E G E N D . d w g ; X - I T S _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 31815 P A U L M . TISSEL L R EGIST E R E D P R O F E SSIONA L E N GIN EER STAT E O F WASHIN G T O N AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' RENTON SEGMENT UTILITY PLAN GRA 19+00 TO GRA 24+00 1UT.03 194 I. VANBLANKENSTEIN A. ZEA P. TISSELL S GRADY WAY (GRA-LINE) 47 24 13 41 47 11 47 45 EX ROW EX ROW 12 451 1 1-FH (STA. 20+62.89, 42.10' LT) 1-12"X6" TEE, MJxFL (STA. 20+62.87, 24.05' LT) 1-6" GATE VALVE, FLxMJ 18 LF 6" DUCTILE IRON PIPE CONC BLKG SEE PROFILE D ON DWG 1UP.01 3 14 4STA. 19+99.16, 43.82' LT 5STA. 20+01.69, 43.03' LT 15 20 20 13 1-FH (STA. 22+03.95, 41.71' LT) 1-12"X6" TEE, MJxFL (STA. 22+03.91, 23.41' LT) 1-6" GATE VALVE, FLxMJ 18 LF 6" DUCTILE IRON PIPE CONC BLKG SEE PROFILE E ON DWG 1UP.02 3 11 17 20 5 4 20 14 STA. 22+86.51, 44.03' LT STA. 22+90.20, 43.77' LT 161-12"x8" TEE, FLxFL (STA. 20+37.15, 24.03' LT) 2-12" GATE VALVES, FLxMJ 1-8" GATE VALVE,FLxMJ) 2-8" 45° HORZ. BENDS, MJ 1-8" MJ SLEEVE CONC. BLKG 12 9 56 44 23 22 22 PROPOSED ROW 41 PROPOSED ROW 45 47 20 21 20 11 50 PROPOSED ROW 60 45 45 45 45 45 1 18 PROPOSED DRIVEWAY 1-FDC 1-6" MJ SLEEVE 1-6" 90° BEND, MJ 21 LF 6" DIP CONC BLKG 50 41 1-12" GATE VALVE, MJxMJ (STA. 22+90.86, 23.36' LT) 25 25 58 S-421410 W-421410 WW P - 2 7 - 4 2 1 4 WT R - 2 7 - 4 2 1 4 1- 11 2" GATE VALVE (STA. 21+80.06, 53.25' LT) SEE PROFILE K ON DWG 1UP.02 1- 11 2" GATE VALVE (STA. 22+64.41, 53.73' LT) SEE PROFILE K ON DWG 1UP.02 1-11 2" 45° HDPE ELBOW, BUTT FUSION (STA. 21+77.70, 53.24' LT) LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 CONTRACTOR TO VERIFY IN THE FIELD STA. 21+75.54, 54.79' LT 61 06/13/24 WASTEWATER UTILITY jstowell 08/29/2024 WATER UTILITY JValdez 09/05/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 S-421412 W-421412 24 + 0 0 25 + 0 0 26 + 0 0 10+0010+00 11+00 12+00 13+00 14+00 SDSDSDSDSDSDSD S D SD SD S D PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL P C PB PB SS \ \ \\ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \\ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \\ \ \ \ \\ \ \ \ \ \ \ \ \ \\ \ \ G G G G AP P R O X . 8 3 L F O F 1 2 " D I W A T E R M A I N WATER AND SANITARY SEWER NOTES 1 REMOVE WATER VALVE AND ABANDON MANHOLE PER SPECIFICATIONS. SEE LANDSCAPE DRAWINGS AND SPECIFICATIONS FOR IRRIGATION RESTORATION REQUIREMENTS. INSTALL NEW 1-1/2" HDPE SDR 21 SANITARY SEWER FORCE MAIN. SEE PROFILE K ON DWG 1UP.02. REMOVE EXISTING FORCE MAIN CONNECTION AND CONNECT NEW FORCE MAIN TO EXISTING SANITARY SEWER MANHOLE WITH KOR-N-SEAL I 106 SERIES BOOT CONNECTOR PER DETAIL 1 ON DWG 1UP.02. DRAIN AND ABANDON EXISTING SANITARY SEWER FORCE MAIN IN PLACE. ADJUST WATER MANHOLE TO FINISHED GRADE AND REPLACE EXISTING VENTED GRATE WITH SKID RESISTANT SOLID MANHOLE COVER. SEE DETAIL ON DWG 1UD.01. INSTALL NEW FIRE HYDRANT ASSEMBLY AND CONNECT TO EXISTING 6" GATE VALVE PER CITY OF RENTON STD PLAN 310.1. 21 INSTALL NEW 12" DUCTILE IRON WATER MAIN. DEFLECT WATER MAIN AROUND CURVE TO MAXIMUM OF 1 2 MANUFACTURER'S RECOMMENDED MAXIMUM DEFLECTION. SEE PROFILE A ON DWG 1UP.01. INSTALL NEW FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STD PLAN 310.1. CONCRETE BLOCKING PER CITY OF RENTON STD PLAN 330.1. INSTALL POLYPIG STATION PER CITY OF RENTON STD PLAN 300.5. CONCRETE BLOCKING PER CITY OF RENTON STD PLAN 330.1. CITY OF RENTON TO ABANDON WATER MAIN WITH MJ PLUG ON EXISTING 12"X12" TEE. CONCRETE BLOCKING PER CITY OF RENTON STD PLAN 330.1. CONTRACTOR TO PROVIDE ALL MATERIALS, EXCAVATION, SHORING, BACKFILL AND FINAL ROADWAY RESTORATION. ABANDON EXISTING WATER MAIN IN PLACE WITH INSTALLATION OF CDF FILL PER CITY OF RENTON STANDARDS. INSTALL MJ CAP ON EACH END. CONNECT TO CITY OF RENTON WATER MAIN WITH 24"X12" TAPPING TEE AND 12" TAPPING GATE VALVE PER CITY OF RENTON STD PLAN 300.6. CONCRETE BLOCKING PER CITY OF RENTON STD PLAN 330.1. CITY OF RENTON TO INSTALL FINAL CONNECTION AFTER SUCCESSFUL PRESSURE TEST, POLYPIGGING, AND DISINFECTION PER CITY OF RENTON STD PLAN 300.6. CONTRACTOR TO PROVIDE ALL MATERIALS, EXCAVATION, SHORING, BACKFILL AND FINAL ROADWAY RESTORATION. REMOVE EXISTING 12" DI WATER MAIN AS NEEDED. OTHERWISE ABANDON PER NOTE 9. REMOVE AND SALVAGE EXISTING FIRE HYDRANT ASSEMBLY. 3 6 7 9 24 25 26 12 20 13 2710 17 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.FOR STORMWATER IMPROVEMENTS SEE DRAINAGE PLANS. 3.WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR RELOCATED, WORK SHALL BE COORDINATED WITH EACH UTILITY. 4.SEE SIGNAL, ELECTRICAL, LIGHTING, AND INTERCONNECT PLANS FOR ADJUSTMENTS, REMOVALS, AND RELOCATIONS OF EXISTING SIGNAL, ELECTRICAL, LIGHTING, AND INTERCONNECT EQUIPMENT INCLUDING CABINETS, JUNCTION BOXES, AND SIGNAL POLES. 5.ALL UTILITY STRUCTURES (MANHOLES, CLEANOUTS, JUNCTION BOXES, HAND HOLES, VAULTS, ETC.) LOCATED IN A SIDEWALK, WALKING PATH, OR CROSSWALK SHALL BE FITTED WITH A NON-SLIP OR NON-SKID COVER PER PROJECT SPECIFICATIONS. 6.NO WORK SHALL BE DONE WITHIN 20 FEET OF PSE 230KV TRANSMISSION LINES. 7.REFER TO TREE PROTECTION PLANS. PROTECT TREES AND VEGETATION WHEN WORKING WITHIN CRITICAL TREE PROTECTION ZONE. GENERAL NOTES LEGEND ADJUST EXISTING MANHOLE TO GRADE RELOCATE UTILITY POLE (BY PSE) RELOCATE VAULT (BY OTHERS) RELOCATE JUNCTION BOX OR SERVICE CABINET (BY OTHERS) RELOCATE HANDHOLE OR JUNCTION BOX (BY PSE) EXISTING UNDERGROUND ELECTRICAL CONDUIT (PSE) EXISTING UNDERGROUND TELECOM CONDUIT EXISTING UNDERGROUND GAS MAIN (PSE) ADJUST GAS VALVE (BY PSE) RELOCATE GAS MAIN (BY PSE) RELOCATE GAS MARKER (BY PSE) RELOCATE UTILITY RISER (BY OTHERS) REMOVE EXISTING PRIVATE UNDERGROUND ELECTRICAL WIRING AND ABANDON CONDUIT (BY OTHERS), SEE LIGHTING PLAN RELOCATE UNDERGROUND TELECOM SERVICE (BY OTHERS) ADJUST EXISTING MANHOLE TO GRADE (BY OTHERS) ADJUST JUNCTION BOX OR PULL VAULT (BY OTHERS) PROTECT EXISTING FEATURE IN PLACE RELOCATE TRANSFORMER (BY PSE) RELOCATE MANHOLE (BY OTHERS) RELOCATE JUNCTION BOX OR PULL VAULT (BY OTHERS) ADJUST JUNCTION BOX OR PULL VAULT TO GRADE REMOVE EXISTING STREET LIGHT UNDERGROUND ELECTRICAL WIRING AND ABANDON CONDUIT, SEE LIGHTING PLAN CONTRACTOR TO VERIFY OWNERSHIP IN THE FIELD AND COORDINATE RELOCATION OR ABANDONMENT WITH OWNER. UTILITY NOTES 24 25 26 27 28 29 40 41 45 48 47 49 50 42 20 44 56 57 58 23 59 60 61 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ j e g _ z e a a \ d 0 6 0 1 3 8 9 \ 1 U T . 0 1 . d w g | L a y o u t : 1 U T . 0 4 PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 1 : 3 3 : 0 2 p m B y Z E A A XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R O W _ P R O P . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R O W _ R E N T O N . d w g ; X - L E G E N D . d w g ; X - I T S _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 31815 P A U L M . TISSEL L R EGIST E R E D P R O F E SSIONA L E N GIN EER STAT E O F WASHIN G T O N AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' RENTON SEGMENT UTILITY PLAN GRA 24+00 TO TAL-B 14+00 1UT.04 195 I. VANBLANKENSTEIN A. ZEA P. TISSELL S G R A D Y W A Y TALBOT RD S (TAL-B-LINE) (G R A - L I N E ) 28 27 50 13 48 26 50 29 24 28 EX ROW EX ROW 50 50 24 50 5027 50 28 47 50 3 19 20 20 20 1-FH (STA. 11+10, 61' RT) 6 LF 6" DUCTILE IRON PIPE SEE PROFILE H ON DWG 1UP.02 21 24 25 1-FH (STA. 24+16.02, 44.98' LT) 1-12"X6" TEE, MJxFL (STA. 24+16.34, 26.79' LT) 1-6" GATE VALVE, FLxMJ 18 LF 6" DUCTILE IRON PIPE CONC BLKG SEE PROFILE F ON DWG 1UP.02 EX ROW PROPOSED ROW 5029 28 48 EX ROW 47 41 20 PROPOSED ROW 42 45 PROPOSED ROW 29 50 42 47 PROPOSED ROW 27 50 20 27 13 20 5060 60 1 7 47 50 17 10 6 47 S-421411 W-421411 WW P - 2 7 - 4 2 1 4 WT R - 2 7 - 4 2 1 4 24"X12" TAPPING TEE, FL (STA. 25+00.05, 31.22' LT) 12" TAPPING GATE VALVE, FLxMJ CONCRETE BLOCK 24" DI W 24" DI W 12 " D I W 12 " D I W AP P R O X . 2 4 3 L F O F 1 12" D R 21 H D P E S A N I T A R Y SE W E R F O R C E M A I N LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 12" VERTICAL CROSS, MJxMJ (STA . 24+90.81, 30.70' LT) STA. 24+22.07, 52.03' LT 61 61 06/13/24 WASTEWATER UTILITY jstowell 08/29/2024 WATER UTILITY JValdez 09/05/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 S-421413 W-421413 14+00 15+00 16+00 17+00 18+00 SD SD SDSDSDSDPL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL 32.69 9 32.57 9 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.FOR STORMWATER IMPROVEMENTS SEE DRAINAGE PLANS. 3.WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR RELOCATED, WORK SHALL BE COORDINATED WITH EACH UTILITY. 4.SEE SIGNAL, ELECTRICAL, LIGHTING, AND INTERCONNECT PLANS FOR ADJUSTMENTS, REMOVALS, AND RELOCATIONS OF EXISTING SIGNAL, ELECTRICAL, LIGHTING, AND INTERCONNECT EQUIPMENT INCLUDING CABINETS, JUNCTION BOXES, AND SIGNAL POLES. 5.ALL UTILITY STRUCTURES (MANHOLES, CLEANOUTS, JUNCTION BOXES, HAND HOLES, VAULTS, ETC.) LOCATED IN A SIDEWALK, WALKING PATH, OR CROSSWALK SHALL BE FITTED WITH A NON-SLIP OR NON-SKID COVER PER PROJECT SPECIFICATIONS. 6.NO WORK SHALL BE DONE WITHIN 20 FEET OF PSE 230KV TRANSMISSION LINES. 7.REFER TO TREE PROTECTION PLANS. PROTECT TREES AND VEGETATION WHEN WORKING WITHIN CRITICAL TREE PROTECTION ZONE. GENERAL NOTES LEGEND ADJUST EXISTING MANHOLE TO GRADE RELOCATE UTILITY POLE (BY PSE) RELOCATE VAULT (BY OTHERS) RELOCATE JUNCTION BOX OR SERVICE CABINET (BY OTHERS) RELOCATE HANDHOLE OR JUNCTION BOX (BY PSE) EXISTING UNDERGROUND ELECTRICAL CONDUIT (PSE) EXISTING UNDERGROUND TELECOM CONDUIT EXISTING UNDERGROUND GAS MAIN (PSE) ADJUST GAS VALVE (BY PSE) RELOCATE GAS MAIN (BY PSE) RELOCATE GAS MARKER (BY PSE) RELOCATE UTILITY RISER (BY OTHERS) REMOVE EXISTING PRIVATE UNDERGROUND ELECTRICAL WIRING AND ABANDON CONDUIT (BY OTHERS), SEE LIGHTING PLAN RELOCATE UNDERGROUND TELECOM SERVICE (BY OTHERS) ADJUST EXISTING MANHOLE TO GRADE (BY OTHERS) ADJUST JUNCTION BOX OR PULL VAULT (BY OTHERS) PROTECT EXISTING FEATURE IN PLACE RELOCATE TRANSFORMER (BY PSE) RELOCATE MANHOLE (BY OTHERS) RELOCATE JUNCTION BOX OR PULL VAULT (BY OTHERS) ADJUST JUNCTION BOX OR PULL VAULT TO GRADE REMOVE EXISTING STREET LIGHT UNDERGROUND ELECTRICAL WIRING AND ABANDON CONDUIT, SEE LIGHTING PLAN CONTRACTOR TO VERIFY OWNERSHIP IN THE FIELD AND COORDINATE RELOCATION OR ABANDONMENT WITH OWNER. UTILITY NOTES 24 25 26 27 28 29 40 41 45 48 47 49 50 42 20 44 56 57 58 23 59 60 61 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ j e g _ z e a a \ d 0 6 0 1 3 8 9 \ 1 U T . 0 1 . d w g | L a y o u t : 1 U T . 0 5 PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 1 : 3 7 : 0 1 p m B y Z E A A XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R O W _ P R O P . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R O W _ R E N T O N . d w g ; X - L E G E N D . d w g ; X - I T S _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 31815 P A U L M . TISSEL L R EGIST E R E D P R O F E SSIONA L E N GIN EER STAT E O F WASHIN G T O N AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' RENTON SEGMENT UTILITY PLAN TAL-B 14+00 TO TAL-B 18+50 1UT.05 196 I. VANBLANKENSTEIN A. ZEA P. TISSELL TALBOT RD S (TAL-B-LINE) 34 50 28 EX ROW EX ROW 27 50 50 47 20 28 48 50 WATER NOTES 8 20 8 8 EX ROW 28 50 50 2950 HIGH PRESSURE 50 5028 5028 50 28 48 29 50 HIGH PRESSURE 20 20 20 CITY OF RENTON TO ABANDON WATER MAIN WITH INSTALLATION OF 8" MJ PLUG ON EXISTING 8" VALVE. CONCRETE BLOCKING PER CITY OF RENTON STD PLAN 330.1. CONTRACTOR TO PROVIDE ALL MATERIALS, EXCAVATION, SHORING, BACKFILL AND FINAL ROADWAY RESTORATION. ADJUST EXISTING WATER VALVE BOX TO FINISHED GRADE. SEE LANDSCAPE DRAWINGS FOR IRRIGATION RESTORATION REQUIREMENTS. ADJUST WATER MANHOLE TO FINISHED GRADE.34 58 60 60 60 7 7 S-421412 W-421412 WW P - 2 7 - 4 2 1 4 WT R - 2 7 - 4 2 1 4 8" D I W ( T O B E A B A N D O N E D ) 16" DI W 24" DI W LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/13/24 WASTEWATER UTILITY jstowell 08/29/2024 WATER UTILITY JValdez 09/05/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 S-421414 W-421414 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.FOR STORMWATER IMPROVEMENTS SEE DRAINAGE PLANS. 3.WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR RELOCATED, WORK SHALL BE COORDINATED WITH EACH UTILITY. 4.SEE SIGNAL, ELECTRICAL, LIGHTING, AND INTERCONNECT PLANS FOR ADJUSTMENTS, REMOVALS, AND RELOCATIONS OF EXISTING SIGNAL, ELECTRICAL, LIGHTING, AND INTERCONNECT EQUIPMENT INCLUDING CABINETS, JUNCTION BOXES, AND SIGNAL POLES. 5.ALL UTILITY STRUCTURES (MANHOLES, CLEANOUTS, JUNCTION BOXES, HAND HOLES, VAULTS, ETC.) LOCATED IN A SIDEWALK, WALKING PATH, OR CROSSWALK SHALL BE FITTED WITH A NON-SLIP OR NON-SKID COVER PER PROJECT SPECIFICATIONS. 6.NO WORK SHALL BE DONE WITHIN 20 FEET OF PSE 230KV TRANSMISSION LINES. 7.REFER TO TREE PROTECTION PLANS. PROTECT TREES AND VEGETATION WHEN WORKING WITHIN CRITICAL TREE PROTECTION ZONE. GENERAL NOTES ADJUST EXISTING MANHOLE TO GRADE RELOCATE UTILITY POLE (BY PSE) RELOCATE VAULT (BY OTHERS) RELOCATE JUNCTION BOX OR SERVICE CABINET (BY OTHERS) RELOCATE HANDHOLE OR JUNCTION BOX (BY PSE) EXISTING UNDERGROUND ELECTRICAL CONDUIT (PSE) EXISTING UNDERGROUND TELECOM CONDUIT EXISTING UNDERGROUND GAS MAIN (PSE) ADJUST GAS VALVE (BY PSE) RELOCATE GAS MAIN (BY PSE) RELOCATE GAS MARKER (BY PSE) RELOCATE UTILITY RISER (BY OTHERS) REMOVE EXISTING PRIVATE UNDERGROUND ELECTRICAL WIRING AND ABANDON CONDUIT (BY OTHERS), SEE LIGHTING PLAN RELOCATE UNDERGROUND TELECOM SERVICE (BY OTHERS) ADJUST EXISTING MANHOLE TO GRADE (BY OTHERS) ADJUST JUNCTION BOX OR PULL VAULT (BY OTHERS) PROTECT EXISTING FEATURE IN PLACE RELOCATE TRANSFORMER (BY PSE) RELOCATE MANHOLE (BY OTHERS) RELOCATE JUNCTION BOX OR PULL VAULT (BY OTHERS) ADJUST JUNCTION BOX OR PULL VAULT TO GRADE REMOVE EXISTING STREET LIGHT UNDERGROUND ELECTRICAL WIRING AND ABANDON CONDUIT, SEE LIGHTING PLAN CONTRACTOR TO VERIFY OWNERSHIP IN THE FIELD AND COORDINATE RELOCATION OR ABANDONMENT WITH OWNER. UTILITY NOTES 24 25 26 27 28 29 40 41 45 48 47 49 50 42 20 44 56 57 58 23 59 60 61 SD S DSD C 19+00 20+00 21+00 22+00 23+00 EX ROW C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 U T . 1 0 . d w g | L a y o u t : 1 U T . 0 6 PL O T T E D : J u n 1 0 , 2 0 2 4 - 0 1 : 3 0 : 0 8 p m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R O W _ P R O P . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - D R _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; S o o s C r e e k W a t e r P i p e N e t w o r k . d w g ; S o o s C r e e k S e w e r P i p e N e t w o r k . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 31815 P A U L M. TISSEL L REGIST E R E D P R O F E SSIONA L E N GIN EER STATE O F W ASHIN G T O N AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' TALBOT RD S I - 4 0 5 S B O F F - R A M P (TAL-B-LINE) S R E N T O N V I L L A G E P L RENTON SEGMENT UTILITY PLAN TAL-B 18+50 TO TAL-B 23+50 1UT.06 197 I. VANBLANKENSTEIN A. ZEA P. TISSELL 29 50 8 28 50 8 50 50EX ROW 50 50 28 50 5028 50 20 50 29 50 HIGH PRESSURE WATER NOTES 8 ADJUST EXISTING WATER VALVE BOX TO FINISHED GRADE ADJUST WATER MANHOLE TO FINISHED GRADE. HIGH PRESSURE 28 50 5028 5960 50 50 S-421413 W-421413 WW P - 2 7 - 4 2 1 4 WT R - 2 7 - 4 2 1 4 24" DI W 24" DI W 16" DI W 12 " D I W LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 34 34 06/13/24 WASTEWATER UTILITY jstowell 08/29/2024 WATER UTILITY JValdez 09/05/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 S-421415 W-421415 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.FOR STORMWATER IMPROVEMENTS SEE DRAINAGE PLANS. 3.WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR RELOCATED, WORK SHALL BE COORDINATED WITH EACH UTILITY. 4.SEE SIGNAL, ELECTRICAL, LIGHTING, AND INTERCONNECT PLANS FOR ADJUSTMENTS, REMOVALS, AND RELOCATIONS OF EXISTING SIGNAL, ELECTRICAL, LIGHTING, AND INTERCONNECT EQUIPMENT INCLUDING CABINETS, JUNCTION BOXES, AND SIGNAL POLES. 5.ALL UTILITY STRUCTURES (MANHOLES, CLEANOUTS, JUNCTION BOXES, HAND HOLES, VAULTS, ETC.) LOCATED IN A SIDEWALK, WALKING PATH, OR CROSSWALK SHALL BE FITTED WITH A NON-SLIP OR NON-SKID COVER PER PROJECT SPECIFICATIONS. 6.NO WORK SHALL BE DONE WITHIN 20 FEET OF PSE 230KV TRANSMISSION LINES. 7.REFER TO TREE PROTECTION PLANS. PROTECT TREES AND VEGETATION WHEN WORKING WITHIN CRITICAL TREE PROTECTION ZONE. GENERAL NOTES LEGEND ADJUST EXISTING MANHOLE TO GRADE RELOCATE UTILITY POLE (BY PSE) RELOCATE VAULT (BY OTHERS) RELOCATE JUNCTION BOX OR SERVICE CABINET (BY OTHERS) RELOCATE HANDHOLE OR JUNCTION BOX (BY PSE) EXISTING UNDERGROUND ELECTRICAL CONDUIT (PSE) EXISTING UNDERGROUND TELECOM CONDUIT EXISTING UNDERGROUND GAS MAIN (PSE) ADJUST GAS VALVE (BY PSE) RELOCATE GAS MAIN (BY PSE) RELOCATE GAS MARKER (BY PSE) RELOCATE UTILITY RISER (BY OTHERS) REMOVE EXISTING PRIVATE UNDERGROUND ELECTRICAL WIRING AND ABANDON CONDUIT (BY OTHERS), SEE LIGHTING PLAN RELOCATE UNDERGROUND TELECOM SERVICE (BY OTHERS) ADJUST EXISTING MANHOLE TO GRADE (BY OTHERS) ADJUST JUNCTION BOX OR PULL VAULT (BY OTHERS) PROTECT EXISTING FEATURE IN PLACE RELOCATE TRANSFORMER (BY PSE) RELOCATE MANHOLE (BY OTHERS) RELOCATE JUNCTION BOX OR PULL VAULT (BY OTHERS) ADJUST JUNCTION BOX OR PULL VAULT TO GRADE REMOVE EXISTING STREET LIGHT UNDERGROUND ELECTRICAL WIRING AND ABANDON CONDUIT, SEE LIGHTING PLAN CONTRACTOR TO VERIFY OWNERSHIP IN THE FIELD AND COORDINATE RELOCATION OR ABANDONMENT WITH OWNER. UTILITY NOTES 24 25 26 27 28 29 40 41 45 48 47 49 50 42 20 44 56 57 58 23 59 60 61 33+00 34+00 35+00 36+00 37+00 38+00 Wa t e r V a l v e 65 2 8 3 93 . 1 5 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 U T . 1 0 . d w g | L a y o u t : 1 U T . 0 7 PL O T T E D : J u n 1 0 , 2 0 2 4 - 0 1 : 3 0 : 4 8 p m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R O W _ P R O P . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - D R _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; S o o s C r e e k W a t e r P i p e N e t w o r k . d w g ; S o o s C r e e k S e w e r P i p e N e t w o r k . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 31815 P A U L M. TISSEL L REGIST E R E D P R O F E SSIONA L E N GIN EER STATE O F W ASHIN G T O N AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' BENSON DR S (SR 515) S P U G E T D R S 1 5 T H S T (TAL-B-LINE) RENTON SEGMENT UTILITY PLAN TAL-B 33+00 TO TAL-B 38+00 1UT.07 198 I. VANBLANKENSTEIN A. ZEA P. TISSELL 50 27 EX ROW EX ROW5027 50 ADJUST EXISTING WATER VALVE BOX TO FINISHED GRADE. WATER NOTES 8 8 28 50 S-421414 W-421414 WW P - 2 7 - 4 2 1 4 WT R - 2 7 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/13/24 WASTEWATER UTILITY jstowell 08/29/2024 WATER UTILITY JValdez 09/05/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 S-421416 W-421416 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.FOR STORMWATER IMPROVEMENTS SEE DRAINAGE PLANS. 3.WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR RELOCATED, WORK SHALL BE COORDINATED WITH EACH UTILITY. 4.SEE SIGNAL, ELECTRICAL, LIGHTING, AND INTERCONNECT PLANS FOR ADJUSTMENTS, REMOVALS, AND RELOCATIONS OF EXISTING SIGNAL, ELECTRICAL, LIGHTING, AND INTERCONNECT EQUIPMENT INCLUDING CABINETS, JUNCTION BOXES, AND SIGNAL POLES. 5.ALL UTILITY STRUCTURES (MANHOLES, CLEANOUTS, JUNCTION BOXES, HAND HOLES, VAULTS, ETC.) LOCATED IN A SIDEWALK, WALKING PATH, OR CROSSWALK SHALL BE FITTED WITH A NON-SLIP OR NON-SKID COVER PER PROJECT SPECIFICATIONS. 6.NO WORK SHALL BE DONE WITHIN 20 FEET OF PSE 230KV TRANSMISSION LINES. 7.REFER TO TREE PROTECTION PLANS. PROTECT TREES AND VEGETATION WHEN WORKING WITHIN CRITICAL TREE PROTECTION ZONE. GENERAL NOTES LEGEND ADJUST EXISTING MANHOLE TO GRADE RELOCATE UTILITY POLE (BY PSE) RELOCATE VAULT (BY OTHERS) RELOCATE JUNCTION BOX OR SERVICE CABINET (BY OTHERS) RELOCATE HANDHOLE OR JUNCTION BOX (BY PSE) EXISTING UNDERGROUND ELECTRICAL CONDUIT (PSE) EXISTING UNDERGROUND TELECOM CONDUIT EXISTING UNDERGROUND GAS MAIN (PSE) ADJUST GAS VALVE (BY PSE) RELOCATE GAS MAIN (BY PSE) RELOCATE GAS MARKER (BY PSE) RELOCATE UTILITY RISER (BY OTHERS) REMOVE EXISTING PRIVATE UNDERGROUND ELECTRICAL WIRING AND ABANDON CONDUIT (BY OTHERS), SEE LIGHTING PLAN RELOCATE UNDERGROUND TELECOM SERVICE (BY OTHERS) ADJUST EXISTING MANHOLE TO GRADE (BY OTHERS) ADJUST JUNCTION BOX OR PULL VAULT (BY OTHERS) PROTECT EXISTING FEATURE IN PLACE RELOCATE TRANSFORMER (BY PSE) RELOCATE MANHOLE (BY OTHERS) RELOCATE JUNCTION BOX OR PULL VAULT (BY OTHERS) ADJUST JUNCTION BOX OR PULL VAULT TO GRADE REMOVE EXISTING STREET LIGHT UNDERGROUND ELECTRICAL WIRING AND ABANDON CONDUIT, SEE LIGHTING PLAN CONTRACTOR TO VERIFY OWNERSHIP IN THE FIELD AND COORDINATE RELOCATION OR ABANDONMENT WITH OWNER. UTILITY NOTES 24 25 26 27 28 29 40 41 45 48 47 49 50 42 20 44 56 57 58 23 59 60 61 24+00 25+00 26+00 27+00 28+00 29+00 ///// ////// / / C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 U T . 1 0 . d w g | L a y o u t : 1 U T . 0 8 PL O T T E D : J u n 1 0 , 2 0 2 4 - 0 1 : 3 2 : 0 7 p m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R O W _ P R O P . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - D R _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; S o o s C r e e k W a t e r P i p e N e t w o r k . d w g ; S o o s C r e e k S e w e r P i p e N e t w o r k . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 31815 P A U L M. TISSEL L REGIST E R E D P R O F E SSIONA L E N GIN EER STATE O F W ASHIN G T O N AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' TALBOT RD S S 2 3 R D S T (TAL-21-LINE) TA L B O T C R E S T D R S RENTON SEGMENT UTILITY PLAN TAL-21 24+00 TO TAL-21 29+00 1UT.08 199 I. VANBLANKENSTEIN A. ZEA P. TISSELL 50 50 27 EX ROW EX ROW 28 50 29 50 28 50 29 50 27 50 50 28 50 ADJUST EXISTING WATER VALVE BOX TO FINISHED GRADE. APPROXIMATE LIMITS OF UTILITY SETTLEMENT AND VIBRATION MONITORING. SEE SPECIFICATIONS FOR VIBRATION AND SETTLEMENT MONITORING. WATER NOTES 8 8 8 29 50 29 50 50 5029 50 50 20 50 EX ROW PROP ROW PROP ROW EX ROW 42 50 50 EX ROW 59 S-421415 W-421415 WW P - 2 7 - 4 2 1 4 WT R - 2 7 - 4 2 1 4 50 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 1 6 " O L Y M P I C P E T R O L E U M P I P E L I N E V E R I F Y I N T H E F I E L D A S N E C E S S A R Y CONTRACTOR TO VERIFY IN THE FIELD 36 36 36 06/13/24 WASTEWATER UTILITY jstowell 08/29/2024 WATER UTILITY JValdez 09/05/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 S-421417 W-421417 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.FOR STORMWATER IMPROVEMENTS SEE DRAINAGE PLANS. 3.WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR RELOCATED, WORK SHALL BE COORDINATED WITH EACH UTILITY. 4.SEE SIGNAL, ELECTRICAL, LIGHTING, AND INTERCONNECT PLANS FOR ADJUSTMENTS, REMOVALS, AND RELOCATIONS OF EXISTING SIGNAL, ELECTRICAL, LIGHTING, AND INTERCONNECT EQUIPMENT INCLUDING CABINETS, JUNCTION BOXES, AND SIGNAL POLES. 5.ALL UTILITY STRUCTURES (MANHOLES, CLEANOUTS, JUNCTION BOXES, HAND HOLES, VAULTS, ETC.) LOCATED IN A SIDEWALK, WALKING PATH, OR CROSSWALK SHALL BE FITTED WITH A NON-SLIP OR NON-SKID COVER PER PROJECT SPECIFICATIONS. 6.NO WORK SHALL BE DONE WITHIN 20 FEET OF PSE 230KV TRANSMISSION LINES. 7.REFER TO TREE PROTECTION PLANS. PROTECT TREES AND VEGETATION WHEN WORKING WITHIN CRITICAL TREE PROTECTION ZONE. GENERAL NOTES LEGEND ADJUST EXISTING MANHOLE TO GRADE RELOCATE UTILITY POLE (BY PSE) RELOCATE VAULT (BY OTHERS) RELOCATE JUNCTION BOX OR SERVICE CABINET (BY OTHERS) RELOCATE HANDHOLE OR JUNCTION BOX (BY PSE) EXISTING UNDERGROUND ELECTRICAL CONDUIT (PSE) EXISTING UNDERGROUND TELECOM CONDUIT EXISTING UNDERGROUND GAS MAIN (PSE) ADJUST GAS VALVE (BY PSE) RELOCATE GAS MAIN (BY PSE) RELOCATE GAS MARKER (BY PSE) RELOCATE UTILITY RISER (BY OTHERS) REMOVE EXISTING PRIVATE UNDERGROUND ELECTRICAL WIRING AND ABANDON CONDUIT (BY OTHERS), SEE LIGHTING PLAN RELOCATE UNDERGROUND TELECOM SERVICE (BY OTHERS) ADJUST EXISTING MANHOLE TO GRADE (BY OTHERS) ADJUST JUNCTION BOX OR PULL VAULT (BY OTHERS) PROTECT EXISTING FEATURE IN PLACE RELOCATE TRANSFORMER (BY PSE) RELOCATE MANHOLE (BY OTHERS) RELOCATE JUNCTION BOX OR PULL VAULT (BY OTHERS) ADJUST JUNCTION BOX OR PULL VAULT TO GRADE REMOVE EXISTING STREET LIGHT UNDERGROUND ELECTRICAL WIRING AND ABANDON CONDUIT, SEE LIGHTING PLAN CONTRACTOR TO VERIFY OWNERSHIP IN THE FIELD AND COORDINATE RELOCATION OR ABANDONMENT WITH OWNER. UTILITY NOTES 24 25 26 27 28 29 40 41 45 48 47 49 50 42 20 44 56 57 58 23 59 60 61 UD UD UD UD 54+00 55+00 56+00 57+00 58+00 59+00 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 U T . 1 0 . d w g | L a y o u t : 1 U T . 0 9 PL O T T E D : J u n 1 0 , 2 0 2 4 - 0 1 : 3 2 : 0 7 p m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R O W _ P R O P . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - D R _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; S o o s C r e e k W a t e r P i p e N e t w o r k . d w g ; S o o s C r e e k S e w e r P i p e N e t w o r k . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 31815 P A U L M. TISSEL L REGIST E R E D P R O F E SSIONA L E N GIN EER STATE O F W ASHIN G T O N AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' TALBOT RD S (TAL-21-LINE) S 3 2 N D S T RENTON SEGMENT UTILITY PLAN TAL-21 54+00 TO TAL-21 59+00 1UT.09 200 I. VANBLANKENSTEIN A. ZEA P. TISSELL 50 29 EX ROW EX ROW 28 50 50 50 50 S-421416 W-421416 WW P - 2 7 - 4 2 1 4 WT R - 2 7 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/13/24 WASTEWATER UTILITY jstowell 08/29/2024 WATER UTILITY JValdez 09/05/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 S-421418 W-421418 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.FOR STORMWATER IMPROVEMENTS SEE DRAINAGE PLANS. 3.WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR RELOCATED, WORK SHALL BE COORDINATED WITH EACH UTILITY. 4.SEE SIGNAL, ELECTRICAL, LIGHTING, AND INTERCONNECT PLANS FOR ADJUSTMENTS, REMOVALS, AND RELOCATIONS OF EXISTING SIGNAL, ELECTRICAL, LIGHTING, AND INTERCONNECT EQUIPMENT INCLUDING CABINETS, JUNCTION BOXES, AND SIGNAL POLES. 5.ALL UTILITY STRUCTURES (MANHOLES, CLEANOUTS, JUNCTION BOXES, HAND HOLES, VAULTS, ETC.) LOCATED IN A SIDEWALK, WALKING PATH, OR CROSSWALK SHALL BE FITTED WITH A NON-SLIP OR NON-SKID COVER PER PROJECT SPECIFICATIONS. 6.NO WORK SHALL BE DONE WITHIN 20 FEET OF PSE 230KV TRANSMISSION LINES. 7.REFER TO TREE PROTECTION PLANS. PROTECT TREES AND VEGETATION WHEN WORKING WITHIN CRITICAL TREE PROTECTION ZONE. GENERAL NOTES ADJUST EXISTING MANHOLE TO GRADE RELOCATE UTILITY POLE (BY PSE) RELOCATE VAULT (BY OTHERS) RELOCATE JUNCTION BOX OR SERVICE CABINET (BY OTHERS) RELOCATE HANDHOLE OR JUNCTION BOX (BY PSE) EXISTING UNDERGROUND ELECTRICAL CONDUIT (PSE) EXISTING UNDERGROUND TELECOM CONDUIT EXISTING UNDERGROUND GAS MAIN (PSE) ADJUST GAS VALVE (BY PSE) RELOCATE GAS MAIN (BY PSE) RELOCATE GAS MARKER (BY PSE) RELOCATE UTILITY RISER (BY OTHERS) REMOVE EXISTING PRIVATE UNDERGROUND ELECTRICAL WIRING AND ABANDON CONDUIT (BY OTHERS), SEE LIGHTING PLAN RELOCATE UNDERGROUND TELECOM SERVICE (BY OTHERS) ADJUST EXISTING MANHOLE TO GRADE (BY OTHERS) ADJUST JUNCTION BOX OR PULL VAULT (BY OTHERS) PROTECT EXISTING FEATURE IN PLACE RELOCATE TRANSFORMER (BY PSE) RELOCATE MANHOLE (BY OTHERS) RELOCATE JUNCTION BOX OR PULL VAULT (BY OTHERS) ADJUST JUNCTION BOX OR PULL VAULT TO GRADE REMOVE EXISTING STREET LIGHT UNDERGROUND ELECTRICAL WIRING AND ABANDON CONDUIT, SEE LIGHTING PLAN CONTRACTOR TO VERIFY OWNERSHIP IN THE FIELD AND COORDINATE RELOCATION OR ABANDONMENT WITH OWNER. UTILITY NOTES 24 25 26 27 28 29 40 41 45 48 47 49 50 42 20 44 56 57 58 23 59 60 61 SD 72+00 73+00 74+00 75+00 76+00 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 U T . 1 0 . d w g | L a y o u t : 1 U T . 1 0 PL O T T E D : J u n 1 0 , 2 0 2 4 - 0 1 : 3 2 : 4 9 p m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R O W _ P R O P . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - D R _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; S o o s C r e e k W a t e r P i p e N e t w o r k . d w g ; S o o s C r e e k S e w e r P i p e N e t w o r k . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 31815 P A U L M. TISSEL L REGIST E R E D P R O F E SSIONA L E N GIN EER STATE O F W ASHIN G T O N AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' TALBOT RD S S 3 7 T H S T S 3 7 T H S T S 3 8 T H C T S 3 8 T H C T (TAL-21-LINE) RENTON SEGMENT UTILITY PLAN TAL-21 71+50 TO TAL-21 76+50 1UT.10 201 I. VANBLANKENSTEIN A. ZEA P. TISSELL 20 8 8 50 19 23 8 50 50 2940 28 28 EX ROW EX ROW 50 47 50 ADJUST EXISTING WATER VALVE BOX TO FINISHED GRADE. ADJUST WATER METER TO FINISHED GRADE WATER NOTES 8 19 29 50 50 50 50 48 40 5029 50 28 50 29 50 50 50 S-421417 W-421417 WW P - 2 7 - 4 2 1 4 WT R - 2 7 - 4 2 1 4 12" DI W 8" C I W LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/13/24 WASTEWATER UTILITY jstowell 08/29/2024 WATER UTILITY JValdez 09/05/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 S-421419 W-421419 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.FOR STORMWATER IMPROVEMENTS SEE DRAINAGE PLANS. 3.WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR RELOCATED, WORK SHALL BE COORDINATED WITH EACH UTILITY. 4.SEE SIGNAL, ELECTRICAL, LIGHTING, AND INTERCONNECT PLANS FOR ADJUSTMENTS, REMOVALS, AND RELOCATIONS OF EXISTING SIGNAL, ELECTRICAL, LIGHTING, AND INTERCONNECT EQUIPMENT INCLUDING CABINETS, JUNCTION BOXES, AND SIGNAL POLES. 5.ALL UTILITY STRUCTURES (MANHOLES, CLEANOUTS, JUNCTION BOXES, HAND HOLES, VAULTS, ETC.) LOCATED IN A SIDEWALK, WALKING PATH, OR CROSSWALK SHALL BE FITTED WITH A NON-SLIP OR NON-SKID COVER PER PROJECT SPECIFICATIONS. 6.NO WORK SHALL BE DONE WITHIN 20 FEET OF PSE 230KV TRANSMISSION LINES. 7.REFER TO TREE PROTECTION PLANS. PROTECT TREES AND VEGETATION WHEN WORKING WITHIN CRITICAL TREE PROTECTION ZONE. GENERAL NOTES LEGEND ADJUST EXISTING MANHOLE TO GRADE RELOCATE UTILITY POLE (BY PSE) RELOCATE VAULT (BY OTHERS) RELOCATE JUNCTION BOX OR SERVICE CABINET (BY OTHERS) RELOCATE HANDHOLE OR JUNCTION BOX (BY PSE) EXISTING UNDERGROUND ELECTRICAL CONDUIT (PSE) EXISTING UNDERGROUND TELECOM CONDUIT EXISTING UNDERGROUND GAS MAIN (PSE) ADJUST GAS VALVE (BY PSE) RELOCATE GAS MAIN (BY PSE) RELOCATE GAS MARKER (BY PSE) RELOCATE UTILITY RISER (BY OTHERS) REMOVE EXISTING PRIVATE UNDERGROUND ELECTRICAL WIRING AND ABANDON CONDUIT (BY OTHERS), SEE LIGHTING PLAN RELOCATE UNDERGROUND TELECOM SERVICE (BY OTHERS) ADJUST EXISTING MANHOLE TO GRADE (BY OTHERS) ADJUST JUNCTION BOX OR PULL VAULT (BY OTHERS) PROTECT EXISTING FEATURE IN PLACE RELOCATE TRANSFORMER (BY PSE) RELOCATE MANHOLE (BY OTHERS) RELOCATE JUNCTION BOX OR PULL VAULT (BY OTHERS) ADJUST JUNCTION BOX OR PULL VAULT TO GRADE REMOVE EXISTING STREET LIGHT UNDERGROUND ELECTRICAL WIRING AND ABANDON CONDUIT, SEE LIGHTING PLAN CONTRACTOR TO VERIFY OWNERSHIP IN THE FIELD AND COORDINATE RELOCATION OR ABANDONMENT WITH OWNER. UTILITY NOTES 24 25 26 27 28 29 40 41 45 48 47 49 50 42 20 44 56 57 58 23 59 60 61 UD UD UD UDUD S D F F 86+00 87+00 88+00 89+00 90+00 91+00 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 U T . 1 0 . d w g | L a y o u t : 1 U T . 1 1 PL O T T E D : J u n 1 0 , 2 0 2 4 - 0 1 : 3 3 : 2 8 p m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R O W _ P R O P . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - D R _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; S o o s C r e e k W a t e r P i p e N e t w o r k . d w g ; S o o s C r e e k S e w e r P i p e N e t w o r k . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 31815 P A U L M. TISSEL L REGIST E R E D P R O F E SSIONA L E N GIN EER STATE O F W ASHIN G T O N AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' TALBOT RD S (TAL-21-LINE) RENTON SEGMENT UTILITY PLAN TAL-21 86+00 TO TAL-21 91+00 1UT.11 202 I. VANBLANKENSTEIN A. ZEA P. TISSELL 29 5050 5027 50 EX ROW EX ROW 27 50 50 28 27 50 2750 50 40 2750 2950 2850 45 50 50 50 50 50 PROP ROW EX ROW S-421418 W-421418 WW P - 2 7 - 4 2 1 4 WT R - 2 7 - 4 2 1 4 16" DI W LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/13/24 WASTEWATER UTILITY jstowell 08/29/2024 WATER UTILITY JValdez 09/05/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 S-421420 W-421420 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.FOR STORMWATER IMPROVEMENTS SEE DRAINAGE PLANS. 3.WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR RELOCATED, WORK SHALL BE COORDINATED WITH EACH UTILITY. 4.SEE SIGNAL, ELECTRICAL, LIGHTING, AND INTERCONNECT PLANS FOR ADJUSTMENTS, REMOVALS, AND RELOCATIONS OF EXISTING SIGNAL, ELECTRICAL, LIGHTING, AND INTERCONNECT EQUIPMENT INCLUDING CABINETS, JUNCTION BOXES, AND SIGNAL POLES. 5.ALL UTILITY STRUCTURES (MANHOLES, CLEANOUTS, JUNCTION BOXES, HAND HOLES, VAULTS, ETC.) LOCATED IN A SIDEWALK, WALKING PATH, OR CROSSWALK SHALL BE FITTED WITH A NON-SLIP OR NON-SKID COVER PER PROJECT SPECIFICATIONS. 6.NO WORK SHALL BE DONE WITHIN 20 FEET OF PSE 230KV TRANSMISSION LINES. 7.REFER TO TREE PROTECTION PLANS. PROTECT TREES AND VEGETATION WHEN WORKING WITHIN CRITICAL TREE PROTECTION ZONE. GENERAL NOTES LEGEND ADJUST EXISTING MANHOLE TO GRADE RELOCATE UTILITY POLE (BY PSE) RELOCATE VAULT (BY OTHERS) RELOCATE JUNCTION BOX OR SERVICE CABINET (BY OTHERS) RELOCATE HANDHOLE OR JUNCTION BOX (BY PSE) EXISTING UNDERGROUND ELECTRICAL CONDUIT (PSE) EXISTING UNDERGROUND TELECOM CONDUIT EXISTING UNDERGROUND GAS MAIN (PSE) ADJUST GAS VALVE (BY PSE) RELOCATE GAS MAIN (BY PSE) RELOCATE GAS MARKER (BY PSE) RELOCATE UTILITY RISER (BY OTHERS) REMOVE EXISTING PRIVATE UNDERGROUND ELECTRICAL WIRING AND ABANDON CONDUIT (BY OTHERS), SEE LIGHTING PLAN RELOCATE UNDERGROUND TELECOM SERVICE (BY OTHERS) ADJUST EXISTING MANHOLE TO GRADE (BY OTHERS) ADJUST JUNCTION BOX OR PULL VAULT (BY OTHERS) PROTECT EXISTING FEATURE IN PLACE RELOCATE TRANSFORMER (BY PSE) RELOCATE MANHOLE (BY OTHERS) RELOCATE JUNCTION BOX OR PULL VAULT (BY OTHERS) ADJUST JUNCTION BOX OR PULL VAULT TO GRADE REMOVE EXISTING STREET LIGHT UNDERGROUND ELECTRICAL WIRING AND ABANDON CONDUIT, SEE LIGHTING PLAN CONTRACTOR TO VERIFY OWNERSHIP IN THE FIELD AND COORDINATE RELOCATION OR ABANDONMENT WITH OWNER. UTILITY NOTES 24 25 26 27 28 29 40 41 45 48 47 49 50 42 20 44 56 57 58 23 59 60 61 32+ 0 0 33+00 34+00 35+00 36+00 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 U T . 1 0 . d w g | L a y o u t : 1 U T . 1 2 PL O T T E D : J u n 1 0 , 2 0 2 4 - 0 1 : 3 4 : 1 0 p m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R O W _ P R O P . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - D R _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; S o o s C r e e k W a t e r P i p e N e t w o r k . d w g ; S o o s C r e e k S e w e r P i p e N e t w o r k . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 31815 P A U L M. TISSEL L REGIST E R E D P R O F E SSIONA L E N GIN EER STATE O F W ASHIN G T O N AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' SE CARR RD MILL A V E S WE L L S A V E S (CAR-LINE) RENTON SEGMENT UTILITY PLAN CAR 32+00 TO CAR 36+50 1UT.12 203 I. VANBLANKENSTEIN A. ZEA P. TISSELL 50 50 EX ROW EX ROW 292827 50 28 50 50 S-421419 W-421419 WW P - 2 7 - 4 2 1 4 WT R - 2 7 - 4 2 1 4 20" DI W 20 " D I W 10" RESERVOIR PVC DRAIN LINE DIRECTLY ABOVE 20" DI W LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/13/24 WASTEWATER UTILITY jstowell 08/29/2024 WATER UTILITY JValdez 09/05/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 S-421421 W-421421 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.FOR STORMWATER IMPROVEMENTS SEE DRAINAGE PLANS. 3.WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR RELOCATED, WORK SHALL BE COORDINATED WITH EACH UTILITY. 4.SEE SIGNAL, ELECTRICAL, LIGHTING, AND INTERCONNECT PLANS FOR ADJUSTMENTS, REMOVALS, AND RELOCATIONS OF EXISTING SIGNAL, ELECTRICAL, LIGHTING, AND INTERCONNECT EQUIPMENT INCLUDING CABINETS, JUNCTION BOXES, AND SIGNAL POLES. 5.ALL UTILITY STRUCTURES (MANHOLES, CLEANOUTS, JUNCTION BOXES, HAND HOLES, VAULTS, ETC.) LOCATED IN A SIDEWALK, WALKING PATH, OR CROSSWALK SHALL BE FITTED WITH A NON-SLIP OR NON-SKID COVER PER PROJECT SPECIFICATIONS. 6.NO WORK SHALL BE DONE WITHIN 20 FEET OF PSE 230KV TRANSMISSION LINES. 7.REFER TO TREE PROTECTION PLANS. PROTECT TREES AND VEGETATION WHEN WORKING WITHIN CRITICAL TREE PROTECTION ZONE. GENERAL NOTES LEGEND ADJUST EXISTING MANHOLE TO GRADE RELOCATE UTILITY POLE (BY PSE) RELOCATE VAULT (BY OTHERS) RELOCATE JUNCTION BOX OR SERVICE CABINET (BY OTHERS) RELOCATE HANDHOLE OR JUNCTION BOX (BY PSE) EXISTING UNDERGROUND ELECTRICAL CONDUIT (PSE) EXISTING UNDERGROUND TELECOM CONDUIT EXISTING UNDERGROUND GAS MAIN (PSE) ADJUST GAS VALVE (BY PSE) RELOCATE GAS MAIN (BY PSE) RELOCATE GAS MARKER (BY PSE) RELOCATE UTILITY RISER (BY OTHERS) REMOVE EXISTING PRIVATE UNDERGROUND ELECTRICAL WIRING AND ABANDON CONDUIT (BY OTHERS), SEE LIGHTING PLAN RELOCATE UNDERGROUND TELECOM SERVICE (BY OTHERS) ADJUST EXISTING MANHOLE TO GRADE (BY OTHERS) ADJUST JUNCTION BOX OR PULL VAULT (BY OTHERS) PROTECT EXISTING FEATURE IN PLACE RELOCATE TRANSFORMER (BY PSE) RELOCATE MANHOLE (BY OTHERS) RELOCATE JUNCTION BOX OR PULL VAULT (BY OTHERS) ADJUST JUNCTION BOX OR PULL VAULT TO GRADE REMOVE EXISTING STREET LIGHT UNDERGROUND ELECTRICAL WIRING AND ABANDON CONDUIT, SEE LIGHTING PLAN CONTRACTOR TO VERIFY OWNERSHIP IN THE FIELD AND COORDINATE RELOCATION OR ABANDONMENT WITH OWNER. UTILITY NOTES 24 25 26 27 28 29 40 41 45 48 47 49 50 42 20 44 56 57 58 23 59 60 61 F F C PB 43+00 44+00 45+00 46+00 47+0010 + 0 0 11 + 0 0 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 U T . 1 0 . d w g | L a y o u t : 1 U T . 1 3 PL O T T E D : J u n 1 0 , 2 0 2 4 - 0 1 : 3 4 : 5 1 p m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R O W _ P R O P . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - D R _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; S o o s C r e e k W a t e r P i p e N e t w o r k . d w g ; S o o s C r e e k S e w e r P i p e N e t w o r k . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 31815 P A U L M. TISSEL L REGIST E R E D P R O F E SSIONA L E N GIN EER STATE O F W ASHIN G T O N AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' SE CARR RD 105 T H P L S E (CAR-LINE) RENTON SEGMENT UTILITY PLAN CAR 42+50 TO CAR 47+50 1UT.13 204 I. VANBLANKENSTEIN A. ZEA P. TISSELL EX ROW EX ROW 50 50 50 50 28 50 29 50 50 5028 5029 5027 50 5029 5028 5028 20 20 48 20 40 8 8 28 5028 8 ADJUST EXISTING WATER VALVE BOX TO FINISHED GRADE. WATER NOTES 8 19 ADJUST WATER METER TO FINISHED GRADE. 1920 20 20 SEE LANDSCAPE DRAWINGS FOR IRRIGATION RESTORATION REQUIREMENTS. EX ROW PROPOSED ROW 47 50 4728 4728 58 S-421420 W-421420 WW P - 2 7 - 4 2 1 4 WT R - 2 7 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/13/24 WASTEWATER UTILITY jstowell 08/29/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 S-421422 W-421422 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.FOR STORMWATER IMPROVEMENTS SEE DRAINAGE PLANS. 3.WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR RELOCATED, WORK SHALL BE COORDINATED WITH EACH UTILITY. 4.SEE SIGNAL, ELECTRICAL, LIGHTING, AND INTERCONNECT PLANS FOR ADJUSTMENTS, REMOVALS, AND RELOCATIONS OF EXISTING SIGNAL, ELECTRICAL, LIGHTING, AND INTERCONNECT EQUIPMENT INCLUDING CABINETS, JUNCTION BOXES, AND SIGNAL POLES. 5.ALL UTILITY STRUCTURES (MANHOLES, CLEANOUTS, JUNCTION BOXES, HAND HOLES, VAULTS, ETC.) LOCATED IN A SIDEWALK, WALKING PATH, OR CROSSWALK SHALL BE FITTED WITH A NON-SLIP OR NON-SKID COVER PER PROJECT SPECIFICATIONS. 6.NO WORK SHALL BE DONE WITHIN 20 FEET OF PSE 230KV TRANSMISSION LINES. 7.REFER TO TREE PROTECTION PLANS. PROTECT TREES AND VEGETATION WHEN WORKING WITHIN CRITICAL TREE PROTECTION ZONE. GENERAL NOTES LEGEND ADJUST EXISTING MANHOLE TO GRADE RELOCATE UTILITY POLE (BY PSE) RELOCATE VAULT (BY OTHERS) RELOCATE JUNCTION BOX OR SERVICE CABINET (BY OTHERS) RELOCATE HANDHOLE OR JUNCTION BOX (BY PSE) EXISTING UNDERGROUND ELECTRICAL CONDUIT (PSE) EXISTING UNDERGROUND TELECOM CONDUIT EXISTING UNDERGROUND GAS MAIN (PSE) ADJUST GAS VALVE (BY PSE) RELOCATE GAS MAIN (BY PSE) RELOCATE GAS MARKER (BY PSE) RELOCATE UTILITY RISER (BY OTHERS) REMOVE EXISTING PRIVATE UNDERGROUND ELECTRICAL WIRING AND ABANDON CONDUIT (BY OTHERS), SEE LIGHTING PLAN RELOCATE UNDERGROUND TELECOM SERVICE (BY OTHERS) ADJUST EXISTING MANHOLE TO GRADE (BY OTHERS) ADJUST JUNCTION BOX OR PULL VAULT (BY OTHERS) PROTECT EXISTING FEATURE IN PLACE RELOCATE TRANSFORMER (BY PSE) RELOCATE MANHOLE (BY OTHERS) RELOCATE JUNCTION BOX OR PULL VAULT (BY OTHERS) ADJUST JUNCTION BOX OR PULL VAULT TO GRADE REMOVE EXISTING STREET LIGHT UNDERGROUND ELECTRICAL WIRING AND ABANDON CONDUIT, SEE LIGHTING PLAN CONTRACTOR TO VERIFY OWNERSHIP IN THE FIELD AND COORDINATE RELOCATION OR ABANDONMENT WITH OWNER. UTILITY NOTES 24 25 26 27 28 29 40 41 45 48 47 49 50 42 20 44 56 57 58 23 59 60 61 P B 11+00 12+00 13+00 14+00 15+00 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 U T . 1 0 . d w g | L a y o u t : 1 U T . 1 4 PL O T T E D : J u n 1 0 , 2 0 2 4 - 0 1 : 3 5 : 3 8 p m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R O W _ P R O P . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - D R _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; S o o s C r e e k W a t e r P i p e N e t w o r k . d w g ; S o o s C r e e k S e w e r P i p e N e t w o r k . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 31815 P A U L M. TISSEL L REGIST E R E D P R O F E SSIONA L E N GIN EER STATE O F W ASHIN G T O N AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' RENTON SEGMENT UTILITY PLAN 105TH 11+00 TO 105TH 15+00 1UT.14 205 I. VANBLANKENSTEIN A. ZEA P. TISSELL (105TH-LINE) 105TH PL SE 27 EX ROW EX ROW 50 S-421421 W-421421 WW P - 2 7 - 4 2 1 4 WT R - 2 7 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/13/24 WASTEWATER UTILITY jstowell 08/29/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 S-421423 W-421423 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.FOR STORMWATER IMPROVEMENTS SEE DRAINAGE PLANS. 3.WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR RELOCATED, WORK SHALL BE COORDINATED WITH EACH UTILITY. 4.SEE SIGNAL, ELECTRICAL, LIGHTING, AND INTERCONNECT PLANS FOR ADJUSTMENTS, REMOVALS, AND RELOCATIONS OF EXISTING SIGNAL, ELECTRICAL, LIGHTING, AND INTERCONNECT EQUIPMENT INCLUDING CABINETS, JUNCTION BOXES, AND SIGNAL POLES. 5.ALL UTILITY STRUCTURES (MANHOLES, CLEANOUTS, JUNCTION BOXES, HAND HOLES, VAULTS, ETC.) LOCATED IN A SIDEWALK, WALKING PATH, OR CROSSWALK SHALL BE FITTED WITH A NON-SLIP OR NON-SKID COVER PER PROJECT SPECIFICATIONS. 6.NO WORK SHALL BE DONE WITHIN 20 FEET OF PSE 230KV TRANSMISSION LINES. 7.REFER TO TREE PROTECTION PLANS. PROTECT TREES AND VEGETATION WHEN WORKING WITHIN CRITICAL TREE PROTECTION ZONE. GENERAL NOTES LEGEND ADJUST EXISTING MANHOLE TO GRADE RELOCATE UTILITY POLE (BY PSE) RELOCATE VAULT (BY OTHERS) RELOCATE JUNCTION BOX OR SERVICE CABINET (BY OTHERS) RELOCATE HANDHOLE OR JUNCTION BOX (BY PSE) EXISTING UNDERGROUND ELECTRICAL CONDUIT (PSE) EXISTING UNDERGROUND TELECOM CONDUIT EXISTING UNDERGROUND GAS MAIN (PSE) ADJUST GAS VALVE (BY PSE) RELOCATE GAS MAIN (BY PSE) RELOCATE GAS MARKER (BY PSE) RELOCATE UTILITY RISER (BY OTHERS) REMOVE EXISTING PRIVATE UNDERGROUND ELECTRICAL WIRING AND ABANDON CONDUIT (BY OTHERS), SEE LIGHTING PLAN RELOCATE UNDERGROUND TELECOM SERVICE (BY OTHERS) ADJUST EXISTING MANHOLE TO GRADE (BY OTHERS) ADJUST JUNCTION BOX OR PULL VAULT (BY OTHERS) PROTECT EXISTING FEATURE IN PLACE RELOCATE TRANSFORMER (BY PSE) RELOCATE MANHOLE (BY OTHERS) RELOCATE JUNCTION BOX OR PULL VAULT (BY OTHERS) ADJUST JUNCTION BOX OR PULL VAULT TO GRADE REMOVE EXISTING STREET LIGHT UNDERGROUND ELECTRICAL WIRING AND ABANDON CONDUIT, SEE LIGHTING PLAN CONTRACTOR TO VERIFY OWNERSHIP IN THE FIELD AND COORDINATE RELOCATION OR ABANDONMENT WITH OWNER. UTILITY NOTES 24 25 26 27 28 29 40 41 45 48 47 49 50 42 20 44 56 57 58 23 59 60 61 F F 23+00 24+00 25+00 26+00 27+00 28+00 W W W W W W W W W W W W W W W W W W /// C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 U T . 1 0 . d w g | L a y o u t : 1 U T . 1 5 PL O T T E D : J u n 1 0 , 2 0 2 4 - 0 1 : 3 6 : 2 3 p m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R O W _ P R O P . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - D R _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; S o o s C r e e k W a t e r P i p e N e t w o r k . d w g ; S o o s C r e e k S e w e r P i p e N e t w o r k . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 31815 P A U L M. TISSEL L REGIST E R E D P R O F E SSIONA L E N GIN EER STATE O F W ASHIN G T O N AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' RENTON SEGMENT UTILITY PLAN 105TH 23+00 TO 105TH 28+00 1UT.15 206 I. VANBLANKENSTEIN A. ZEA P. TISSELL SE 180TH ST (105TH-LINE) 50 EX ROW EX ROW 50 50 8 49 WATER NOTES 8 ADJUST EXISTING WATER VALVE BOX TO FINISHED GRADE PER COR STD. PLAN 330.1. REMOVE AND SALVAGE EXISTING FIRE HYDRANT. REPLACE EXISTING FIRE HYDRANT WITH NEW FIRE HYDRANT AND CONNECT TO EXISTING LATERAL. CONCRETE PAD & BEARING BLOCK PER SOOS CREEK WATER & SEWER DISTRICT STD PLAN W-5. CONCRETE BLOCKING PER SOOS CREEK WATER & SEWER DISTRICT STD PLAN W-1A & W-1B. 8 50 28 50 S-421422 W-421422 WW P - 2 7 - 4 2 1 4 WT R - 2 7 - 4 2 1 4 13 34 13 34 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 GATE IN PEDESTRIAN GUARDRAIL PROVIDED TO PROVIDE 3' CLEAR ACCESS AROUND HYDRANT. SEE DWG 1S1.25 & DETAIL D ON 1S6.02 06/13/24 WASTEWATER UTILITY jstowell 08/29/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 S-421424 W-421424 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.FOR STORMWATER IMPROVEMENTS SEE DRAINAGE PLANS. 3.WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR RELOCATED, WORK SHALL BE COORDINATED WITH EACH UTILITY. 4.SEE SIGNAL, ELECTRICAL, LIGHTING, AND INTERCONNECT PLANS FOR ADJUSTMENTS, REMOVALS, AND RELOCATIONS OF EXISTING SIGNAL, ELECTRICAL, LIGHTING, AND INTERCONNECT EQUIPMENT INCLUDING CABINETS, JUNCTION BOXES, AND SIGNAL POLES. 5.ALL UTILITY STRUCTURES (MANHOLES, CLEANOUTS, JUNCTION BOXES, HAND HOLES, VAULTS, ETC.) LOCATED IN A SIDEWALK, WALKING PATH, OR CROSSWALK SHALL BE FITTED WITH A NON-SLIP OR NON-SKID COVER PER PROJECT SPECIFICATIONS. 6.NO WORK SHALL BE DONE WITHIN 20 FEET OF PSE 230KV TRANSMISSION LINES. 7.REFER TO TREE PROTECTION PLANS. PROTECT TREES AND VEGETATION WHEN WORKING WITHIN CRITICAL TREE PROTECTION ZONE. GENERAL NOTES ADJUST EXISTING MANHOLE TO GRADE RELOCATE UTILITY POLE (BY PSE) RELOCATE VAULT (BY OTHERS) RELOCATE JUNCTION BOX OR SERVICE CABINET (BY OTHERS) RELOCATE HANDHOLE OR JUNCTION BOX (BY PSE) EXISTING UNDERGROUND ELECTRICAL CONDUIT (PSE) EXISTING UNDERGROUND TELECOM CONDUIT EXISTING UNDERGROUND GAS MAIN (PSE) ADJUST GAS VALVE (BY PSE) RELOCATE GAS MAIN (BY PSE) RELOCATE GAS MARKER (BY PSE) RELOCATE UTILITY RISER (BY OTHERS) REMOVE EXISTING PRIVATE UNDERGROUND ELECTRICAL WIRING AND ABANDON CONDUIT (BY OTHERS), SEE LIGHTING PLAN RELOCATE UNDERGROUND TELECOM SERVICE (BY OTHERS) ADJUST EXISTING MANHOLE TO GRADE (BY OTHERS) ADJUST JUNCTION BOX OR PULL VAULT (BY OTHERS) PROTECT EXISTING FEATURE IN PLACE RELOCATE TRANSFORMER (BY PSE) RELOCATE MANHOLE (BY OTHERS) RELOCATE JUNCTION BOX OR PULL VAULT (BY OTHERS) ADJUST JUNCTION BOX OR PULL VAULT TO GRADE REMOVE EXISTING STREET LIGHT UNDERGROUND ELECTRICAL WIRING AND ABANDON CONDUIT, SEE LIGHTING PLAN CONTRACTOR TO VERIFY OWNERSHIP IN THE FIELD AND COORDINATE RELOCATION OR ABANDONMENT WITH OWNER. FOR ABANDONMENT/REMOVAL OF CONDUIT SEE OTHER DISCIPLINE UTILITY NOTES 24 25 26 27 28 29 40 41 45 48 47 49 50 42 20 44 56 57 58 23 59 60 61 / / // / / // / / / / / / / / / //////// / / / / / / / / / / / / / //////////// / / / / / / /// / / 28+00 29+00 30+00 31+00 32+00 33+00 PI: 108TH 27+57.10 11 + 0 0 N8 9 ° 3 8 ' 5 0 " E 20 0 . 0 0 ' 108TH 32+13.38= N: 162196.520 E: 1302938.144 186TH 12+00.00 PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL P PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL C AFO AFO AFO AFO AFO AFO AFO AFO AFO AFO AFO AFO AFO F F W O H P O H P O H P O H P OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP O H P EX I S T I N G 1 0 ' W A T E R E A S E M E N T RE C # 8 5 1 2 3 1 0 8 6 3 UDUD EX ROW C: \ p w _ w o r k d i r \ d e n 0 0 3 \ j e g _ z e a a \ d 0 6 0 1 3 8 9 \ 1 U T . 2 0 . d w g | L a y o u t : 1 U T . 1 6 PL O T T E D : F e b 1 0 , 2 0 2 6 - 0 3 : 2 1 : 1 0 p m B y Z E A A XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R O W _ P R O P . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - L E G E N D . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - I T S _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE MARCH 2025G. FRANCO 1134237 KC001396 473K. CHANG YUEN 31815 P A U L M . TISSELL R EGIST E R E D P R O FE SSIONA L E N G I N EER STAT E O F WASHING T O N ISSUE FOR CONSTRUCTION MARCH 2025 20'40' SCALE: 1" = 20' 0' 108TH AVE SE (SR 515) SE 1 8 6 T H S T SE 1 8 4 T H L N (108TH-LINE) SE 1 8 6 T H S T RENTON SEGMENT UTILITY PLAN 108TH 28+00 TO 108TH 33+00 1UT.16 207 I. VANBLANKENSTEIN A. ZEA P. TISSELL 50 2950 50 2850 50 28 50 29 50 2850 50 28 50 50 2850 50 PROPOSED TCE EX ROW 50 11 EX ROW WATER NOTES 11 REMOVE EXISTING VALVE BOX PER GENERAL NOTE 27 ON DWG 1UT.0A ONLY AFTER WATER MAIN HAS BEEN REMOVED. INSTALL NEW 10" DUCTILE IRON WATER MAIN. INSTALL AND CONNECT TO EXISTING SOOS CREEK WATER & SEWER DISTRICT WATER MAIN AFTER SUCCESSFUL PRESSURE TEST, CUBING, AND DISINFECTION PER SOOS CREEK DESIGN AND CONSTRUCTION STANDARDS - WATER WITH 8" MJ SLEEVE AND 10" DI SPOOL AS REQUIRED. REMOVE EXISTING 10" DI WATER MAIN. 50 28 29 30 NOTIFY SOOS CREEK REPRESENTATIVES AT LEAST 72 HOURS IN ADVANCE OF ANY CONSTRUCTION WORK. WORK SHALL NOT START UNTIL ALL MATERIAL, EQUIPMENT, AND LABOR NECESSARY TO COMPLETE WORK IS ASSEMBLED ON THE SITE. WATER MAIN WORK MUST BE COMPLETED IN ONE (1) WORKING DAY OR OVERNIGHT. 35 29 35 30 10" DI 90° HORZ. BEND, MJ W/ CONC. BLKG STA.29+87.47, 23.58' LT 10" DI 90° HORZ. BEND, MJ W/ CONC. BLKG STA.29+96.04, 23.71' LT 10" DI 45° HORZ. BEND, MJ W/ CONC. BLKG STA. 29+86.89, 46.76' LT 33 LF 15 LF28 S-421423 W-421423 WW P - 2 7 - 4 2 1 4 WT R - 2 7 - 4 2 1 4 35 29 28 35 35 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 1-10" GATE VALVE, MJxMJ (STA. 29+80.47, 53.39' LT) 23 50 REATTACH/REPLACE OVERHEAD POWER BY OTHERS (PSE) REATTACH/REPLACE OVERHEAD TELECOM BY OTHERS (ZAYO) PROTECT WATER SERVICE AND MAIN, RELOCATE PSE UTILITY POLE AJZ PMT 02-09-261 1 1 02/13/26 DEVELOPMENT ENGINEERING msippo 04/17/2026 S-421425 W-421425 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.FOR STORMWATER IMPROVEMENTS SEE DRAINAGE PLANS. 3.WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR RELOCATED, WORK SHALL BE COORDINATED WITH EACH UTILITY. 4.SEE SIGNAL, ELECTRICAL, LIGHTING, AND INTERCONNECT PLANS FOR ADJUSTMENTS, REMOVALS, AND RELOCATIONS OF EXISTING SIGNAL, ELECTRICAL, LIGHTING, AND INTERCONNECT EQUIPMENT INCLUDING CABINETS, JUNCTION BOXES, AND SIGNAL POLES. 5.ALL UTILITY STRUCTURES (MANHOLES, CLEANOUTS, JUNCTION BOXES, HAND HOLES, VAULTS, ETC.) LOCATED IN A SIDEWALK, WALKING PATH, OR CROSSWALK SHALL BE FITTED WITH A NON-SLIP OR NON-SKID COVER PER PROJECT SPECIFICATIONS. 6.NO WORK SHALL BE DONE WITHIN 20 FEET OF PSE 230KV TRANSMISSION LINES. 7.REFER TO TREE PROTECTION PLANS. PROTECT TREES AND VEGETATION WHEN WORKING WITHIN CRITICAL TREE PROTECTION ZONE. GENERAL NOTES LEGEND ADJUST EXISTING MANHOLE TO GRADE RELOCATE UTILITY POLE (BY PSE) RELOCATE VAULT (BY OTHERS) RELOCATE JUNCTION BOX OR SERVICE CABINET (BY OTHERS) RELOCATE HANDHOLE OR JUNCTION BOX (BY PSE) EXISTING UNDERGROUND ELECTRICAL CONDUIT (PSE) EXISTING UNDERGROUND TELECOM CONDUIT EXISTING UNDERGROUND GAS MAIN (PSE) ADJUST GAS VALVE (BY PSE) RELOCATE GAS MAIN (BY PSE) RELOCATE GAS MARKER (BY PSE) RELOCATE UTILITY RISER (BY OTHERS) REMOVE EXISTING PRIVATE UNDERGROUND ELECTRICAL WIRING AND ABANDON CONDUIT (BY OTHERS), SEE LIGHTING PLAN RELOCATE UNDERGROUND TELECOM SERVICE (BY OTHERS) ADJUST EXISTING MANHOLE TO GRADE (BY OTHERS) ADJUST JUNCTION BOX OR PULL VAULT (BY OTHERS) PROTECT EXISTING FEATURE IN PLACE RELOCATE TRANSFORMER (BY PSE) RELOCATE MANHOLE (BY OTHERS) RELOCATE JUNCTION BOX OR PULL VAULT (BY OTHERS) ADJUST JUNCTION BOX OR PULL VAULT TO GRADE REMOVE EXISTING STREET LIGHT UNDERGROUND ELECTRICAL WIRING AND ABANDON CONDUIT, SEE LIGHTING PLAN CONTRACTOR TO VERIFY OWNERSHIP IN THE FIELD AND COORDINATE RELOCATION OR ABANDONMENT WITH OWNER. UTILITY NOTES 24 25 26 27 28 29 40 41 45 48 47 49 50 42 20 44 56 57 58 23 59 60 61 / /// / // WA T E R P E R G I S WATER PER GIS 51+00 52+00 53+00 54+00 55+00 56+00 PI: 108TH 54+84.92 N: 159925.702 E: 1302881.111 PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL F C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 U T . 2 0 . d w g | L a y o u t : 1 U T . 1 7 PL O T T E D : J u n 1 0 , 2 0 2 4 - 0 1 : 4 0 : 1 7 p m B y C W I L C O X XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R O W _ P R O P . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - L E G E N D . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - I T S _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 31815 P A U L M. TISSEL L REGIST E R E D P R O F E SSIONA L E N GIN EER STATE O F W ASHIN G T O N AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' 108TH AVE SE (SR 515) SE 1 9 2 N D S T C I T Y O F R E N T O N (108TH-LINE) CI T Y O F K E N T SEE VOLUME 2 FOR CITY OF KENT IMPROVEMENTS RENTON SEGMENT UTILITY PLAN 108TH 51+00 TO 108TH 56+00 1UT.17 208 I. VANBLANKENSTEIN A. ZEA P. TISSELL EX ROW EX ROW EX ROW EX ROW 50 5027 50 50 EX ROW S-421424 W-421424 WW P - 2 7 - 4 2 1 4 WT R - 2 7 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/13/24 WASTEWATER UTILITY jstowell 08/29/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 S-421426 W-421426 15 20 30 0+20 0+40 0+50 15 20 30 0+20 0+40 0+50 15 20 30 0+20 0+40 0+60 0+80 0+90 15 20 30 14+50 14+60 14+80 15+00 15+20 15+40 15+60 15+80 16+00 16+20 16+40 16+60 16+80 17+00 17+20 17+40 17+60 17+80 18+00 18+20 18+40 18+60 18+80 19+00 19+20 19+40 19+60 19+80 20+00 15 20 30 20+25 20+50 20+75 21+00 21+25 21+50 21+75 22+00 22+25 22+50 22+75 23+00 23+25 23+50 23+75 24+00 24+25 24+50 24+75 25+00 25+20 EX WM TO BE REMOVED PROP 12" DI SD EX P O W E R PROP FH EX SD TO BE REMOVED EX WM TO BE REMOVED EX SS FM TO BE ABANDONED FG EG PROP FH 6" GATE VALVE TEE ON PROP 12" WM PER COR STD PLAN 300.1 6" GATE VALVE TEE PROP 12" WM PER COR STD PLAN 300.1 PROP 12" DI SD EX 12" CONC SD EX T E L E P H O N E EX P O W E R EX P O W E R FINISHED GROUND EX 12" CONC SD WATER NOTES INSTALL NEW 12" DUCTILE IRON WATER MAIN. CITY OF RENTON TO INSTALL AND CONNECT TO EXISTING WATER MAIN AFTER SUCCESSFUL PRESSURE TEST, POLYPIGGING, AND DISINFECTION PER SECTION 5-14.2 OF THE CITY OF RENTON WATER UTILITY CONSTRUCTION STANDARDS. CONCRETE BLOCKINGS PER CITY OF RENTON STD PLAN 330.1. CONTRACTOR TO PROVIDE ALL MATERIALS, EXCAVATION, SHORING, BACKFILL AND FINAL ROADWAY RESTORATION. INSTALL NEW FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STD PLAN 310.1. CONCRETE BLOCKING PER CITY OF RENTON STD PLAN 330.1. INSTALL 1" WATER SERVICE PER CITY OF RENTON STD PLAN 320.1. TAP LOCATION AT WATER MAIN AS INDICATED. METER BOX LOCATION AS SPECIFIED. INSTALL 1-1/2" WATER SERVICE BEHIND SIDEWALK PER CITY OF RENTON STD PLAN 320.3. TAP LOCATION AT WATER MAIN AS INDICATED. METER BOX LOCATION AS SPECIFIED. INSTALL 12" POLYPIG STATION PER CITY OF RENTON STD PLAN 300.7. CONCRETE BLOCKING PER CITY OF RENTON STD PLAN 330.1. CONNECT TO CITY OF RENTON WATER MAIN WITH 24"X12" TAPPING TEE AND TAPPING 12" GATE VALVE PER CITY OF RENTON STD PLAN 300.6. CONCRETE BLOCKING PER CITY OF RENTON STD PLAN 330.1. CITY OF RENTON TO INSTALL FINAL CONNECTION AFTER SUCCESSFUL PRESSURE TEST, POLYPIGGING, AND DISINFECTION PER CITY OF RENTON STD PLAN 300.6. CONTRACTOR TO PROVIDE ALL MATERIALS, EXCAVATION, SHORING, BACKFILL AND FINAL ROADWAY RESTORATION. INSTALL 8-INCH WATER MAIN CONNECTION AND CONCRETE BLOCKING PER CITY OF RENTON STD PLAN 330.1. INSTALL UNDER PROPOSED DI STORM DRAIN WITH 18" VERTICAL SEPARATION. CONNECT TO EXISTING 8" DI WATER SERVICE WITH 8" MJ SLEEVE. DEFLECT WATER MAIN UNDER EXISTING STORM DRAIN WITH 18" VERTICAL SEPARATION AND 22 LINEAR FEET OF 24" STEEL CASING PER CITY OF RENTON STD PLAN 300.8. MAXIMUM DEFLECTION OF WATER MAIN TO 1 2 MANUFACTURER'S RECOMMENDED MAXIMUM DEFLECTION. 4 2 3 1 5 6 10 16 18 WM B R A N C H ST A . 1 5 + 4 9 . 0 6 1- 1 2 " x 1 2 " C R O S S F L x F L 4- 1 2 " G A T E V A L V E F L x M J 1- 1 2 " M J P L U G CO N C . B L O C K 12 " G A T E V A L V E F L x M J 12 " G A T E V A L V E F L x M J 12 " G A T E V A L V E F L x M J 12 " G A T E V A L V E F L x M J 12 " G A T E V A L V E F L x M J FINISHED GROUNDEXISTING GROUND 11 WM B R A N C H ST A . 1 5 + 4 9 . 0 6 1- 1 2 " x 1 2 " C R O S S F L x F L 4- 1 2 " G A T E V A L V E F L x M J 1- 1 2 " M J P L U G CO N C . B L O C K 18 2 5' MIN. COVER5' MIN. COVER 5.3' MIN. COVER5.3' MIN. COVER EX 10" SD EX P O W E R EX T E L E P H O N E EX E L E C T R I C A L EX T E L E P H O N E EX P O W E R EX P O W E R T O B E A B A N D O N E D EX T E L E P H O N E EX T E L E P H O N E EX G A S T O B E A B A N D O N E D EX P O W E R T O B E A B A N D O N E D EX T E L E P H O N E T O B E R E L O C A T E D PROP GAS ST A . 1 4 + 6 2 . 7 6 6 ST A . 1 4 + 6 4 . 0 5 3 ST A . 1 6 + 4 2 . 0 5 3 ST A . 1 9 + 4 3 . 4 5 18 ST A . 2 0 + 3 7 . 1 5 16 ST A . 2 0 + 6 2 . 8 7 3 ST A . 2 2 + 0 3 . 9 1 3 ST A . 2 4 + 1 6 . 3 4 3 ST A . 2 4 + 9 0 . 8 1 6 ST A . 2 5 + 0 0 . 0 5 10 1 1 1 1 EXISTING GROUND EX 8" W TO BE ABANDONED VERIFY IN THE FIELD ST A . 1 9 + 9 9 . 1 6 4 ST A . 2 0 + 0 1 . 6 9 5 ST A . 2 2 + 8 6 . 5 1 5 ST A . 2 2 + 9 0 . 2 0 4 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 U P . 0 1 . d w g | L a y o u t : 1 U P . 0 1 PL O T T E D : J u n 1 0 , 2 0 2 4 - 0 1 : 4 3 : 0 3 p m B y C W I L C O X XR E F S : X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - L E G E N D . d w g ; X - U T _ P R O F _ R E N T O N . d w g IM A G E S : R e c o r d D r a w i n g 2 4 i n c h W a t e r M a i n _ z W - 0 8 2 0 . p n g ; R e c o r d D r a w i n g 2 4 i n c h W a t e r M a i n _ z W - 0 8 2 0 . p n g ; R e c o r d D r a w i n g 2 4 i n c h W a t e r M a i n _ z W - 0 8 2 0 S e t a b 6 5 a 2 d e . p n g ; No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 31815 P A U L M. TISSEL L REGIST E R E D P R O F E SSIONA L E N GIN EER STATE O F W ASHIN G T O N AD-READY SUBMITTAL RENTON SEGMENT UTILITY PROFILES 1UP.01 209 I. VANBLANKENSTEIN A. ZEA & S. NIMS P.TISSELL 20'40' HORIZONTAL SCALE 0' 10'20' VERTICAL SCALE 0' S GRADY WAY FH 1-STA 16+42 PROFILE C 1UT.02 S GRADY WAY FH 2-STA 20+63 PROFILE D 1UT.03 SHATTUCK AVE S WATER MAIN BRANCH B 1UT.02 S GRADY WAY WATER MAIN PROFILE A 1UT.02 - 1UT.04 S GRADY WAY WATER MAIN PROFILE A 1UT.02 - 1UT.04 S-421425 W-421425 WW P - 2 7 - 4 2 1 4 WT R - 2 7 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/13/24 WASTEWATER UTILITY jstowell 08/29/2024 WATER UTILITY JValdez 09/05/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 S-421427 W-421427 15 20 30 0+20 0+40 0+50 15 20 30 0+20 0+40 0+50 20 30 40 10+00 10+20 10+40 15 20 30 21+80 22+00 22+20 22+40 22+60 22+80 23+00 23+20 23+40 23+60 23+80 24+00 24+20 24+30 15 20 30 0+20 0+40 0+50 15 20 30 0+20 0+40 0+50 25 22 24 INSTALL NEW 1-1/2" HDPE SDR 21 SANITARY SEWER FORCE MAIN. INSTALL 1-1/2" GATE VALVE WITH HDPE FUSIBLE ENDS AND REDUCER. VERIFY EXISTING AND CONNECT TO EXISTING 1-1/2" PE SDR-PRESSURE RATED TUBE WITH MECHANICAL COMPRESSION COUPLING. REMOVE EXISTING FORCE MAIN CONNECTION AND CONNECT NEW FORCE MAIN TO EXISTING SANITARY SEWER MANHOLE WITH KOR-N-SEAL I 106 SERIES BOOT CONNECTOR PER DETAIL 1. INSTALL NEW 10" DUCTILE IRON WATER MAIN. INSTALL AND CONNECT TO EXISTING SOOS CREEK WATER & SEWER DISTRICT WATER MAIN AFTER SUCCESSFUL PRESSURE TEST, CUBING, AND DISINFECTION PER SOOS CREEK DESIGN AND CONSTRUCTION STANDARDS - WATER. WATER & SANITARY SEWER NOTES 21 TEE ON PROP 12" WM 445 450 460 0+20 0+40 0+60 EX 12" SD TO BE REMOVED 6" GATE VALVE TEE ON PROP 12" WM PER CORD STD PLAN 300.1 PROP GAS EX WM TO BE REMOVED PROP 12" DI SD FG EG PROP FH EX SS FM TO BE ABANDONED TEE ON PROP 12" WM PER COR STD PLAN 300.1 6" GATE VALVE PROP GAS EX WM TO BE REMOVED FG PROP FH EG TEE ON PROP 12" WM PER COR STD PLAN 300.1 6" GATE VALVE EX 12" CONC SD PROP FH FG EG EX 24" WM TEE TO REMAIN EX 6" GATE VALVE TO REMAIN PROP FH FGEG 8" GATE VALVE EX SD TO BE REMOVED PROP GAS FG EG EX WM TO BE REMOVED PROP 12" DI SD EX SS FORCE MAIN TO BE REMOVED AT CROSSING 28 29 28 2929 EX 12" CONC SD EX T E L E P H O N E EX T E L E P H O N E EX G A S T O B E A B A N D O N E D EX P O W E R T O B E A B A N D O N E D EX P O W E R EX T E L E P H O N E EX T E L E P H O N E EX G A S T O B E A B A N D O N E D EX T E L E P H O N E EX T E L E P H O N E EX T E L E P H O N E EX G A S T O B E A B A N D O N E D EX P O W E R EX T E L E P H O N E EX P O W E R EX 12" CONC SD EX WATER SERVICE MATCH 1.5" FORCE MAIN W/ 3" CASING INVERT IE = 23.7' EX MANHOLE EX 8" GRAVITY SEWER IE = 23.6' EXISTING GROUND EX SS FORCE MAIN TO BE REMOVED AT CROSSING EX P O W E R EX P O W E R EX P O W E R EX P O W E R FINISHED GROUND ST A . 2 1 + 7 5 . 5 4 24 ST A . 2 1 + 8 0 . 0 6 22 ST A . 2 2 + 6 4 . 4 1 22 ST A . 2 4 + 2 1 . 6 8 25 21 21 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 U P . 0 1 . d w g | L a y o u t : 1 U P . 0 2 PL O T T E D : J u n 1 0 , 2 0 2 4 - 0 1 : 4 3 : 1 9 p m B y C W I L C O X XR E F S : X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - L E G E N D . d w g ; X - U T _ P R O F _ R E N T O N . d w g IM A G E S : R e c o r d D r a w i n g 2 4 i n c h W a t e r M a i n _ z W - 0 8 2 0 . p n g ; R e c o r d D r a w i n g 2 4 i n c h W a t e r M a i n _ z W - 0 8 2 0 . p n g ; R e c o r d D r a w i n g 2 4 i n c h W a t e r M a i n _ z W - 0 8 2 0 S e t a b 6 5 a 2 d e . p n g ; No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 31815 P A U L M. TISSEL L REGIST E R E D P R O F E SSIONA L E N GIN EER STATE O F W ASHIN G T O N AD-READY SUBMITTAL RENTON SEGMENT UTILITY PROFILES 1UP.02 210 I. VANBLANKENSTEIN A. ZEA & S. NIMS P. TISSELL 20'40' HORIZONTAL SCALE 0' 10'20' VERTICAL SCALE 0' S GRADY WAY SS FORCE MAIN PROFILE K 1UT.03 - 1UT.04 S GRADY WAY 8-INCH WS RELOCATION I 1UT.03 NEW PIPE CONNECTION TO EX MH DETAIL NTS 1 PROP HDPE SS FORCE MAIN EX GRAVITY SS EX MHCONNECT TO EXISTING MANHOLE PENETRATION WITH KOR-N-SEAL I 106 SERIES BOOT CONNECTOR USE EXISTING CHANNELING AND CONNECTION S GRADY WAY FH-4 STA 24+16 PROFILE F 1UT.04 TALBOT RD S FH-6 STA 11+10 PROFILE H 1UT.05 SOOS CREEK WATER MAIN PROFILE J 1UT.16 S GRADY WAY FH-3 STA 22+04 PROFILE E 1UT.03 S GRADY WAY FH-5 STA 14+64 PROFILE G 1UT.04 S-421426 W-421426 WW P - 2 7 - 4 2 1 4 WT R - 2 7 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/13/24 WASTEWATER UTILITY jstowell 08/29/2024 WATER UTILITY JValdez 09/05/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 S-421428 W-421428 REMOVE AND STORE EXISTING TOP SLAB AND MEASURE EXISTING TOP SLAB SUPPORTS. REMOVE TOP PORTION OF EXISTING PRECAST MANHOLE RISER SECTION. KEEP EXISTING REBAR/WELDED WIRE ABOVE CUT LINE. CHIP CONCRETE AROUND EXISTING REINFORCEMENT. CUT EXISTING VERTICAL REINFORCEMENT TO 1" BELOW TOP OF NEW CONCRETE TONGUE AND GROOVE ON PROPOSED CONCRETE TOP SLAB SUPPORT. POUR NEW CONCRETE SUPPORT ON TOP OF REMAINING PRECAST MANHOLE RISER SECTION AROUND EXISTING REINFORCEMENT. MATCH DIMENSIONS OF EXISTING TOP SLAB CONCRETE SUPPORT. INSTALL EXISTING MANHOLE TOP SLAB ON LOWERED MANHOLE WITH RUBBER GASKETED JOINTS AND REPLACE VENTED COVER WITH SLIP RESISTANT SOLID LID. MANHOLE NOTES 1.VERIFY AND MATCH EXISTING TOP SLAB SUPPORT DIMENSIONS BEFORE POURING CONCRETE. 2.FIELD VERIFY FINAL GRADE BEFORE DEMOLISHING EXISTING PRECAST MANHOLE RISER. 3.CAST-IN-PLACE CONCRETE SHALL BE CLASS 4000. 4.RUBBER GASKETED JIONTS SHALL BE IN CONFORMANCE WITH ASTM C-443. GENERAL NOTES 1 2 3 4 3. 2 5 ' EX RIM ELEVATION (ABOVE GRADE): 33.796 PROPOSED FINAL ELEVATION: 31.885' 5 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 U P . 0 1 . d w g | L a y o u t : 1 U D . 0 1 PL O T T E D : J u n 1 0 , 2 0 2 4 - 0 1 : 4 3 : 3 6 p m B y C W I L C O X XR E F S : X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - L E G E N D . d w g ; X - U T _ P R O F _ R E N T O N . d w g IM A G E S : R e c o r d D r a w i n g 2 4 i n c h W a t e r M a i n _ z W - 0 8 2 0 . p n g ; R e c o r d D r a w i n g 2 4 i n c h W a t e r M a i n _ z W - 0 8 2 0 . p n g ; R e c o r d D r a w i n g 2 4 i n c h W a t e r M a i n _ z W - 0 8 2 0 S e t a b 6 5 a 2 d e . p n g ; No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 31815 P A U L M. TISSEL L REGIST E R E D P R O F E SSIONA L E N GIN EER STATE O F W ASHIN G T O N AD-READY SUBMITTAL RENTON SEGMENT MANHOLE ADJUSTMENT DETAILS 1UD.01 211 I. VANBLANKENSTEIN A. ZEA & S. NIMS P. TISSELL 1 2 3 4CUT LINE NEW SLIP RESISTANT SOLID LID EXISTING TOP SLAB NEW CONCRETE TOP SLAB SUPPORT EXISTING REINFORCEMENT TO REMAIN RUBBER GASKETED JOINT SEE NOTE 4 INTETIONALLY ROUGHEN CONCRETE SURFACE TO 1/4" AMPLITUDE MANHOLE RECONSTRUCTION DETAIL NTS B 1UT.04 MANHOLE DEMOLITION DETAIL NTS A 1UT.04 5 S-421401 W-421401 WW P - 2 7 - 4 2 1 4 WT R - 2 7 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/13/24 WASTEWATER UTILITY jstowell 08/29/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 S-421429 W-421429 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 D R . 0 0 . d w g | L a y o u t : 1 D R . 0 A PL O T T E D : J u n 1 0 , 2 0 2 4 - 1 1 : 3 3 : 2 6 a m B y C W I L C O X XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 33200 AD-READY SUBMITTAL CITY OF RENTON DRAINAGE NOTES: RENTON SEGMENT DRAINAGE GENERAL NOTES 1DR.0A 212 W. HICKEY H. JOHNSON J. ETULAIN 1.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR. 2.THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE, AND FEDERAL PERMITS PRIOR TO CONSTRUCTION. 3.ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM), RENTON MUNICIPAL CODE (RMC), AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4.APPROVAL OF THE ROAD, GRADING, PARKING, BUILDING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION (E.G. WATER, SEWER, GAS, ELECTRICAL, ETC.). PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY. 5.A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6.THE LOCATION OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANT'S CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE AS-BUILT DRAWINGS ALL UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD IF A CONFLICT EXISTS. 7.VERTICAL DATUM SHALL BE NAVD 88 AND HORIZONTAL DATUM SHALL BE NAD 83 (WA STATE PLANE, NORTH), UNLESS OTHERWISE APPROVED BY THE CITY. 8.ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY PER SECTION 2-03.3(14)D - COMPACTION AND MOISTURE CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS, ALL TRENCH BACKFILL SHALL BE FIRM AND UNYIELDING BUT IN NO CASE SHALL BE COMPACTED TO MORE THAN 92% OF MAXIMUM DRY DENSITY. 9.OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION STANDARDS. 10.ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE START OF CONSTRUCTION. WHERE SHOWN ON THE PLANS OR WHERE DIRECTED BY THE CITY, THE EXISTING MANHOLES, CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED. 11.ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO, OR IN CONJUNCTION WITH, ANY CONSTRUCTION ACTIVITY UNLESS APPROVED BY THE CITY. 12.ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220.00, 220.10, AND 220.20. 13. ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED WITH DUCTILE IRON, BOLT-LOCKING LIDS PER THE CITY STANDARD PLAN 204.10, 204.20, 204.30, 204.40, 204.50. STRUCTURES SHALL HAVE: 14.BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES OF THE RENTON SWDM. A.RECTANGULAR OR ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE OF THE ROADWAY. B.ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE ROADWAY, BUT OUTSIDE OF THE CURB/GUTTER LINE. C.ROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT-OF-WAY OR IN AN EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDS OUTSIDE PUBLIC RIGHT-OF-WAY AND EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LOGO. 15.LIDS OF MANHOLES/CATCH BASINS WITHIN PUBLIC RIGHT-OF-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLE/CATCH BASIN RIMS SHALL BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN. 16.ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT OF WAY SHALL BE SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. 17.ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE (1) FOOT AND SHALL MEET THE FOLLOWING SPECIFICATIONS: A.4-8 INCH ROCK / 40 - 70% PASSING. B.2-4 INCH ROCK / 30 - 40% PASSING; AND C.LESS THAN 2 INCH ROCK / 10 - 20% PASSING 18.FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE, UNLESS APPROVED BY THE CITY. FOOTING DRAINS SHALL NOT BE CONNECTED TO ON-SITE BMPs. 19.THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A BOLT - LOCKING LID MARKED "STORM" OR "DRAIN" SHALL BE LOCATED AT THE PROPERTY LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227.00. 20.ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED OR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL BE PROVIDED TO THE CITY PRIOR TO CONSTRUCTION. 21.ALL NEWLY- INSTALLED AND NEWLY- REHABILITATED (PUBLIC AND PRIVATE) STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV ACCORDING TO THE CITY STANDARD PLAN 266.00. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS AND/OR PAVEMENT. 22.ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 7-04.3(1) OF THE WSDOT STANDARD SPECIFICATIONS AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS TESTED. 23.FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 264.00. 24.ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE THE APPLICANT OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE STORM SYSTEM PROVIDED DURING CONSTRUCTION. 25.ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER ACTIONS NEEDED TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK SHALL BE PROVIDED. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-10 TEMPORARY TRAFFIC CONTROL SHALL APPLY. 26.PROJECTS LOCATED WITHIN THE CITY'S AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE RENTON SWDM AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050). 27.PLACEMENT OF SURFACE APPURTENANCES (CATCH BASIN/ MANHOLE LIDS, CLEANOUTS, INLETS, ETC.) IN THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF STREET TRAVEL LANES, BIKE LANES, SIDEWALKS, AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE. ANY SURFACE APPURTENANCE PLACED IN A SIDEWALK OR CROSSWALK SHALL BE FITTED WITH A NON- SLIP OR NON- SKID LID PER ADA REQUIREMENTS. 28.CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BE MAINTAINED BY THE APPLICANT. 29.MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1.A2 (SHOWN BELOW) OF THE RENTON SWDM. 30.CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO CONSTRUCTION APPROVAL OF THE PAVEMENT. COMPLIANCE MAY BE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 5 GALLONS OF WATER IS POURED ONTO THE PAVEMENT SURFACE ALL AT ONCE. IF ONLY A MINOR AMOUNT OF WATER PONDS OR RUNS OFF THE SURFACE, THEN THE PAVEMENT IS CONSIDERED TO MEET THE MINIMUM RATE OF ABSORPTION. AT LEAST ONE TEST SHALL BE CONDUCTED PER 1,000 SQUARE FEET OF PERMEABLE PAVEMENT. IF THIS TEST IS NOT CONCLUSIVE, THEN ANOTHER TEST PER ASTM C1701 SHALL BE CONDUCTED. FOR LARGE AREAS (E.G., PARKING AREAS), TESTING OBSERVATION MAY BE ACCOMPLISHED WHILE WALKING BEHIND A SLOWLY MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE BUCKET TEST. PERMEABLE PAVERS SHALL BE TESTED USING ASTM C1781. ALLOWABLE PIPE MATERIALS AND MINIMUM COVER PIPE TYPE MINIMUM COVER (FT) CORRUGATED STEEL PIPE 2.0 SPIRAL RIB STEEL PIPE 2.0 REINFORCED CONCRETE PIPE 1.0 CORRUGATED OR SPIRAL RIB ALUMINUM PIPE 2.0 DUCTILE IRON 1.0 LINE CORRUGATED POLYETHYLENE PIPE (LCPE)2.0 CORRUGATED POLYETHYLENE PIPE (CPE) - TRIPLE WALL 2.0 POLYVINYL CHLORIDE PIPE (PVC)3.0 SOLID WALL HIGH DENSITY POLYETHYLENE PIPE (HDPE)2.0 ADDITIONAL NOTES FOR PRE-CONSTRUCTION 1.PIPE AND MATERIALS SHALL BE AS INDICATED ON APPROVED PLANS AND STANDARD NOTES. 2.WHEN INSTALLING STORM DRAIN IN NEW ROADWAYS, PROPOSED ROAD PRISM SHALL BE CONSTRUCTED TO SUBGRADE PRIOR TO ANY UTILITY INSTALLATION. 3.CONTRACTOR MUST NOTIFY PROJECT MANAGER AND PUBLIC WORKS INSPECTOR OF ANY VERTICAL CONFLICT PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY PROPOSED CHANGES SHALL BE SUBMITTED TO CITY AS DESCRIBED IN MAJOR FILED CHANGES NOTE. SEE CITY OF RENTON DRAINAGE NOTE 6. 4.CATCH BASINS SHALL BE GROUTED SMOOTHLY. 5.STORM SYSTEM SHALL BE FLUSHED AND CLEANED PRIOR TO FINAL APPROVAL. THIS INCLUDE DOWNSTREAM SYSTEM FOR A MINIMUM OF TWO STRUCTURES OR 500 FEET, WHICHEVER IS GREATER. R-4214212 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214190 RENTON SEGMENT DRAINAGE LEGEND 1DR.0B 213 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 D R . 0 0 . d w g | L a y o u t : 1 D R . 0 B PL O T T E D : J u n 1 0 , 2 0 2 4 - 1 1 : 3 3 : 2 8 a m B y C W I L C O X XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 33200 AD-READY SUBMITTAL R-4214213 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 LEGEND EXISTING CATCH BASIN EXISTING MANHOLE EXISTING STORM DRAIN PIPE CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 STORM DRAIN PIPE WALL UNDERDRAIN PIPE STORMWATER FLOW ARROW SD SD UD 06/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214191 GENERAL NOTES ADJUST INLET OR CATCH BASIN TO GRADE ADJUST MANHOLE TO GRADE ADJUST STORM DRAIN MANHOLE WITH 1' RISER REMOVE INLET OR CATCH BASIN REMOVE STORM DRAIN PIPE REPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 CONNECTION TO EXISTING DRAINAGE STRUCTURE INSTALL CATCH BASIN TYPE 1 PER CITY OF RENTON PWD STD PLAN 200.00 INSTALL CATCH BASIN TYPE 2 PER CITY OF RENTON PWD STD PLAN 201.00 INSTALL SHALLOW MANHOLE PER CITY OF RENTON PWD STD PLAN 400.2 INSTALL OPEN CURB FACE FRAME AND GRATE PER CITY OF RENTON PWD STD PLAN 203.00 INSTALL RECTANGULAR VANED GRATE PER CITY OF RENTON PWD STD PLAN 204.40 INSTALL RECTANGULAR SOLID COVER PER CITY OF RENTON PWD STD PLAN 204.10 INSTALL 6'x8' MODULAR WETLAND WATER QUALITY UNIT INSTALL 8'x12' MODULAR WETLAND WATER QUALITY UNIT INSTALL FLOW CONTROL STRUCTURE PER CITY OF RENTON PWD STD 237.00 CONNECTION TO EXISTING PIPE INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB DRAIN, PER DETAIL 1, DRAWING NO. 1DRD.02 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, PER DETAIL 1, DRAWING NO. 1DRD.03 INSTALL 7.5'X5.0' OIL WATER SEPARATOR UNIT PER CITY OF RENTON PWD STD 240.10 PLUG EXISTING INLET OR OUTLET DUE TO REMOVAL OF EXISTING STORM DRAINAGE PIPE INSTALL CONCRETE INLET PER CITY OF RENTON PWD STD PLAN 200.30 INSTALL MANHOLE PER CITY OF RENTON PWD STD PLAN 400.1 STORM DRAINAGE NOTES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.ALL CATCH BASINS, MANHOLES, AND MAINTENANCE HOLES LOCATED IN A SIDEWALK, WALKING PATH, OR CROSSWALK SHALL BE FITTED WITH A NON-SLIP OR NON-SKID COVER PER PROJECT SPECIFICATIONS. 17 18 19 20 21 22 23 26 26 26 2 6 26 26 26 26 26 28 28 28 26 32 30 28 26 26 26 28 28 26 26 26 28 28 28 30 28 26 26 SDSDSDSDSD 18+29 17+ 0 0 18 + 0 0 10+00 11+00 12+00 13+00 14+00 11 LF 12" DI SD 148 LF 12" DI SD EX SDCB (1-E1) GRA 11+05.97, 27.80 LT RIM EL = 25.53 61 IE = 22.30 (12" N) IN IE = 22.30 (12" SW) OUT SDCB (1-2) TYPE 1 GRA 11+05.98, 38.68 LT RIM EL = 24.92 128 IE = 22.38 (12" E) IN IE = 22.38 (12" S) OUT SDCB (1-1) TYPE 1 GRA 12+55.26, 38.68 LT RIM EL = 25.49 128 IE = 23.13 (12" W) OUT C: \ p w _ w o r k d i r \ d e n 0 0 3 \ c h 2 m h i l l _ t l u e h r s \ d 0 6 0 1 3 8 9 \ 1 D R . 0 1 . d w g | L a y o u t : 1 D R . 0 1 PL O T T E D : M a y 2 8 , 2 0 2 4 - 0 3 : 0 8 : 1 1 p m B y t l u e h r s XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ P R O P . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R O W _ R E N T O N . d w g ; X - L E G E N D . d w g ; X - I L _ R E N T O N . d w g ; X - S U R F A C E _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 33200 AD-READY SUBMITTAL 20'40' SCALE: 1" = 40' 0' S GRADY WAY LAK E A V E S (LA K - L I N E ) (GRA-LINE) RENTON SEGMENT DRAINAGE PLAN GRA 10+00 TO GRA 14+00 1DR.01 214 J. GREEN H. JOHNSON J. ETULAIN 7 61 R-4214214 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 L8 A 2 2 0 0 0 2 6 0 PR 2 1 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214192R-4214192 GENERAL NOTES ADJUST INLET OR CATCH BASIN TO GRADE ADJUST MANHOLE TO GRADE ADJUST STORM DRAIN MANHOLE WITH 1' RISER REMOVE INLET OR CATCH BASIN REMOVE STORM DRAIN PIPE REPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 CONNECTION TO EXISTING DRAINAGE STRUCTURE INSTALL CATCH BASIN TYPE 1 PER CITY OF RENTON PWD STD PLAN 200.00 INSTALL CATCH BASIN TYPE 2 PER CITY OF RENTON PWD STD PLAN 201.00 INSTALL SHALLOW MANHOLE PER CITY OF RENTON PWD STD PLAN 400.2 INSTALL OPEN CURB FACE FRAME AND GRATE PER CITY OF RENTON PWD STD PLAN 203.00 INSTALL RECTANGULAR VANED GRATE PER CITY OF RENTON PWD STD PLAN 204.40 INSTALL RECTANGULAR SOLID COVER PER CITY OF RENTON PWD STD PLAN 204.10 INSTALL 6'x8' MODULAR WETLAND WATER QUALITY UNIT INSTALL 8'x12' MODULAR WETLAND WATER QUALITY UNIT INSTALL FLOW CONTROL STRUCTURE PER CITY OF RENTON PWD STD 237.00 CONNECTION TO EXISTING PIPE INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB DRAIN, PER DETAIL 1, DRAWING NO. 1DRD.02 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, PER DETAIL 1, DRAWING NO. 1DRD.03 INSTALL 7.5'X5.0' OIL WATER SEPARATOR UNIT PER CITY OF RENTON PWD STD 240.10 PLUG EXISTING INLET OR OUTLET DUE TO REMOVAL OF EXISTING STORM DRAINAGE PIPE INSTALL CONCRETE INLET PER CITY OF RENTON PWD STD PLAN 200.30 INSTALL MANHOLE PER CITY OF RENTON PWD STD PLAN 400.1 STORM DRAINAGE NOTES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.ALL CATCH BASINS, MANHOLES, AND MAINTENANCE HOLES LOCATED IN A SIDEWALK, WALKING PATH, OR CROSSWALK SHALL BE FITTED WITH A NON-SLIP OR NON-SKID COVER PER PROJECT SPECIFICATIONS. 17 18 19 20 21 22 23 26 28 28 26 26 2828 2 6 2 6 28 28 28 28 30 28 28 28 28 28 28 28 2 8 30 28 28 28 28 28 28 28 28 26 26 26 26 26 28 2 6 28 26 28 2828 28 \ \ \ \ \ \ \ \ \ \ \ \ T&T \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ SD SDSDSD SDSDSDSDSD SD SD SD 14+00 15+00 16+00 17+00 18+00 19+00 35 LF 12" PP SD 3 LF 12" PP SD 9 LF 12" DI SD 86 LF 12" PP SD64 LF 12" DI SD 150 LF 12" DI SD 40 LF 12" PP SD 40 LF 12" DI SD SDCB (1-9) TYPE 1 GRA 15+02.29, 88.20 RT RIM EL = 25.89 118 IE = 24.00 (10" NW) IN IE = 23.90 (8" NE) IN IE = 24.10 (8" SW) IN IE = 23.90 (10" S) OUT SDCB (1-7) TYPE 1 GRA 16+17.43, 38.66 LT RIM EL = 26.22 128 IE = 22.88 (12" E) IN IE = 22.87 (12" SW) OUT SDCB (1-6) TYPE 1 GRA 17+04.66, 38.65 LT RIM EL = 26.46 128 IE = 23.31 (12" E) IN IE = 23.31 (12" W) OUT EX SDCB (1-E2) GRA 14+88.95, 33.58 LT RIM EL = 25.73 1 6 IE = 22.60 (12" E) IN IE = 22.60 (12" NW) OUT EX SDCB (1-E3) GRA 15+82.21, 36.04 LT RIM EL = 26.26 1 6 IE = 22.70 (12" NE) IN IE = 22.70 (12" W) OUT SDCB (1-8) TYPE 1 GRA 15+52.48, 79.56 RT RIM EL = 25.95 118 IE = 24.10 (8" N) IN IE = 24.10 (8" SW) OUT SDCB (1-4) TYPE 1 GRA 14+83.40, 40.43 LT RIM EL = 25.37 118 IE = 22.53 (12" SE) IN IE = 22.53 (12" W) IN IE = 22.53 (12" NW) OUT SDCB (1-5) TYPE 1 GRA 18+56.20, 38.67 LT RIM EL = 26.88 8 12 IE = 24.06 (12" W) OUT SDCB (1-3) TYPE 1 GRA 14+18.98, 38.66 LT RIM EL = 25.80 128 IE = 22.85 (12" E) OUT SDCB (1-10) TYPE 1 GRA 18+94.64, 55.33 LT RIM EL = 27.42 8 12 IE = 24.73 (12" NE) OUT C: \ p w _ w o r k d i r \ d e n 0 0 3 \ c h 2 m h i l l _ t l u e h r s \ d 0 6 0 1 3 8 9 \ 1 D R . 0 1 . d w g | L a y o u t : 1 D R . 0 2 PL O T T E D : M a y 2 8 , 2 0 2 4 - 0 3 : 1 1 : 0 8 p m B y t l u e h r s XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ P R O P . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R O W _ R E N T O N . d w g ; X - L E G E N D . d w g ; X - I L _ R E N T O N . d w g ; X - S U R F A C E _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 33200 AD-READY SUBMITTAL 20'40' SCALE: 1" = 40' 0' S GRADY WAY SH A T T U C K A V E S (GRA-LINE) RENTON SEGMENT DRAINAGE PLAN GRA 14+00 TO GRA 19+00 1DR.02 215 J. GREEN H. JOHNSON J. ETULAIN 17 6 1 5 7 4 17 4 4 5 17 17 5 7 61 4 R-4214215 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 L8 A 2 2 0 0 0 2 6 0 PR 2 1 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214193R-4214192 GENERAL NOTES ADJUST INLET OR CATCH BASIN TO GRADE ADJUST MANHOLE TO GRADE ADJUST STORM DRAIN MANHOLE WITH 1' RISER REMOVE INLET OR CATCH BASIN REMOVE STORM DRAIN PIPE REPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 CONNECTION TO EXISTING DRAINAGE STRUCTURE INSTALL CATCH BASIN TYPE 1 PER CITY OF RENTON PWD STD PLAN 200.00 INSTALL CATCH BASIN TYPE 2 PER CITY OF RENTON PWD STD PLAN 201.00 INSTALL SHALLOW MANHOLE PER CITY OF RENTON PWD STD PLAN 400.2 INSTALL OPEN CURB FACE FRAME AND GRATE PER CITY OF RENTON PWD STD PLAN 203.00 INSTALL RECTANGULAR VANED GRATE PER CITY OF RENTON PWD STD PLAN 204.40 INSTALL RECTANGULAR SOLID COVER PER CITY OF RENTON PWD STD PLAN 204.10 INSTALL 6'x8' MODULAR WETLAND WATER QUALITY UNIT INSTALL 8'x12' MODULAR WETLAND WATER QUALITY UNIT INSTALL FLOW CONTROL STRUCTURE PER CITY OF RENTON PWD STD 237.00 CONNECTION TO EXISTING PIPE INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB DRAIN, PER DETAIL 1, DRAWING NO. 1DRD.02 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, PER DETAIL 1, DRAWING NO. 1DRD.03 INSTALL 7.5'X5.0' OIL WATER SEPARATOR UNIT PER CITY OF RENTON PWD STD 240.10 PLUG EXISTING INLET OR OUTLET DUE TO REMOVAL OF EXISTING STORM DRAINAGE PIPE INSTALL CONCRETE INLET PER CITY OF RENTON PWD STD PLAN 200.30 INSTALL MANHOLE PER CITY OF RENTON PWD STD PLAN 400.1 STORM DRAINAGE NOTES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.ALL CATCH BASINS, MANHOLES, AND MAINTENANCE HOLES LOCATED IN A SIDEWALK, WALKING PATH, OR CROSSWALK SHALL BE FITTED WITH A NON-SLIP OR NON-SKID COVER PER PROJECT SPECIFICATIONS. 17 18 19 20 21 22 23 2 8 28 28 28 30 30 32 32 32 32 30 34 34 28 28 28 28 32 SSSSSSSSSSSSSSSSSS SDSDSDSDSDSD SDSDSDSDSD SD UD UD UD UD 19+00 20+00 21+00 22+00 23+00 24+00 3 LF 12" PP SD 19 LF 12" PP SD 118 LF 12" PP SD 58 LF 12" PP SD 134 LF 12" PP SD 40 LF 12" PP SD 40 LF 12" DI SD SDCB (1-14) TYPE 2-48" GRA 22+73.31, 37.74 LT RIM EL = 28.06 9 12 IE = 25.20 (8" NW) IN IE = 25.05 (12" SW) OUT EX SDCB (1-E5) GRA 19+44.83, 27.37 LT RIM EL = 27.39 61 IE = 23.40 (12" NE) IN IE = 23.20 (12" NW) IN IE = 23.40 (6" N) IN IE = 23.30 (12" SE) OUT SDCB (1-11) TYPE 1 GRA 19+35.25, 55.33 LT RIM EL = 27.59 128 IE = 24.53 (12" SW) IN IE = 24.53 (12" SE) OUT EX SDCB (1-E4) GRA 19+35.25, 51.84 LT RIM EL = 27.83 61 IE = 24.50 (12" NW) IN IE = 24.00 (18" NE) IN IE = 24.00 (18" S) OUT SDCB (1-12) TYPE 1 GRA 20+58.75, 55.33 LT RIM EL = 27.82 8 12 IE = 24.44 (18" NW) IN IE = 24.44 (18" SE) OUT SDCB (1-13) TYPE 1 GRA 21+55.71, 55.34 LT RIM EL = 28.11 128 IE = 24.40 (18" NW) IN IE = 24.40 (18" SE) OUT EX SDCB (1-E7) GRA 21+56.68, 52.45 LT RIM EL = 28.11 1 6 IE = 24.40 (18" NW) IN IE = 24.40 (18" SW) OUT SDCB (1-16) TYPE 1 GRA 20+79.60, 38.67 LT RIM EL = 27.50 128 IE = 24.09 (12" NE) IN IE = 24.09 (12" SW) OUT SDCB (1-15) TYPE 1 GRA 22+14.97, 38.67 LT RIM EL = 27.87 128 IE = 24.76 (12" NE) IN IE = 24.76 (12" SW) OUT SDCB (1-17) TYPE 1 GRA 19+60.13, 38.66 LT RIM EL = 27.17 128 IE = 23.50 (12" NE) IN IE = 23.49 (12" SW) OUT EX SDCB (1-E6) GRA 20+60.22, 51.86 LT RIM EL = 27.95 1 6 IE = 24.40 (18" NW) IN IE = 24.40 (18" NE) IN IE = 24.30 (18" SW) OUT 28 . 1 0 ( 1 2 " N E ) O U T C: \ p w _ w o r k d i r \ d e n 0 0 3 \ c h 2 m h i l l _ t l u e h r s \ d 0 6 0 1 3 8 9 \ 1 D R . 0 1 . d w g | L a y o u t : 1 D R . 0 3 PL O T T E D : M a y 2 8 , 2 0 2 4 - 0 3 : 1 3 : 5 8 p m B y t l u e h r s XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ P R O P . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R O W _ R E N T O N . d w g ; X - L E G E N D . d w g ; X - I L _ R E N T O N . d w g ; X - S U R F A C E _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 33200 AD-READY SUBMITTAL 20'40' SCALE: 1" = 40' 0' S GRADY WAY (GRA-LINE) RENTON SEGMENT DRAINAGE PLAN GRA 19+00 TO GRA 24+00 1DR.03 216 J. GREEN H. JOHNSON J. ETULAIN 21 57 17 17 17 17 17 19 4 4 4 4 5 5 5 5 9 LF 3" SD 18 5 21 4" PERFORATED PVC PIPE. SEE RETAINING WALL PLAN AND ELEVATION, SHEET 1R1.07 CLEANOUT IE = 30.30 CLEANOUT IE = 30.30 CLEANOUT IE = 29.80 CLEANOUT IE = 29.40 R-4214216 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 LU A 2 2 0 0 0 2 0 PR 2 1 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214194R-4214192 GENERAL NOTES ADJUST INLET OR CATCH BASIN TO GRADE ADJUST MANHOLE TO GRADE ADJUST STORM DRAIN MANHOLE WITH 1' RISER REMOVE INLET OR CATCH BASIN REMOVE STORM DRAIN PIPE REPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 CONNECTION TO EXISTING DRAINAGE STRUCTURE INSTALL CATCH BASIN TYPE 1 PER CITY OF RENTON PWD STD PLAN 200.00 INSTALL CATCH BASIN TYPE 2 PER CITY OF RENTON PWD STD PLAN 201.00 INSTALL SHALLOW MANHOLE PER CITY OF RENTON PWD STD PLAN 400.2 INSTALL OPEN CURB FACE FRAME AND GRATE PER CITY OF RENTON PWD STD PLAN 203.00 INSTALL RECTANGULAR VANED GRATE PER CITY OF RENTON PWD STD PLAN 204.40 INSTALL RECTANGULAR SOLID COVER PER CITY OF RENTON PWD STD PLAN 204.10 INSTALL 6'x8' MODULAR WETLAND WATER QUALITY UNIT INSTALL 8'x12' MODULAR WETLAND WATER QUALITY UNIT INSTALL FLOW CONTROL STRUCTURE PER CITY OF RENTON PWD STD 237.00 CONNECTION TO EXISTING PIPE INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB DRAIN, PER DETAIL 1, DRAWING NO. 1DRD.02 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, PER DETAIL 1, DRAWING NO. 1DRD.03 INSTALL 7.5'X5.0' OIL WATER SEPARATOR UNIT PER CITY OF RENTON PWD STD 240.10 PLUG EXISTING INLET OR OUTLET DUE TO REMOVAL OF EXISTING STORM DRAINAGE PIPE INSTALL CONCRETE INLET PER CITY OF RENTON PWD STD PLAN 200.30 INSTALL MANHOLE PER CITY OF RENTON PWD STD PLAN 400.1 STORM DRAINAGE NOTES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.ALL CATCH BASINS, MANHOLES, AND MAINTENANCE HOLES LOCATED IN A SIDEWALK, WALKING PATH, OR CROSSWALK SHALL BE FITTED WITH A NON-SLIP OR NON-SKID COVER PER PROJECT SPECIFICATIONS. 17 18 19 20 21 22 23 34 34 32 34 34 34 32 32 34 34 32 3 4 36 36 36 34 34 34 32 32 3030 32 32 32 3 2 32 3 4 34 36 36 L PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL P SS \\ \ \\ \\\ \\ \ \\ \\ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ SDSDSDSDSDSDSD SD SD SD S D 24 + 0 0 25 + 0 0 26 + 0 0 10+0010+00 11+00 12+00 13+00 14+00 4 LF 12" DI SD 200 LF 12" PP SD 31 LF 12" DI SD 31 LF 12" DI SD 41 LF 12" PP SD 16 LF 12" DI SD 11 LF 12" PP SD 7 LF 12" DI SD SDCB (1-21), TYPE 1 8TAL-B 10+73.55, 83.46 RT RIM EL = 31.12 IE = 28.30 (12" NW) OUT EX SDCB (1-E13) TAL-B 10+99.55, 48.22 RT RIM EL = 31.03 61 IE = 28.80 (8" NE) OUT EX SDCB (1-E8) TAL-B 10+82.21, 35.96 LT RIM EL = 31.41 1 6 IE = 28.30 (12" W) OUT SDMH (1-3), 54"23 TAL-B 10+37.73, 24.64 RT RIM EL = 31.38 IE = 27.20 (12" E) IN IE = 26.10 (12" S) IN IE = 25.60 (12" NE) IN IE = 25.60 (18" SE) OUT SDCB (1-22) TYPE 1 TAL-B 10+82.51, 41.16 LT RIM EL = 31.20 118 IE = 28.32 (12" SE) IN IE = 28.32 (12" SW) OUT SDCB (1-23) TYPE 1 TAL-B 12+79.65, 41.15 LT RIM EL = 34.86 8 12 IE = 29.32 (12" NW) OUT SDCB (1-18), TYPE 2-48"9TAL-B 10+43.62, 91.02 RT RIM EL = 30.87 IE = 28.10 (12" SE) IE = 28.60 (6" SW) IN IE = 28.10 (12" N) IE = 28.60 (6" SW) IN IE = 28.10 (12" NE) OUT SDMH (1-2), 48"10TAL-B 10+66.32, 53.74 RT RIM EL = 31.22 IE = 26.31 (12" W) IN IE = 26.31 (12" N) OUT SDCB (1-20), TYPE 18TAL-B 10+42.73, 58.24 RT RIM EL = 31.05 IE = 28.30 (12" W) OUT 6 LF 12" DI SD SDCB (1-19), TYPE 18TAL-B 10+36.68, 89.10 RT RIM EL = 30.78 IE = 28.14 (12" E) IN IE = 28.06 (12" S) OUT IN28.60 IN 28.10 (12" NE) OUT C: \ p w _ w o r k d i r \ d e n 0 0 3 \ c h 2 m h i l l _ t l u e h r s \ d 0 6 0 1 3 8 9 \ 1 D R . 0 1 . d w g | L a y o u t : 1 D R . 0 4 PL O T T E D : M a y 2 8 , 2 0 2 4 - 0 3 : 1 6 : 5 9 p m B y t l u e h r s XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ P R O P . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R O W _ R E N T O N . d w g ; X - L E G E N D . d w g ; X - I L _ R E N T O N . d w g ; X - S U R F A C E _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 33200 AD-READY SUBMITTAL 20'40' SCALE: 1" = 40' 0' S G R A D Y W A Y TALBOT RD S (TAL-B-LINE) (G R A - L I N E ) RENTON SEGMENT DRAINAGE PLAN GRA 24+00 TO TAL-B 14+00 1DR.04 217 J. GREEN H. JOHNSON J. ETULAIN OWS (1-1), 7.50'x5.00' TAL-B 10+46.34, 79.46'RT RIM EL=30.33 IE=28.04 (12" S) IN IE=27.81 (12" N) OUT TREATMENT MW (1-1) TAL-B 10+57.53, 64.61'RT RIM EL=30.59 IE=27.71 (12" S) IN IE=26.38 (12" N) OUT 14 17 7 220 1 58 LF 6" DI SD R-4214217 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 17 1717 L8 A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 06/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214195R-4214192 GENERAL NOTES ADJUST INLET OR CATCH BASIN TO GRADE ADJUST MANHOLE TO GRADE ADJUST STORM DRAIN MANHOLE WITH 1' RISER REMOVE INLET OR CATCH BASIN REMOVE STORM DRAIN PIPE REPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 CONNECTION TO EXISTING DRAINAGE STRUCTURE INSTALL CATCH BASIN TYPE 1 PER CITY OF RENTON PWD STD PLAN 200.00 INSTALL CATCH BASIN TYPE 2 PER CITY OF RENTON PWD STD PLAN 201.00 INSTALL SHALLOW MANHOLE PER CITY OF RENTON PWD STD PLAN 400.2 INSTALL OPEN CURB FACE FRAME AND GRATE PER CITY OF RENTON PWD STD PLAN 203.00 INSTALL RECTANGULAR VANED GRATE PER CITY OF RENTON PWD STD PLAN 204.40 INSTALL RECTANGULAR SOLID COVER PER CITY OF RENTON PWD STD PLAN 204.10 INSTALL 6'x8' MODULAR WETLAND WATER QUALITY UNIT INSTALL 8'x12' MODULAR WETLAND WATER QUALITY UNIT INSTALL FLOW CONTROL STRUCTURE PER CITY OF RENTON PWD STD 237.00 CONNECTION TO EXISTING PIPE INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB DRAIN, PER DETAIL 1, DRAWING NO. 1DRD.02 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, PER DETAIL 1, DRAWING NO. 1DRD.03 INSTALL 7.5'X5.0' OIL WATER SEPARATOR UNIT PER CITY OF RENTON PWD STD 240.10 PLUG EXISTING INLET OR OUTLET DUE TO REMOVAL OF EXISTING STORM DRAINAGE PIPE INSTALL CONCRETE INLET PER CITY OF RENTON PWD STD PLAN 200.30 INSTALL MANHOLE PER CITY OF RENTON PWD STD PLAN 400.1 STORM DRAINAGE NOTES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.ALL CATCH BASINS, MANHOLES, AND MAINTENANCE HOLES LOCATED IN A SIDEWALK, WALKING PATH, OR CROSSWALK SHALL BE FITTED WITH A NON-SLIP OR NON-SKID COVER PER PROJECT SPECIFICATIONS. 17 18 19 20 21 22 23 34 34 32 34 36 32 34 32 32 32 32 3 4 34 32 32 32 32 3 6 3232 32 34 3434 36 3 4 34 34 32 PS E E A S E M E N T P E R NO . 8 2 0 8 2 7 0 3 5 8 FI R E E A S E M E N T P E R NO . 8 6 1 2 2 2 1 3 1 0 FI R E E A S E M E N T P E R NO . 8 6 1 2 2 2 1 3 1 0 WA T E R L I N E E A S E M E N T P E R NO . 8 7 1 0 0 9 0 4 4 8 PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL SD SD SDSDSDSD 14+00 15+00 16+00 17+00 18+00 70 LF 12" PP SD 116 LF 12" DI SD SDCB (1-24) TYPE 1 TAL-B 15+17.80, 40.31 LT RIM EL = 33.45 128 IE = 29.67 (12" S) OUT SDCB (1-26) TYPE 1 TAL-B 15+39.27, 40.28 LT RIM EL = 33.36 128 IE = 29.55 (12" N) IN IE = 29.55 (12" S) IN IE = 29.55 (12" W) OUT SDCB (1-27), CONC INLET22TAL-B 18+44.23, 40.47 RT RIM EL = 31.44 SDCB (1-25) TYPE 1 TAL-B 16+48.68, 40.34 LT RIM EL = 32.13 8 11 IE = 30.13 (12" N) OUT EX SDCB (1-E10)1 TAL-B 15+38.87, 29.59 RT RIM EL = 32.76 IE = 29.20 (12" E) IN IE = 29.20 (12" S) OUT 23 LF 12" PP SD C: \ p w _ w o r k d i r \ d e n 0 0 3 \ c h 2 m h i l l _ t l u e h r s \ d 0 6 0 1 3 8 9 \ 1 D R . 0 1 . d w g | L a y o u t : 1 D R . 0 5 PL O T T E D : M a y 2 8 , 2 0 2 4 - 0 3 : 1 9 : 4 9 p m B y t l u e h r s XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ P R O P . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R O W _ R E N T O N . d w g ; X - L E G E N D . d w g ; X - I L _ R E N T O N . d w g ; X - S U R F A C E _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 33200 AD-READY SUBMITTAL 20'40' SCALE: 1" = 40' 0' TALBOT RD S (TAL-B-LINE) RENTON SEGMENT DRAINAGE PLAN TAL-B 14+00 TO TAL-B 18+50 1DR.05 218 J. GREEN H. JOHNSON J. ETULAIN 4 4 7 5 2 4 5 17 5 4 R-4214218 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 L8 A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214196R-4214192 GENERAL NOTES ADJUST INLET OR CATCH BASIN TO GRADE ADJUST MANHOLE TO GRADE ADJUST STORM DRAIN MANHOLE WITH 1' RISER REMOVE INLET OR CATCH BASIN REMOVE STORM DRAIN PIPE REPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 CONNECTION TO EXISTING DRAINAGE STRUCTURE INSTALL CATCH BASIN TYPE 1 PER CITY OF RENTON PWD STD PLAN 200.00 INSTALL CATCH BASIN TYPE 2 PER CITY OF RENTON PWD STD PLAN 201.00 INSTALL SHALLOW MANHOLE PER CITY OF RENTON PWD STD PLAN 400.2 INSTALL OPEN CURB FACE FRAME AND GRATE PER CITY OF RENTON PWD STD PLAN 203.00 INSTALL RECTANGULAR VANED GRATE PER CITY OF RENTON PWD STD PLAN 204.40 INSTALL RECTANGULAR SOLID COVER PER CITY OF RENTON PWD STD PLAN 204.10 INSTALL 6'x8' MODULAR WETLAND WATER QUALITY UNIT INSTALL 8'x12' MODULAR WETLAND WATER QUALITY UNIT INSTALL FLOW CONTROL STRUCTURE PER CITY OF RENTON PWD STD 237.00 CONNECTION TO EXISTING PIPE INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB DRAIN, PER DETAIL 1, DRAWING NO. 1DRD.02 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, PER DETAIL 1, DRAWING NO. 1DRD.03 INSTALL 7.5'X5.0' OIL WATER SEPARATOR UNIT PER CITY OF RENTON PWD STD 240.10 PLUG EXISTING INLET OR OUTLET DUE TO REMOVAL OF EXISTING STORM DRAINAGE PIPE INSTALL CONCRETE INLET PER CITY OF RENTON PWD STD PLAN 200.30 INSTALL MANHOLE PER CITY OF RENTON PWD STD PLAN 400.1 STORM DRAINAGE NOTES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.ALL CATCH BASINS, MANHOLES, AND MAINTENANCE HOLES LOCATED IN A SIDEWALK, WALKING PATH, OR CROSSWALK SHALL BE FITTED WITH A NON-SLIP OR NON-SKID COVER PER PROJECT SPECIFICATIONS. 17 18 19 20 21 22 23 34 32 32 3 2 32 32 32 32 32 32 32 3 2 34 3 4 34 3 4 3 2 32 32 32 34 34 32 32 32 30 30 32 32 32 19+00 20+00 21+00 22+00 23+00 SD S DSD EX SDCB (1-E11)1TAL-B 20+46.20, 41.08 RT RIM EL = 31.19 IE = 28.60 (12" E) IE = 28.86 (12" NW) SDCB (1-29) CONC INLET 22TAL-B 19+34.16, 40.31 RT RIM EL = 31.22 IE = 28.22 (12" E) SDCB (1-28B) CB TYPE 2-54" TAL-B 19+40.70, 3.53 RT RIM EL = 32.17 9 13 IE = 25.61 (36" S) IE = 28.06 (12" W) IE = 25.61 (36" N) SDCB (1-28D) CB TYPE 2-48" TAL-B 20+32.31, 3.57 RT RIM EL = 32.06 139 IE = 28.53 (12" W) IN IE = 28.53 (12" NW) OUT SDCB (1-28C) CB TYPE 2-54" TAL-B 20+09.14, 3.54 RT RIM EL = 32.11 9 13 IE = 27.11 (12" SW) IE = 25.61 (36" N) FCS (1-28A) SDMH 54" TAL-B 18+72.40, 3.53 RT RIM EL = 32.32 169 IE = 25.61 (12" W) IE = 25.61 (36" S) 48 LF 12" PP SD 2 LF 36" SRPE SD 37 LF 12" PP SD 2 LF 36" SRPE SD 2 LF 36" SRPE SD 60 LF 48" SRPE SD 40 LF 12" DI SD 6 LF 12" PP SD 7 LF 12" PP SD 2 LF 36" SRPE SD EX SDMH (1-E2)2TAL-B 18+60.40, 49.85 RT RIM EL = 33.78 IE = 23.80 (12" E) IE = 26.50 (12" S) 60 LF 48" SRPE SD OUT IN OUT IN IE = 23.55 (15" W) OUT OUT IN OUT IN IN IN IN C: \ p w _ w o r k d i r \ d e n 0 0 3 \ c h 2 m h i l l _ t l u e h r s \ d 0 6 0 1 3 8 9 \ 1 D R . 1 0 . d w g | L a y o u t : 1 D R . 0 6 PL O T T E D : M a y 2 8 , 2 0 2 4 - 0 3 : 2 2 : 3 4 p m B y t l u e h r s XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R O W _ P R O P . d w g ; X - R O W _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - P V _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - S U R F A C E _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 33200 AD-READY SUBMITTAL 20'40' SCALE: 1" = 40' 0' TALBOT RD S I - 4 0 5 S B O F F - R A M P (TAL-B-LINE) S R E N T O N V I L L A G E P L RENTON SEGMENT DRAINAGE PLAN TAL-B 18+50 TO TAL-B 23+50 1DR.06 219 J. GREEN H. JOHNSON J. ETULAIN TREATMENT MW (1-2) TAL-B 20+21.84, 3.53 RT RIM EL=32.68 IE=28.51 (12" S) IN IE=27.18 (12" N) OUT 7 7 5 1 15 21 R-4214219 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 L8 A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214197 GENERAL NOTES ADJUST INLET OR CATCH BASIN TO GRADE ADJUST MANHOLE TO GRADE ADJUST STORM DRAIN MANHOLE WITH 1' RISER REMOVE INLET OR CATCH BASIN REMOVE STORM DRAIN PIPE REPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 CONNECTION TO EXISTING DRAINAGE STRUCTURE INSTALL CATCH BASIN TYPE 1 PER CITY OF RENTON PWD STD PLAN 200.00 INSTALL CATCH BASIN TYPE 2 PER CITY OF RENTON PWD STD PLAN 201.00 INSTALL SHALLOW MANHOLE PER CITY OF RENTON PWD STD PLAN 400.2 INSTALL OPEN CURB FACE FRAME AND GRATE PER CITY OF RENTON PWD STD PLAN 203.00 INSTALL RECTANGULAR VANED GRATE PER CITY OF RENTON PWD STD PLAN 204.40 INSTALL RECTANGULAR SOLID COVER PER CITY OF RENTON PWD STD PLAN 204.10 INSTALL 6'x8' MODULAR WETLAND WATER QUALITY UNIT INSTALL 8'x12' MODULAR WETLAND WATER QUALITY UNIT INSTALL FLOW CONTROL STRUCTURE PER CITY OF RENTON PWD STD 237.00 CONNECTION TO EXISTING PIPE INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB DRAIN, PER DETAIL 1, DRAWING NO. 1DRD.02 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, PER DETAIL 1, DRAWING NO. 1DRD.03 INSTALL 7.5'X5.0' OIL WATER SEPARATOR UNIT PER CITY OF RENTON PWD STD 240.10 PLUG EXISTING INLET OR OUTLET DUE TO REMOVAL OF EXISTING STORM DRAINAGE PIPE INSTALL CONCRETE INLET PER CITY OF RENTON PWD STD PLAN 200.30 INSTALL MANHOLE PER CITY OF RENTON PWD STD PLAN 400.1 STORM DRAINAGE NOTES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.ALL CATCH BASINS, MANHOLES, AND MAINTENANCE HOLES LOCATED IN A SIDEWALK, WALKING PATH, OR CROSSWALK SHALL BE FITTED WITH A NON-SLIP OR NON-SKID COVER PER PROJECT SPECIFICATIONS. 17 18 19 20 21 22 23 Wa t e r V a l v e 65 2 8 3 93 . 1 5 82 84 86 88 8 4 8 6 8 8 86 9 2 9 0 92 9 0 9 4 9 6 94 94 96 10 0 98 10 6 10 4 10 2 102 100 98 96 94 84 33+00 34+00 35+00 36+00 37+00 38+00 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ c h 2 m h i l l _ t l u e h r s \ d 0 6 0 1 3 8 9 \ 1 D R . 1 0 . d w g | L a y o u t : 1 D R . 0 7 PL O T T E D : M a y 2 8 , 2 0 2 4 - 0 3 : 2 4 : 2 5 p m B y t l u e h r s XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R O W _ P R O P . d w g ; X - R O W _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - P V _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - S U R F A C E _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 33200 AD-READY SUBMITTAL 20'40' SCALE: 1" = 40' 0' BENSON DR S (SR 515) S P U G E T D R S 1 5 T H S T (TAL-B-LINE) RENTON SEGMENT DRAINAGE PLAN TAL-B 33+00 TO TAL-B 38+00 1DR.07 220 J. GREEN H. JOHNSON J. ETULAIN NO PROPOSED DRAINAGE IMPROVEMENTS ON THIS SHEET R-4214220 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 L8 A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214198 GENERAL NOTES ADJUST INLET OR CATCH BASIN TO GRADE ADJUST MANHOLE TO GRADE ADJUST STORM DRAIN MANHOLE WITH 1' RISER REMOVE INLET OR CATCH BASIN REMOVE STORM DRAIN PIPE REPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 CONNECTION TO EXISTING DRAINAGE STRUCTURE INSTALL CATCH BASIN TYPE 1 PER CITY OF RENTON PWD STD PLAN 200.00 INSTALL CATCH BASIN TYPE 2 PER CITY OF RENTON PWD STD PLAN 201.00 INSTALL SHALLOW MANHOLE PER CITY OF RENTON PWD STD PLAN 400.2 INSTALL OPEN CURB FACE FRAME AND GRATE PER CITY OF RENTON PWD STD PLAN 203.00 INSTALL RECTANGULAR VANED GRATE PER CITY OF RENTON PWD STD PLAN 204.40 INSTALL RECTANGULAR SOLID COVER PER CITY OF RENTON PWD STD PLAN 204.10 INSTALL 6'x8' MODULAR WETLAND WATER QUALITY UNIT INSTALL 8'x12' MODULAR WETLAND WATER QUALITY UNIT INSTALL FLOW CONTROL STRUCTURE PER CITY OF RENTON PWD STD 237.00 CONNECTION TO EXISTING PIPE INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB DRAIN, PER DETAIL 1, DRAWING NO. 1DRD.02 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, PER DETAIL 1, DRAWING NO. 1DRD.03 INSTALL 7.5'X5.0' OIL WATER SEPARATOR UNIT PER CITY OF RENTON PWD STD 240.10 PLUG EXISTING INLET OR OUTLET DUE TO REMOVAL OF EXISTING STORM DRAINAGE PIPE INSTALL CONCRETE INLET PER CITY OF RENTON PWD STD PLAN 200.30 INSTALL MANHOLE PER CITY OF RENTON PWD STD PLAN 400.1 STORM DRAINAGE NOTES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.ALL CATCH BASINS, MANHOLES, AND MAINTENANCE HOLES LOCATED IN A SIDEWALK, WALKING PATH, OR CROSSWALK SHALL BE FITTED WITH A NON-SLIP OR NON-SKID COVER PER PROJECT SPECIFICATIONS. 17 18 19 20 21 22 23 198 196 198 200 202 196 190 192 194 202 200 198 196 192 1 9 4 194 200 182 184 186 188 1 8 6 1 8 4 1 8 2 18 8 190192 194 196 198 200 190 186 18 6 186 192 194 196 19 4 24+00 25+00 26+00 27+00 28+00 29+00 SDCB (1-30) CONC INLET 22TAL-21 25+47.37, 33.93 LT RIM EL = 194.97 IE = 191.97 (12" N) OUT 19 LF 12" DI SD EX SDCB (1-E12) TAL-21 25+32.69, 21.30 LT RIM EL = 195.73 IE = 191.19 (12" S) IN IE = 192.90 (12" NE) IN IE = 191.20 (12" SW) OUT C: \ p w _ w o r k d i r \ d e n 0 0 3 \ c h 2 m h i l l _ t l u e h r s \ d 0 6 0 1 3 8 9 \ 1 D R . 1 0 . d w g | L a y o u t : 1 D R . 0 8 PL O T T E D : J u n 0 4 , 2 0 2 4 - 0 2 : 4 0 : 0 2 p m B y t l u e h r s XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R O W _ P R O P . d w g ; X - R O W _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - P V _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - S U R F A C E _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 33200 AD-READY SUBMITTAL 20'40' SCALE: 1" = 40' 0' TALBOT RD S S 2 3 R D S T (TAL-21-LINE) TA L B O T C R E S T D R S RENTON SEGMENT DRAINAGE PLAN TAL-21 24+00 TO TAL-21 29+00 1DR.08 221 J. GREEN H. JOHNSON J. ETULAIN 4 5 1212 7 R-4214221 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 L8 A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214199 GENERAL NOTES ADJUST INLET OR CATCH BASIN TO GRADE ADJUST MANHOLE TO GRADE ADJUST STORM DRAIN MANHOLE WITH 1' RISER REMOVE INLET OR CATCH BASIN REMOVE STORM DRAIN PIPE REPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 CONNECTION TO EXISTING DRAINAGE STRUCTURE INSTALL CATCH BASIN TYPE 1 PER CITY OF RENTON PWD STD PLAN 200.00 INSTALL CATCH BASIN TYPE 2 PER CITY OF RENTON PWD STD PLAN 201.00 INSTALL SHALLOW MANHOLE PER CITY OF RENTON PWD STD PLAN 400.2 INSTALL OPEN CURB FACE FRAME AND GRATE PER CITY OF RENTON PWD STD PLAN 203.00 INSTALL RECTANGULAR VANED GRATE PER CITY OF RENTON PWD STD PLAN 204.40 INSTALL RECTANGULAR SOLID COVER PER CITY OF RENTON PWD STD PLAN 204.10 INSTALL 6'x8' MODULAR WETLAND WATER QUALITY UNIT INSTALL 8'x12' MODULAR WETLAND WATER QUALITY UNIT INSTALL FLOW CONTROL STRUCTURE PER CITY OF RENTON PWD STD 237.00 CONNECTION TO EXISTING PIPE INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB DRAIN, PER DETAIL 1, DRAWING NO. 1DRD.02 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, PER DETAIL 1, DRAWING NO. 1DRD.03 INSTALL 7.5'X5.0' OIL WATER SEPARATOR UNIT PER CITY OF RENTON PWD STD 240.10 PLUG EXISTING INLET OR OUTLET DUE TO REMOVAL OF EXISTING STORM DRAINAGE PIPE INSTALL CONCRETE INLET PER CITY OF RENTON PWD STD PLAN 200.30 INSTALL MANHOLE PER CITY OF RENTON PWD STD PLAN 400.1 STORM DRAINAGE NOTES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.ALL CATCH BASINS, MANHOLES, AND MAINTENANCE HOLES LOCATED IN A SIDEWALK, WALKING PATH, OR CROSSWALK SHALL BE FITTED WITH A NON-SLIP OR NON-SKID COVER PER PROJECT SPECIFICATIONS. 17 18 19 20 21 22 23 92 94 96 98 1 0 0 102 104 106 108 102 104 106 9 6 92 94 96 96 94 96 98 100 102 1 0 0 100 1009698 54+00 55+00 56+00 57+00 58+00 59+00 UD UD UD UD C: \ p w _ w o r k d i r \ d e n 0 0 3 \ c h 2 m h i l l _ t l u e h r s \ d 0 6 0 1 3 8 9 \ 1 D R . 1 0 . d w g | L a y o u t : 1 D R . 0 9 PL O T T E D : M a y 2 8 , 2 0 2 4 - 0 3 : 2 8 : 0 6 p m B y t l u e h r s XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R O W _ P R O P . d w g ; X - R O W _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - P V _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - S U R F A C E _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 33200 AD-READY SUBMITTAL 20'40' SCALE: 1" = 40' 0' TALBOT RD S (TAL-21-LINE) S 3 2 N D S T RENTON SEGMENT DRAINAGE PLAN TAL-21 54+00 TO TAL-21 59+00 1DR.09 222 J. GREEN H. JOHNSON J. ETULAIN 4" PERFORATED PVC PIPE. SEE RETAINING WALL PLAN AND ELEVATION, SHEET 1R1.02 UNDERDRAIN IE = 95.55 WHERE DAYLIGHTING TO LANDSCAPED AREA CLEANOUT IE = 95.85 CLEANOUT IE = 95.6 CLEANOUT IE = 95.65 CLEANOUT IE = 95.85 R-4214222 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214200 GENERAL NOTES ADJUST INLET OR CATCH BASIN TO GRADE ADJUST MANHOLE TO GRADE ADJUST STORM DRAIN MANHOLE WITH 1' RISER REMOVE INLET OR CATCH BASIN REMOVE STORM DRAIN PIPE REPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 CONNECTION TO EXISTING DRAINAGE STRUCTURE INSTALL CATCH BASIN TYPE 1 PER CITY OF RENTON PWD STD PLAN 200.00 INSTALL CATCH BASIN TYPE 2 PER CITY OF RENTON PWD STD PLAN 201.00 INSTALL SHALLOW MANHOLE PER CITY OF RENTON PWD STD PLAN 400.2 INSTALL OPEN CURB FACE FRAME AND GRATE PER CITY OF RENTON PWD STD PLAN 203.00 INSTALL RECTANGULAR VANED GRATE PER CITY OF RENTON PWD STD PLAN 204.40 INSTALL RECTANGULAR SOLID COVER PER CITY OF RENTON PWD STD PLAN 204.10 INSTALL 6'x8' MODULAR WETLAND WATER QUALITY UNIT INSTALL 8'x12' MODULAR WETLAND WATER QUALITY UNIT INSTALL FLOW CONTROL STRUCTURE PER CITY OF RENTON PWD STD 237.00 CONNECTION TO EXISTING PIPE INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB DRAIN, PER DETAIL 1, DRAWING NO. 1DRD.02 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, PER DETAIL 1, DRAWING NO. 1DRD.03 INSTALL 7.5'X5.0' OIL WATER SEPARATOR UNIT PER CITY OF RENTON PWD STD 240.10 PLUG EXISTING INLET OR OUTLET DUE TO REMOVAL OF EXISTING STORM DRAINAGE PIPE INSTALL CONCRETE INLET PER CITY OF RENTON PWD STD PLAN 200.30 INSTALL MANHOLE PER CITY OF RENTON PWD STD PLAN 400.1 STORM DRAINAGE NOTES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.ALL CATCH BASINS, MANHOLES, AND MAINTENANCE HOLES LOCATED IN A SIDEWALK, WALKING PATH, OR CROSSWALK SHALL BE FITTED WITH A NON-SLIP OR NON-SKID COVER PER PROJECT SPECIFICATIONS. 17 18 19 20 21 22 23 86 88 90 92 94 96 92 90 92 94 94 96 98 100 92 94 96 92 94 94 94 94 96 96 96 98 96 96 9 4 94 94 94 94 9 4 92 72+00 73+00 74+00 75+00 76+00 SDSDCB (1-33) TYPE 1 TAL-21 75+48.98, 36.40 RT RIM EL = 93.91 8 12 IE = 92.35 (12" S) OUT SDCB (1-34) TYPE 1 TAL-21 75+86.65, 36.85 RT RIM EL = 94.02 8 12 IE = 92.00 (12" N) IN IE = 92.00 (12" E) OUT SDCB (1-31) TYPE 1 TAL-21 73+71.42, 23.19 RT RIM EL = 93.02 128 IE = 90.80 (8" E) OUT 38 LF 12" DI SD C: \ p w _ w o r k d i r \ d e n 0 0 3 \ c h 2 m h i l l _ t l u e h r s \ d 0 6 0 1 3 8 9 \ 1 D R . 1 0 . d w g | L a y o u t : 1 D R . 1 0 PL O T T E D : M a y 2 8 , 2 0 2 4 - 0 3 : 3 0 : 0 0 p m B y t l u e h r s XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R O W _ P R O P . d w g ; X - R O W _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - P V _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - S U R F A C E _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 33200 AD-READY SUBMITTAL 20'40' SCALE: 1" = 40' 0' TALBOT RD S S 3 7 T H S T S 3 7 T H S T S 3 8 T H C T S 3 8 T H C T (TAL-21-LINE) RENTON SEGMENT DRAINAGE PLAN TAL-21 71+00 TO TAL-21 76+00 1DR.10 223 J. GREEN H. JOHNSON J. ETULAIN 1 1 1 17 17 4 4 4 5 1 R-4214223 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 L8 A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214201 GENERAL NOTES ADJUST INLET OR CATCH BASIN TO GRADE ADJUST MANHOLE TO GRADE ADJUST STORM DRAIN MANHOLE WITH 1' RISER REMOVE INLET OR CATCH BASIN REMOVE STORM DRAIN PIPE REPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 CONNECTION TO EXISTING DRAINAGE STRUCTURE INSTALL CATCH BASIN TYPE 1 PER CITY OF RENTON PWD STD PLAN 200.00 INSTALL CATCH BASIN TYPE 2 PER CITY OF RENTON PWD STD PLAN 201.00 INSTALL SHALLOW MANHOLE PER CITY OF RENTON PWD STD PLAN 400.2 INSTALL OPEN CURB FACE FRAME AND GRATE PER CITY OF RENTON PWD STD PLAN 203.00 INSTALL RECTANGULAR VANED GRATE PER CITY OF RENTON PWD STD PLAN 204.40 INSTALL RECTANGULAR SOLID COVER PER CITY OF RENTON PWD STD PLAN 204.10 INSTALL 6'x8' MODULAR WETLAND WATER QUALITY UNIT INSTALL 8'x12' MODULAR WETLAND WATER QUALITY UNIT INSTALL FLOW CONTROL STRUCTURE PER CITY OF RENTON PWD STD 237.00 CONNECTION TO EXISTING PIPE INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB DRAIN, PER DETAIL 1, DRAWING NO. 1DRD.02 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, PER DETAIL 1, DRAWING NO. 1DRD.03 INSTALL 7.5'X5.0' OIL WATER SEPARATOR UNIT PER CITY OF RENTON PWD STD 240.10 PLUG EXISTING INLET OR OUTLET DUE TO REMOVAL OF EXISTING STORM DRAINAGE PIPE INSTALL CONCRETE INLET PER CITY OF RENTON PWD STD PLAN 200.30 INSTALL MANHOLE PER CITY OF RENTON PWD STD PLAN 400.1 STORM DRAINAGE NOTES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.ALL CATCH BASINS, MANHOLES, AND MAINTENANCE HOLES LOCATED IN A SIDEWALK, WALKING PATH, OR CROSSWALK SHALL BE FITTED WITH A NON-SLIP OR NON-SKID COVER PER PROJECT SPECIFICATIONS. 17 18 19 20 21 22 23 1 1 2 11 0 108 108 106 104 108 11 0 112 112 108 106 112 110 110 104 106 108 11 0 86+00 87+00 88+00 89+00 90+00 91+00 UD UD UD UDUD S D SDCB (1-35) TYPE 1 TAL-21 89+06.19, 21.99 RT RIM EL = 108.42 118 IE = 105.97 (12" E) OUT SDCB (1-36) TYPE 1 TAL-21 88+86.30, 21.92 LT RIM EL = 108.63 128 IE = 105.73 (12" W) IN IE = 105.73 (12" S) OUT SDMH (1-4) 48"10TAL-21 88+94.27, 25.98 LT RIM EL = 109.09 IE = 105.70 (12" N) IN IE = 105.70 (12" S) IN IE = 105.70 (12" N) OUT 48 LF 12" DI SD 9 LF 12" DI SDSDCB (1-32) TYPE 1 TAL-21 88+11.86, 24.14 LT RIM EL = 108.48 8 13 IE = 104.71 (12" S) IN IE = 104.71 (12" N) OUT C: \ p w _ w o r k d i r \ d e n 0 0 3 \ c h 2 m h i l l _ t l u e h r s \ d 0 6 0 1 3 8 9 \ 1 D R . 1 0 . d w g | L a y o u t : 1 D R . 1 1 PL O T T E D : M a y 2 8 , 2 0 2 4 - 0 3 : 3 2 : 0 7 p m B y t l u e h r s XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R O W _ P R O P . d w g ; X - R O W _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - P V _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - S U R F A C E _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 33200 AD-READY SUBMITTAL 20'40' SCALE: 1" = 40' 0' TALBOT RD S (TAL-21-LINE) RENTON SEGMENT DRAINAGE PLAN TAL-21 86+00 TO TAL-21 91+00 1DR.11 224 J. GREEN H. JOHNSON J. ETULAIN 181 18 9 LF 3" SD 9 LF 3" SD 4" PERFORATED PVC PIPE. SEE RETAINING WALL PLAN AND ELEVATION, SHEET 1R1.04 UNDERDRAIN IE = 106.00 AT LOW POINT OF WALL, DAYLIGHT TO LANDSCAPED AREA 4" PERFORATED PVC PIPE. SEE RETAINING WALL PLAN AND ELEVATION, SHEET 1R1.03 10 LF 4" PVC UD CLEANOUT IE = 109.87 CLEANOUT IE = 110.37 CLEANOUT IE = 106.04 CLEANOUT IE = 106.00 CLEANOUT IE = 106.31 17 17 17 17 R-4214224 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214202 GENERAL NOTES ADJUST INLET OR CATCH BASIN TO GRADE ADJUST MANHOLE TO GRADE ADJUST STORM DRAIN MANHOLE WITH 1' RISER REMOVE INLET OR CATCH BASIN REMOVE STORM DRAIN PIPE REPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 CONNECTION TO EXISTING DRAINAGE STRUCTURE INSTALL CATCH BASIN TYPE 1 PER CITY OF RENTON PWD STD PLAN 200.00 INSTALL CATCH BASIN TYPE 2 PER CITY OF RENTON PWD STD PLAN 201.00 INSTALL SHALLOW MANHOLE PER CITY OF RENTON PWD STD PLAN 400.2 INSTALL OPEN CURB FACE FRAME AND GRATE PER CITY OF RENTON PWD STD PLAN 203.00 INSTALL RECTANGULAR VANED GRATE PER CITY OF RENTON PWD STD PLAN 204.40 INSTALL RECTANGULAR SOLID COVER PER CITY OF RENTON PWD STD PLAN 204.10 INSTALL 6'x8' MODULAR WETLAND WATER QUALITY UNIT INSTALL 8'x12' MODULAR WETLAND WATER QUALITY UNIT INSTALL FLOW CONTROL STRUCTURE PER CITY OF RENTON PWD STD 237.00 CONNECTION TO EXISTING PIPE INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB DRAIN, PER DETAIL 1, DRAWING NO. 1DRD.02 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, PER DETAIL 1, DRAWING NO. 1DRD.03 INSTALL 7.5'X5.0' OIL WATER SEPARATOR UNIT PER CITY OF RENTON PWD STD 240.10 PLUG EXISTING INLET OR OUTLET DUE TO REMOVAL OF EXISTING STORM DRAINAGE PIPE INSTALL CONCRETE INLET PER CITY OF RENTON PWD STD PLAN 200.30 INSTALL MANHOLE PER CITY OF RENTON PWD STD PLAN 400.1 STORM DRAINAGE NOTES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.ALL CATCH BASINS, MANHOLES, AND MAINTENANCE HOLES LOCATED IN A SIDEWALK, WALKING PATH, OR CROSSWALK SHALL BE FITTED WITH A NON-SLIP OR NON-SKID COVER PER PROJECT SPECIFICATIONS. 17 18 19 20 21 22 23 240 242 244 246 248 250 252 254 256 258 260 26 2 26 4 26 6 26 8 27 0 27 2 27 4 27 6 27 8 28 0 266 264 262260 258 25024824624424 224 023 8 236 252 254 256 234 232 230 24 4 2 4 6 2 4 8 25 0 250 2 5 4 25 6 2 5 8 248 260 26 2 264 266 268 270 2 5 2 25 4 26 0 32+ 0 0 33+00 34+00 35+00 36+00 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ c h 2 m h i l l _ t l u e h r s \ d 0 6 0 1 3 8 9 \ 1 D R . 1 0 . d w g | L a y o u t : 1 D R . 1 2 PL O T T E D : M a y 2 8 , 2 0 2 4 - 0 3 : 3 4 : 1 6 p m B y t l u e h r s XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R O W _ P R O P . d w g ; X - R O W _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - P V _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - S U R F A C E _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 33200 AD-READY SUBMITTAL 20'40' SCALE: 1" = 40' 0' SE CARR RD MILL A V E S WE L L S A V E S (CAR-LINE) RENTON SEGMENT DRAINAGE PLAN CAR 32+00 TO CAR 36+50 1DR.12 225 J. GREEN H. JOHNSON J. ETULAIN NO PROPOSED DRAINAGE IMPROVEMENTS ON THIS SHEET R-4214225 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 L8 A 2 2 0 0 0 2 6 0 PR 2 1 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214203 GENERAL NOTES ADJUST INLET OR CATCH BASIN TO GRADE ADJUST MANHOLE TO GRADE ADJUST STORM DRAIN MANHOLE WITH 1' RISER REMOVE INLET OR CATCH BASIN REMOVE STORM DRAIN PIPE REPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 CONNECTION TO EXISTING DRAINAGE STRUCTURE INSTALL CATCH BASIN TYPE 1 PER CITY OF RENTON PWD STD PLAN 200.00 INSTALL CATCH BASIN TYPE 2 PER CITY OF RENTON PWD STD PLAN 201.00 INSTALL SHALLOW MANHOLE PER CITY OF RENTON PWD STD PLAN 400.2 INSTALL OPEN CURB FACE FRAME AND GRATE PER CITY OF RENTON PWD STD PLAN 203.00 INSTALL RECTANGULAR VANED GRATE PER CITY OF RENTON PWD STD PLAN 204.40 INSTALL RECTANGULAR SOLID COVER PER CITY OF RENTON PWD STD PLAN 204.10 INSTALL 6'x8' MODULAR WETLAND WATER QUALITY UNIT INSTALL 8'x12' MODULAR WETLAND WATER QUALITY UNIT INSTALL FLOW CONTROL STRUCTURE PER CITY OF RENTON PWD STD 237.00 CONNECTION TO EXISTING PIPE INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB DRAIN, PER DETAIL 1, DRAWING NO. 1DRD.02 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, PER DETAIL 1, DRAWING NO. 1DRD.03 INSTALL 7.5'X5.0' OIL WATER SEPARATOR UNIT PER CITY OF RENTON PWD STD 240.10 PLUG EXISTING INLET OR OUTLET DUE TO REMOVAL OF EXISTING STORM DRAINAGE PIPE INSTALL CONCRETE INLET PER CITY OF RENTON PWD STD PLAN 200.30 INSTALL MANHOLE PER CITY OF RENTON PWD STD PLAN 400.1 STORM DRAINAGE NOTES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.ALL CATCH BASINS, MANHOLES, AND MAINTENANCE HOLES LOCATED IN A SIDEWALK, WALKING PATH, OR CROSSWALK SHALL BE FITTED WITH A NON-SLIP OR NON-SKID COVER PER PROJECT SPECIFICATIONS. 17 18 19 20 21 22 23 3 6 0 3 5 8 3 5 6 3 5 4 3 5 2 3 5 0 3 4 8 3 4 6 3 4 4 3 4 2 3 4 0 3 3 8 3 3 6 340 342 340 338 34 8 346 35 0 352 352 350 354 356 35 4 35 4 356 364 366 368 370 372 362 36 0 358 352 3 4 8 3 4 6 3 5 0 3 5 2 34 2 34 4 3 4 6 34 8 354 350 3 5 2 352 35 4 43+00 44+00 45+00 46+00 47+0010 + 0 0 11 + 0 0 SDCB (1-36x) TYPE 1 8CAR 43+41.88, 21.24 RT RIM EL = 340.22 EX SDMH (1-E3)2105TH 10+88.32, 35.52 RT RIM EL = 350.77 IE = 345.71 (12" E) IN IE = 338.20 (36" SE) IN IE = 336.30 (36" SW) OUT SDCB (1-37) TYPE 1 105TH 10+92.38, 22.78 RT RIM EL = 350.31 8 12 IE = 346.92 (12" E) IN IE = 346.92 (12" W) OUT SDCB (1-39) TYPE 1 105TH 10+08.85, 32.99 LT RIM EL = 351.11 128 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ c h 2 m h i l l _ t l u e h r s \ d 0 6 0 1 3 8 9 \ 1 D R . 1 0 . d w g | L a y o u t : 1 D R . 1 3 PL O T T E D : M a y 2 8 , 2 0 2 4 - 0 3 : 3 7 : 5 6 p m B y t l u e h r s XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R O W _ P R O P . d w g ; X - R O W _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - P V _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - S U R F A C E _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 33200 AD-READY SUBMITTAL 20'40' SCALE: 1" = 40' 0' 10 5 T H PL S E RENTON SEGMENT DRAINAGE PLAN CAR 42+50 TO CAR 47+50 1DR.13 226 J. GREEN H. JOHNSON J. ETULAIN 1 1 SE CARR RD 6 4 17 17 18 9 LF 3" SD 17 1 17 18 9 LF 3" SD R-4214226 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 L8 A 2 2 0 0 0 2 6 0 PR 2 1 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214204 GENERAL NOTES ADJUST INLET OR CATCH BASIN TO GRADE ADJUST MANHOLE TO GRADE ADJUST STORM DRAIN MANHOLE WITH 1' RISER REMOVE INLET OR CATCH BASIN REMOVE STORM DRAIN PIPE REPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 CONNECTION TO EXISTING DRAINAGE STRUCTURE INSTALL CATCH BASIN TYPE 1 PER CITY OF RENTON PWD STD PLAN 200.00 INSTALL CATCH BASIN TYPE 2 PER CITY OF RENTON PWD STD PLAN 201.00 INSTALL SHALLOW MANHOLE PER CITY OF RENTON PWD STD PLAN 400.2 INSTALL OPEN CURB FACE FRAME AND GRATE PER CITY OF RENTON PWD STD PLAN 203.00 INSTALL RECTANGULAR VANED GRATE PER CITY OF RENTON PWD STD PLAN 204.40 INSTALL RECTANGULAR SOLID COVER PER CITY OF RENTON PWD STD PLAN 204.10 INSTALL 6'x8' MODULAR WETLAND WATER QUALITY UNIT INSTALL 8'x12' MODULAR WETLAND WATER QUALITY UNIT INSTALL FLOW CONTROL STRUCTURE PER CITY OF RENTON PWD STD 237.00 CONNECTION TO EXISTING PIPE INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB DRAIN, PER DETAIL 1, DRAWING NO. 1DRD.02 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, PER DETAIL 1, DRAWING NO. 1DRD.03 INSTALL 7.5'X5.0' OIL WATER SEPARATOR UNIT PER CITY OF RENTON PWD STD 240.10 PLUG EXISTING INLET OR OUTLET DUE TO REMOVAL OF EXISTING STORM DRAINAGE PIPE INSTALL CONCRETE INLET PER CITY OF RENTON PWD STD PLAN 200.30 INSTALL MANHOLE PER CITY OF RENTON PWD STD PLAN 400.1 STORM DRAINAGE NOTES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.ALL CATCH BASINS, MANHOLES, AND MAINTENANCE HOLES LOCATED IN A SIDEWALK, WALKING PATH, OR CROSSWALK SHALL BE FITTED WITH A NON-SLIP OR NON-SKID COVER PER PROJECT SPECIFICATIONS. 17 18 19 20 21 22 23348 350 352 354 356 35 2 352 35 4 11+00 12+00 13+00 14+00 15+00 105TH 10+92.38, 22.78 RT C: \ p w _ w o r k d i r \ d e n 0 0 3 \ c h 2 m h i l l _ t l u e h r s \ d 0 6 0 1 3 8 9 \ 1 D R . 1 0 . d w g | L a y o u t : 1 D R . 1 4 PL O T T E D : M a y 2 8 , 2 0 2 4 - 0 3 : 4 2 : 1 8 p m B y t l u e h r s XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R O W _ P R O P . d w g ; X - R O W _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - P V _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - S U R F A C E _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 33200 AD-READY SUBMITTAL 20'40' SCALE: 1" = 40' 0' RENTON SEGMENT DRAINAGE PLAN 105TH 11+00 TO 105TH 15+00 1DR.14 227 J. GREEN H. JOHNSON J. ETULAIN (105TH-LINE) 105TH PL SE NO DRAINAGE IMPROVEMENTS ON THIS SHEET R-4214227 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 L8 A 2 2 0 0 0 2 6 0 PR 2 1 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214205 GENERAL NOTES ADJUST INLET OR CATCH BASIN TO GRADE ADJUST MANHOLE TO GRADE ADJUST STORM DRAIN MANHOLE WITH 1' RISER REMOVE INLET OR CATCH BASIN REMOVE STORM DRAIN PIPE REPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 CONNECTION TO EXISTING DRAINAGE STRUCTURE INSTALL CATCH BASIN TYPE 1 PER CITY OF RENTON PWD STD PLAN 200.00 INSTALL CATCH BASIN TYPE 2 PER CITY OF RENTON PWD STD PLAN 201.00 INSTALL SHALLOW MANHOLE PER CITY OF RENTON PWD STD PLAN 400.2 INSTALL OPEN CURB FACE FRAME AND GRATE PER CITY OF RENTON PWD STD PLAN 203.00 INSTALL RECTANGULAR VANED GRATE PER CITY OF RENTON PWD STD PLAN 204.40 INSTALL RECTANGULAR SOLID COVER PER CITY OF RENTON PWD STD PLAN 204.10 INSTALL 6'x8' MODULAR WETLAND WATER QUALITY UNIT INSTALL 8'x12' MODULAR WETLAND WATER QUALITY UNIT INSTALL FLOW CONTROL STRUCTURE PER CITY OF RENTON PWD STD 237.00 CONNECTION TO EXISTING PIPE INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB DRAIN, PER DETAIL 1, DRAWING NO. 1DRD.02 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, PER DETAIL 1, DRAWING NO. 1DRD.03 INSTALL 7.5'X5.0' OIL WATER SEPARATOR UNIT PER CITY OF RENTON PWD STD 240.10 PLUG EXISTING INLET OR OUTLET DUE TO REMOVAL OF EXISTING STORM DRAINAGE PIPE INSTALL CONCRETE INLET PER CITY OF RENTON PWD STD PLAN 200.30 INSTALL MANHOLE PER CITY OF RENTON PWD STD PLAN 400.1 STORM DRAINAGE NOTES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.ALL CATCH BASINS, MANHOLES, AND MAINTENANCE HOLES LOCATED IN A SIDEWALK, WALKING PATH, OR CROSSWALK SHALL BE FITTED WITH A NON-SLIP OR NON-SKID COVER PER PROJECT SPECIFICATIONS. 17 18 19 20 21 22 23 382 382 382 384 384 3 8 4 384 386 386 386 38 6 386 3 8 8 384 386 388 3 9 0 3 9 2 384 23+00 24+00 25+00 26+00 27+00 28+00 W W W W W W W W W W W W W W W W W W C: \ p w _ w o r k d i r \ d e n 0 0 3 \ c h 2 m h i l l _ t l u e h r s \ d 0 6 0 1 3 8 9 \ 1 D R . 1 0 . d w g | L a y o u t : 1 D R . 1 5 PL O T T E D : M a y 2 8 , 2 0 2 4 - 0 3 : 4 6 : 4 7 p m B y t l u e h r s XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R O W _ P R O P . d w g ; X - R O W _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - P V _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - S U R F A C E _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 33200 AD-READY SUBMITTAL 20'40' SCALE: 1" = 40' 0' RENTON SEGMENT DRAINAGE PLAN 105TH 23+00 TO 105TH 28+00 1DR.15 228 J. GREEN H. JOHNSON J. ETULAIN SE 180TH ST (105TH-LINE) 18111 LF 3" SD 18 9 LF 3" SD R-4214228 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 L8 A 2 2 0 0 0 2 6 0 PR 2 1 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214206 GENERAL NOTES ADJUST INLET OR CATCH BASIN TO GRADE ADJUST MANHOLE TO GRADE ADJUST STORM DRAIN MANHOLE WITH 1' RISER REMOVE INLET OR CATCH BASIN REMOVE STORM DRAIN PIPE REPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 CONNECTION TO EXISTING DRAINAGE STRUCTURE INSTALL CATCH BASIN TYPE 1 PER CITY OF RENTON PWD STD PLAN 200.00 INSTALL CATCH BASIN TYPE 2 PER CITY OF RENTON PWD STD PLAN 201.00 INSTALL SHALLOW MANHOLE PER CITY OF RENTON PWD STD PLAN 400.2 INSTALL OPEN CURB FACE FRAME AND GRATE PER CITY OF RENTON PWD STD PLAN 203.00 INSTALL RECTANGULAR VANED GRATE PER CITY OF RENTON PWD STD PLAN 204.40 INSTALL RECTANGULAR SOLID COVER PER CITY OF RENTON PWD STD PLAN 204.10 INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT INSTALL 8'x12' MODULAR WETLAND WATER QUALITY UNIT INSTALL FLOW CONTROL STRUCTURE PER CITY OF RENTON PWD STD 237.00 CONNECTION TO EXISTING PIPE INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB DRAIN, PER DETAIL 1, DRAWING NO. 1DRD.02 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, PER DETAIL 1, DRAWING NO. 1DRD.03 INSTALL 7.5'X5.0' OIL WATER SEPARATOR UNIT PER CITY OF RENTON PWD STD 240.10 PLUG EXISTING INLET OR OUTLET DUE TO REMOVAL OF EXISTING STORM DRAINAGE PIPE INSTALL CONCRETE INLET PER CITY OF RENTON PWD STD PLAN 200.30 INSTALL MANHOLE PER CITY OF RENTON PWD STD PLAN 400.1 STORM DRAINAGE NOTES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.ALL CATCH BASINS, MANHOLES, AND MAINTENANCE HOLES LOCATED IN A SIDEWALK, WALKING PATH, OR CROSSWALK SHALL BE FITTED WITH A NON-SLIP OR NON-SKID COVER PER PROJECT SPECIFICATIONS. 17 18 19 20 21 22 23 464 46 8 468 468 458 456 468 476 464 466 462 4 6 0 46 6 460 4 7 0 470 46 0 4 5 6 458 460 4 6 2 46 4 45 8 456 462 4 6 2 466 464462 464 4 6 2 466 470 472 474 476 47 8 474 472 476 470 28+00 29+00 30+00 31+00 32+00 33+00 11 + 0 0 UDUD 9 LF 4" DI SD SDCB (1-51) TYPE 1 108TH 31+13.11, 28.69 RT RIM EL = 463.97 128 IE = 460.90 (12" S) IN IE = 462.32 (4" W) IN IE = 460.90 (12" N) OUT F F C: \ p w _ w o r k d i r \ d e n 0 0 3 \ j e g _ e l k i n i \ d 0 6 0 1 3 8 9 \ 1 D R . 2 0 . d w g | L a y o u t : 1 D R . 1 6 PL O T T E D : F e b 0 3 , 2 0 2 6 - 0 4 : 0 1 : 2 5 p m B y e l k i n i XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R O W _ P R O P . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; X - P V _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; X - I L _ R E N T O N . d w g ; X - L E G E N D . d w g ; X - S U R F A C E _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE MARCH 2025G. FRANCO 1134237 KC001396 473K. CHANG YUEN 33200 ISSUE FOR CONSTRUCTION MARCH 2025 20'40' SCALE: 1" = 40' 0' 108TH AVE SE (SR 515) SE 1 8 6 T H S T SE 1 8 4 T H L N (108TH-LINE) SE 1 8 6 T H S T RENTON SEGMENT DRAINAGE PLAN 108TH 28+00 TO 108TH 33+00 1DR.16 229 J. GREEN H. JOHNSON J. ETULAIN 1 18 18 9 LF 3" SD 7 LF 3" SD 4" PERFORATED PVC PIPE. SEE RETAINING WALL PLAN AND ELEVATION, SHEET 1R1.06 6" CLEANOUT 108TH 31+09.82, 37.36 RT IE = 463.25 6" CLEANOUT 108TH 31+58.11, 40.43 RT IE = 465.49 R-4214229 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6" CLEANOUT 108TH 31+15.00, 39.62 RT IE = 464.17 6" CLEANOUT 108TH 31+65.34, 49.18 RT IE = 466.11 6" CLEANOUT 108TH 31+72.99, 49.23 RT IE = 466.55 1717 1 02/04/26 DEVELOPMENT ENGINEERING msippo 04/17/2026 ILE WBH 01/30/26DCR #7- RENTON 186TH OB STATION CHANGES1 1 R-4214207 GENERAL NOTES ADJUST INLET OR CATCH BASIN TO GRADE ADJUST MANHOLE TO GRADE ADJUST STORM DRAIN MANHOLE WITH 1' RISER REMOVE INLET OR CATCH BASIN REMOVE STORM DRAIN PIPE REPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 CONNECTION TO EXISTING DRAINAGE STRUCTURE INSTALL CATCH BASIN TYPE 1 PER CITY OF RENTON PWD STD PLAN 200.00 INSTALL CATCH BASIN TYPE 2 PER CITY OF RENTON PWD STD PLAN 201.00 INSTALL SHALLOW MANHOLE PER CITY OF RENTON PWD STD PLAN 400.2 INSTALL OPEN CURB FACE FRAME AND GRATE PER CITY OF RENTON PWD STD PLAN 203.00 INSTALL RECTANGULAR VANED GRATE PER CITY OF RENTON PWD STD PLAN 204.40 INSTALL RECTANGULAR SOLID COVER PER CITY OF RENTON PWD STD PLAN 204.10 INSTALL 6'x8' MODULAR WETLAND WATER QUALITY UNIT INSTALL 8'x12' MODULAR WETLAND WATER QUALITY UNIT INSTALL FLOW CONTROL STRUCTURE PER CITY OF RENTON PWD STD 237.00 CONNECTION TO EXISTING PIPE INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB DRAIN, PER DETAIL 1, DRAWING NO. 1DRD.02 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, PER DETAIL 1, DRAWING NO. 1DRD.03 INSTALL 7.5'X5.0' OIL WATER SEPARATOR UNIT PER CITY OF RENTON PWD STD 240.10 PLUG EXISTING INLET OR OUTLET DUE TO REMOVAL OF EXISTING STORM DRAINAGE PIPE INSTALL CONCRETE INLET PER CITY OF RENTON PWD STD PLAN 200.30 INSTALL MANHOLE PER CITY OF RENTON PWD STD PLAN 400.1 STORM DRAINAGE NOTES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.ALL CATCH BASINS, MANHOLES, AND MAINTENANCE HOLES LOCATED IN A SIDEWALK, WALKING PATH, OR CROSSWALK SHALL BE FITTED WITH A NON-SLIP OR NON-SKID COVER PER PROJECT SPECIFICATIONS. 17 18 19 20 21 22 23 OHPOHP OHPOHPOHPOHPOHPOHPOHPOHP O H P O H P O H P O H P OHP OHP OH P OH P OH P OH P OH P OH P OH P OH P OH P OHP OHP OHP OHP OHP OHP WA T E R P E R G I S WATER PER GIS 45 8 45 6 456 458 460 454 452 450 448 446 444 45 4 452 46 0 46 2 464466 46 847 0 51+00 52+00 53+00 54+00 55+00 56+00 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ c h 2 m h i l l _ t l u e h r s \ d 0 6 0 1 3 8 9 \ 1 D R . 2 0 . d w g | L a y o u t : 1 D R . 1 7 PL O T T E D : M a y 2 8 , 2 0 2 4 - 0 4 : 0 6 : 4 4 p m B y t l u e h r s XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R O W _ P R O P . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; X - P V _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; X - I L _ R E N T O N . d w g ; X - L E G E N D . d w g ; X - S U R F A C E _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 33200 AD-READY SUBMITTAL 20'40' SCALE: 1" = 40' 0' 108TH AVE SE (SR 515) SE 1 9 2 N D S T CI T Y O F R E N T O N (108TH-LINE)C I T Y O F K E N T SEE VOLUME 2 FOR CITY OF KENT IMPROVEMENTS RENTON SEGMENT DRAINAGE PLAN 108TH 51+00 TO 108TH 56+00 1DR.17 230 J. GREEN H. JOHNSON J. ETULAIN 18 8 LF 3" SD 1 R-4214230 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 L8 A 2 2 0 0 0 2 6 0 PR 2 1 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 OH P 06/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214208 10 20 30 40 50 60 10 20 30 40 50 60 EX S D C B ( 1 - E 1 ) IE 2 2 . 3 0 ( 1 2 " N ) IE 2 2 . 3 0 ( 1 2 " S W ) RI M 2 5 . 5 3 11 LF 12" DI SD @ 0.74% EX P - T O B E A B A N D O N E D EX P - T O B E A B A N D O N E D EX P - T O B E A B A N D O N E D 10 20 30 40 50 60 10 20 30 40 50 60 SD C B ( 1 - 4 ) T Y P E 1 RI M 2 5 . 3 7 IE 2 2 . 5 3 ( 1 2 " S E ) IE 2 2 . 5 3 ( 1 2 " W ) IE 2 2 . 5 3 ( 1 2 " N W ) EX S D C B ( 1 - E 2 ) IE 2 2 . 6 0 ( 1 2 " E ) IE 2 2 . 6 0 ( 1 2 " N W ) RI M 2 5 . 7 3 9 LF 12" DI SD @ 0.80% SD C B ( 1 - 1 ) T Y P E 1 RI M 2 5 . 4 9 IE 2 3 . 1 3 ( 1 2 " W ) 148 LF 12" DI SD @ 0.51% SD C B ( 1 - 3 ) T Y P E 1 RI M 2 5 . 8 0 IE 2 2 . 8 5 ( 1 2 " E ) 64 LF 12" DI SD @ 0.50% EX U G T - T O B E R E L O C A T E D B Y O T H E R S PROP 6"W EX GRADE FINISH GRADE EX GRADE FINISH GRADE 10 20 30 40 50 60 10 20 30 40 50 60 EX T - T O B E R E L O C A T E D B Y O T H E R S EX T - T O B E R E L O C A T E D B Y O T H E R S EX W - T O B E R E M O V E D 10 20 30 40 50 60 10 20 30 40 50 60 SD C B ( 1 - 5 ) T Y P E 1 RI M 2 6 . 8 8 IE 2 4 . 0 6 ( 1 2 " W ) SD C B ( 1 - 7 ) T Y P E 1 RI M 2 6 . 2 2 IE 2 2 . 8 8 ( 1 2 " E ) IE 2 2 . 8 7 ( 1 2 " S W ) EX S D C B ( 1 - E 3 ) IE 2 2 . 7 0 ( 1 2 " N E ) IE 2 2 . 7 0 ( 1 2 " W ) RI M 2 6 . 2 6 SD C B ( 1 - 6 ) T Y P E 1 RI M 2 6 . 4 6 IE 2 3 . 3 1 ( 1 2 " E ) IE 2 3 . 3 1 ( 1 2 " W ) EX P - T O B E A B A N D O N E D EX P - T O B E A B A N D O N E D EX W - T O B E R E M O V E D EX T - T O B E R E L O C A T E D B Y O T H E R S EX 52 LF 8" RCP SD @ 0.38% 35 LF 12" PP SD @ 0.50% 86 LF 12" PP SD @ 0.50% 150 LF 12" DI SD @ 0.50% EX 8" PIPE PROP 6" WEX 12" RCP SD EX GRADE FINISH GRADE EX GRADE FINISH GRADE C: \ p w _ w o r k d i r \ d e n 0 0 3 \ c h 2 m h i l l _ t l u e h r s \ d 0 6 0 1 3 8 9 \ 1 D R P . 0 1 . d w g | L a y o u t : 1 D R P . 0 1 PL O T T E D : M a y 2 8 , 2 0 2 4 - 0 4 : 4 5 : 1 8 p m B y t l u e h r s XR E F S : X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; R e n t o n _ W o r k i n g _ D r a i n a g e P r o f i l e s . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 33200 AD-READY SUBMITTAL SCALE: LAKE AVE S AND S GRADY WAY STA 11+06 TO 12+69 DRAINAGE PROFILE SHOWN SCALE: S GRADY WAY AND SHATTUCK AVE S STA 14+19 TO 14+89 DRAINAGE PROFILE SHOWN 20'40' HORIZONTAL SCALE 0'10'20' VERTICAL SCALE 0' RENTON SEGMENT DRAINAGE PROFILES 1 OF 4 1DRP.01 231 W. HICKEY H. JOHNSON J. ETULAIN NOTE: SEE DRAWING 1 DR.01 NOTE: SEE DRAWING 1 DR.02 SCALE: S GRADY WAY AND SHATTUCK AVE S STA 15+02 TO 15+52 DRAINAGE PROFILE SHOWN SCALE: S GRADY WAY STA 15+82 TO STA 18+56 DRAINAGE PROFILE SHOWN NOTE: SEE DRAWING 1 DR.02 NOTE: SEE DRAWING 1 DR.02 R-4214231 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 SD C B ( 1 - 9 ) T Y P E 1 RI M 2 5 . 8 9 IE 2 4 . 0 0 ( 1 0 " N W ) IE 2 3 . 9 0 ( 8 " N E ) IE 2 4 . 1 0 ( 8 " S W ) IE 2 3 . 9 0 ( 1 0 " S ) SD C B ( 1 - 8 ) T Y P E 1 RI M 2 5 . 9 5 IE 2 4 . 1 0 ( 8 " N ) IE 2 4 . 1 0 ( 8 " S W ) 06/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214209 10 20 30 40 50 60 10 20 30 40 50 60 EX T -TO BE REMOVED TR E A T M E N T ( 1 - 1 ) RI M = 3 0 . 5 9 IE 2 7 . 7 1 ( 1 2 " S ) I N IE 2 6 . 3 8 ( 1 2 " N ) O U T EX P - TO BE REMOVED EX 24" W O W S ( 1 - 1 ) R I M E L = 3 0 . 3 3 I E = 2 8 . 0 4 ( 1 2 " S ) I N I E = 2 7 . 8 1 ( 1 2 " N ) O U T 16 LF 12" DI SD @ 0.62%41 LF 12" PP SD @ 0.51% 11 LF 12" PP SD @ 0.63% SD M H ( 1 - 3 ) IE 2 7 . 2 0 ( 1 2 " E ) IE 2 6 . 1 0 ( 1 2 " S ) IE 2 5 . 6 0 ( 1 2 " N E ) IE 2 5 . 6 0 ( 1 8 " S E ) RI M 3 1 . 3 8 SD M H ( 1 - 2 ) 4 8 " RI M 3 1 . 2 2 IE 2 6 . 3 1 ( 1 2 " W ) IE 2 6 . 3 1 ( 1 2 " N ) 6 LF 12" DI SD @ 0.99% SD C B ( 1 - 1 8 ) T Y P E 2 - 4 8 " RI M 3 0 . 8 7 IE 2 8 . 1 0 ( 1 2 " S E ) IE 2 8 . 1 0 ( 1 2 " N ) IE 2 8 . 1 0 ( 1 2 " N E ) IE 2 8 . 6 0 ( 6 " S W ) DR D . 0 6 1 DR D . 0 4 1 EX GRADE FINISH GRADE 10 20 30 40 50 60 10 20 30 40 50 60 EX S D C B ( 1 - E 4 ) IE 2 4 . 5 0 ( 1 2 " N W ) IE 2 4 . 0 0 ( 1 8 " N E ) IE 2 4 . 0 0 ( 1 8 " S ) RI M 2 7 . 8 3 SD C B ( 1 - 1 1 ) T Y P E 1 RI M 2 7 . 5 9 IE 2 4 . 5 3 ( 1 2 " S W ) IE 2 4 . 5 3 ( 1 2 " S E ) 3 LF 12" PP SD @ 0.86% EX 7 LF 18" SD @ 0.60% SD C B ( 1 - 1 0 ) T Y P E 1 RI M 2 7 . 4 2 IE 2 4 . 7 3 ( 1 2 " N E ) 40 LF 12" DI SD @ 0.50% EX S D C B ( 1 - E 2 5 z ) IE 2 3 . 9 6 ( 1 8 " N ) IE 2 3 . 2 1 ( 1 2 " S E ) IE 2 3 . 2 0 ( 3 6 " W ) RI M 2 7 . 6 6 EX GRADE FINISH GRADE 10 20 30 40 50 60 10 20 30 40 50 60 SD C B ( 1 - 2 0 ) T Y P E 1 RI M 3 1 . 0 5 IE 2 8 . 3 0 ( 1 2 " W ) EX T - TO BE REMOVED 31 LF 12" DI SD @ 0.65%31 LF 12" DI SD @ 0.51% 7 LF 12" DI SD @ -0.51% SD C B ( 1 - 2 1 ) T Y P E 1 RI M 3 1 . 1 2 IE 2 8 . 3 0 ( 1 2 " N W ) EX T -TO BE RELOCATED BY OTHERS EX P -TO BE ABANDONED SD C B ( 1 - 1 9 ) T Y P E 1 RI M 3 0 . 7 8 IE 2 8 . 1 4 ( 1 2 " E ) IE 2 8 . 0 6 ( 1 2 " S ) SD C B ( 1 - 1 8 ) T Y P E 2 - 4 8 " RI M 3 0 . 8 7 IE 2 8 . 1 0 ( 1 2 " S E ) IE 2 8 . 1 0 ( 1 2 " N ) IE 2 8 . 1 0 ( 1 2 " N E ) EX GRADE FINISH GRADE 330 340 350 360 370 380 330 340 350 360 370 380 EX 13 LF 12" SD @ 9.07% EX 5 LF 12" SD @ 8.89% SD C B ( 1 - 3 7 ) T Y P E 1 RI M 3 5 0 . 3 1 IE 3 4 6 . 9 2 ( 1 2 " E ) IE 3 4 6 . 9 2 ( 1 2 " W ) EX S D C B ( 1 - E 3 1 z ) IE 3 4 7 . 5 0 ( 1 2 " E ) IE 3 4 7 . 4 0 ( 1 2 " W ) RI M 3 5 1 . 0 2 EX S D M H ( 1 - E 3 ) RI M 3 5 0 . 7 7 IE 3 4 5 . 7 1 ( 1 2 " E ) IE 3 3 8 . 2 0 ( 3 6 " S E ) IE 3 3 6 . 3 0 ( 3 6 " S W ) FINISH GRADE EX GRADE 10 20 30 40 50 60 10 20 30 40 50 60 EX T EX T EX P - T O B E A B A N D O N E D 4 LF 12" DI SD @ 0.59% 200 LF 12" PP SD @ 0.50% EX P TO B E AB A N D O N E D EX T - T O B E R E L O C A T E D B Y O T H E R S EX T - T O B E R E L O C A T E D B Y O T H E R S EX P - T O B E A B A N D O N E D EX P - T O B E A B A N D O N E D EX P - T O B E A B A N D O N E D EX S D C B ( 1 - E 8 ) IE 2 8 . 3 0 ( 1 2 " W ) RI M 3 1 . 4 1 SD C B ( 1 - 2 2 ) T Y P E 1 RI M 3 1 . 2 0 IE 2 8 . 3 2 ( 1 2 " S E ) IE 2 8 . 3 2 ( 1 2 " S W ) SD C B ( 1 - 2 3 ) T Y P E 1 RI M 3 4 . 8 6 IE 2 9 . 3 2 ( 1 2 " N W ) EX GRADE FINISH GRADE C: \ p w _ w o r k d i r \ d e n 0 0 3 \ c h 2 m h i l l _ t l u e h r s \ d 0 6 0 1 3 8 9 \ 1 D R P . 0 1 . d w g | L a y o u t : 1 D R P . 0 2 PL O T T E D : M a y 2 8 , 2 0 2 4 - 0 4 : 4 5 : 3 8 p m B y t l u e h r s XR E F S : X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; R e n t o n _ W o r k i n g _ D r a i n a g e P r o f i l e s . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 33200 AD-READY SUBMITTAL SCALE: TALBOT RD S AND S GRADY WAY STA 10+38 TO 10+75 DRAINAGE PROFILE SHOWN HORIZONTAL SCALE 10'20' VERTICAL SCALE RENTON SEGMENT DRAINAGE PROFILES 2 OF 4 1DRP.02 232 W. HICKEY H. JOHNSON J. ETULAIN 20'40'0' NOTE: SEE DRAWING 1 DR.04 SCALE: S GRADY WAY STA 19+35 DRAINAGE PROFILE SHOWN NOTE: SEE DRAWINGS 1 DR.02 AND DR.03 SCALE: TALBOT RD S AND S GRADY WAY STA 10+38 TO 10+75 DRAINAGE PROFILE SHOWN NOTE: SEE DRAWING 1 DR.04 SCALE: 105TH PL SE AND SE CARR RD STA 10+90 DRAINAGE PROFILE SHOWN NOTE: SEE DRAWING 1 DR.13 SCALE: TALBOT RD S AND S GRADY WAY STA 10+83 TO 12+80 DRAINAGE PROFILE SHOWN NOTE: SEE DRAWING 1 DR.04 SAME STRUCTURE R-4214232 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 10 20 30 40 50 60 10 20 30 40 50 60 EX T EX T EX P - T O B E A B A N D O N E D EX GRADE FINISH GRADE 4 LF 12" DI SD @ 0.59% 200 LF 12" PP SD @ 0.50% EX P TO B E AB A N D O N E D EX T - T O B E R E L O C A T E D B Y O T H E R S EX T - T O B E R E L O C A T E D B Y O T H E R S EX P - T O B E A B A N D O N E D EX P - T O B E A B A N D O N E D EX P - T O B E A B A N D O N E D EX S D C B ( 1 - E 8 ) IE 2 8 . 3 0 ( 1 2 " W ) RI M 3 1 . 4 1 SD C B ( 1 - 2 2 ) T Y P E 1 RI M 3 1 . 2 0 IE 2 8 . 3 2 ( 1 2 " S E ) IE 2 8 . 3 2 ( 1 2 " S W ) SD C B ( 1 - 2 3 ) T Y P E 1 RI M 3 4 . 8 6 IE 2 9 . 3 2 ( 1 2 " N W ) SCALE: TALBOT RD S AND S GRADY WAY STA 10+83 TO 12+80 DRAINAGE PROFILE SHOWN NOTE: SEE DRAWING 1 DR.04 06/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214210 10 20 30 40 50 60 10 20 30 40 50 60 TR E A T M E N T M W ( 1 - 2 ) RI M = 3 2 . 6 8 IE 2 8 . 5 1 ( 1 2 " S ) IE 2 7 . 1 8 ( 1 2 " N ) 10 20 30 40 50 60 10 20 30 40 50 60 48 LF 12" PP SD @ 3.78% 2 LF 36" SRPE SD @ 0.00% 60 LF 48" SRPE SD @ 0.00% 2 LF 36" SRPE SD @ 0.00% 2 LF 36" SRPE SD @ 0.00% 60 LF 48" SRPE SD @ 0.00% 2 LF 36" SRPE SD @ 0.00% 6 LF 12" PP SD @ 0.36% 40 LF 12" DI SD @ 0.17% 37 LF 12" PP SD @ 0.43% EX P EX 1 2 " G EX 2 " G EX 2 " G EX 1 2 " G EX 2 " G EX 1 2 " G 7 LF 12" PP SD @ 0.00%EX 24" W PROP 24" W FC S ( 1 - 2 8 A ) S D M H 5 4 " RI M 3 2 . 3 2 IE 2 5 . 6 1 ( 1 2 " W ) IE 2 5 . 6 1 ( 3 6 " S ) EX S D M H ( 1 - E 2 ) IE 2 3 . 8 0 ( 1 2 " E ) IE 2 6 . 5 0 ( 1 2 " S ) RI M 3 3 . 7 8 SD C B ( 1 - 2 8 B ) C B T Y P E 2 - 5 4 " RI M 3 2 . 1 7 IE 2 5 . 6 1 ( 3 6 " S ) IE 2 8 . 0 6 ( 1 2 " W ) IE 2 5 . 6 1 ( 3 6 " N ) SD C B ( 1 - 2 8 C ) C B T Y P E 2 - 5 4 " RI M 3 2 . 1 1 IE 2 7 . 1 1 ( 1 2 " S W ) IE 2 5 . 6 1 ( 3 6 " N ) SD C B ( 1 - 2 8 D ) C B T Y P E 2 - 4 8 " RI M 3 2 . 0 6 IE 2 8 . 5 3 ( 1 2 " W ) IE 2 8 . 5 3 ( 1 2 " N W ) SD C B ( 1 - 2 9 ) C O N C I N L E T RI M 3 1 . 2 2 IE 2 8 . 2 2 ( 1 2 " E ) SD C B ( 1 - 2 8 B ) C B T Y P E 2 - 5 4 " RI M 3 2 . 1 7 IE 2 5 . 6 1 ( 3 6 " S ) IE 2 8 . 0 6 ( 1 2 " W ) IE 2 5 . 6 1 ( 3 6 " N ) EX S D C B ( 1 - E 1 1 ) IE 2 8 . 6 0 ( 1 2 " E ) IE 2 8 . 8 6 ( 1 2 " N W ) RI M 3 1 . 1 9 EX 24"W EX SDEX 12" SD DR D . 0 7 1 DR D . 0 5 1 EX GRADE FINISH GRADE FINISH GRADE EX GRADE 10 20 30 40 50 60 10 20 30 40 50 60 SD C B ( 1 - 1 7 ) T Y P E 1 RI M 2 7 . 1 7 IE 2 3 . 5 0 ( 1 2 " N E ) IE 2 3 . 4 9 ( 1 2 " S W ) SD C B ( 1 - 1 6 ) T Y P E 1 RI M 2 7 . 5 0 IE 2 4 . 0 9 ( 1 2 " N E ) IE 2 4 . 0 9 ( 1 2 " S W ) SD C B ( 1 - 1 5 ) T Y P E 1 RI M 2 7 . 8 7 IE 2 4 . 7 6 ( 1 2 " N E ) IE 2 4 . 7 6 ( 1 2 " S W ) 134 LF 12" PP SD @ 0.50%58 LF 12" PP SD @ 0.50% 19 LF 12" PP SD @ 0.50% 118 LF 12" PP SD @ 0.50% EX T - T O B E R E L O C A T E D B Y O T H E R S EX W TO BE REMOVED EX W - T O B E R E M O V E D EX W - T O B E R E M O V E D EX W - T O B E R E M O V E D EX W - T O B E R E M O V E D EX W - T O B E R E M O V E D EX T EX W - T O B E R E M O V E D PROP 6" W PROP 6" W SD C B ( 1 - 1 4 ) T Y P E 2 - 4 8 " RI M 2 8 . 0 6 IE 2 5 . 2 0 ( 8 " N W ) IE 2 5 . 0 5 ( 1 2 " S W ) EX S D C B ( 1 - E 5 ) IE 2 3 . 4 0 ( 1 2 " N E ) IE 2 3 . 2 0 ( 1 2 " N W ) IE 2 3 . 4 0 ( 6 " N ) IE 2 3 . 3 0 ( 1 2 " S E ) RI M 2 7 . 3 9 EX GRADE FINISH GRADE 180 190 200 210 220 230 180 190 200 210 220 230 19 LF 12" DI SD @ 4.05% SD C B ( 1 - 3 0 ) C O N C I N L E T RI M 1 9 4 . 9 7 IE 1 9 1 . 9 7 ( 1 2 " N ) EX S D C B ( 1 - E 1 2 ) IE 1 9 1 . 1 9 ( 1 2 " S ) IE 1 9 2 . 9 0 ( 1 2 " N E ) IE 1 9 1 . 2 0 ( 1 2 " S W ) RI M 1 9 5 . 7 3 EX GRADE FINISH GRADE 90 100 110 120 130 140 90 100 110 120 130 140 9 LF 12" DI SD @ 0.34% 48 LF 12" DI SD @ 0.50% SD M H ( 1 - 4 ) IE 1 0 5 . 7 0 ( 1 2 " N ) IE 1 0 5 . 7 0 ( 1 2 " S ) IE 1 0 5 . 7 0 ( 1 2 " N ) RI M 1 0 9 . 0 9 SD C B ( 1 - 3 6 ) T Y P E 1 RI M 1 0 8 . 6 3 IE 1 0 5 . 7 3 ( 1 2 " W ) IE 1 0 5 . 7 3 ( 1 2 " S ) SD C B ( 1 - 3 5 ) T Y P E 1 RI M 1 0 8 . 4 2 IE 1 0 5 . 9 7 ( 1 2 " E ) EX T EX W EX G DE P T H U N K N O W N EX G DE P T H U N K N O W N FINISH GRADE EX GRADE C: \ p w _ w o r k d i r \ d e n 0 0 3 \ c h 2 m h i l l _ t l u e h r s \ d 0 6 0 1 3 8 9 \ 1 D R P . 0 1 . d w g | L a y o u t : 1 D R P . 0 3 PL O T T E D : J u n 0 4 , 2 0 2 4 - 0 2 : 4 4 : 5 6 p m B y t l u e h r s XR E F S : X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; R e n t o n _ W o r k i n g _ D r a i n a g e P r o f i l e s . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 33200 AD-READY SUBMITTAL 20'40' HORIZONTAL SCALE 0'10'20' VERTICAL SCALE 0' RENTON SEGMENT DRAINAGE PROFILES 3 OF 4 1DRP.03 233 W. HICKEY H. JOHNSON J. ETULAIN SCALE: TALBOT RD S STA18+72 TO 20+46 DRAINAGE PROFILE SHOWN NOTE: SEE DRAWING 1 DR.06 SCALE: TALBOT RD S STA 18+72 TO 19+38 DRAINAGE PROFILE SHOWN NOTE: SEE DRAWING 1 DR.06 SCALE: S GRADY WAY STA 19+45 TO 22+74 DRAINAGE PROFILE SHOWN NOTE: SEE DRAWING 1 DR.03 SCALE: TALBOT RD S STA 25+69 TO 25+71 DRAINAGE PROFILE SHOWN NOTE: SEE DRAWING 1 DR.08 SCALE: TALBOT RD S STA 88+90 TO 89+15 DRAINAGE PROFILE SHOWN NOTE: SEE DRAWING 1 DR.11 SAME STRUCTURE R-4214233 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214211 80 90 100 110 120 130 80 90 100 110 120 130 EX W EX G SD C B ( 1 - 3 4 ) T Y P E 1 RI M 9 4 . 0 2 IE 9 2 . 0 0 ( 1 2 " N ) IE 9 2 . 0 0 ( 1 2 " E ) SD C B ( 1 - 3 3 ) T Y P E 1 RI M 9 3 . 9 1 IE 9 2 . 3 5 ( 1 2 " S ) 38 LF 12" DI SD @ 0.93% FINISH GRADE EX GRADE 10 20 30 40 50 60 10 20 30 40 50 60 23 LF 12" PP SD @ 0.53%70 LF 12" PP SD @ 0.50% EX P - T O B E R E M O V E D EX T EX G EX G EX 12" SS SD C B ( 1 - 2 6 ) T Y P E 1 RI M 3 3 . 3 6 IE 2 9 . 5 5 ( 1 2 " N ) IE 2 9 . 5 5 ( 1 2 " S ) IE 2 9 . 5 5 ( 1 2 " W ) EX S D C B ( 1 - E 1 0 ) IE 2 9 . 2 0 ( 1 2 " E ) IE 2 9 . 2 0 ( 1 2 " S ) RI M 3 2 . 7 6 SD C B ( 1 - 2 4 ) T Y P E 1 RI M 3 3 . 4 5 IE 2 9 . 6 7 ( 1 2 " S ) EX GRADEFINISH GRADE 10 20 30 40 50 60 10 20 30 40 50 60 116 LF 12" DI SD @ 0.50% SD C B ( 1 - 2 5 ) T Y P E 1 RI M 3 2 . 1 3 IE 3 0 . 1 3 ( 1 2 " N ) SD C B ( 1 - 2 6 ) T Y P E 1 RI M 3 3 . 3 6 IE 2 9 . 5 5 ( 1 2 " N ) IE 2 9 . 5 5 ( 1 2 " S ) IE 2 9 . 5 5 ( 1 2 " W ) EX GRADE FINISH GRADE C: \ p w _ w o r k d i r \ d e n 0 0 3 \ c h 2 m h i l l _ t l u e h r s \ d 0 6 0 1 3 8 9 \ 1 D R P . 0 1 . d w g | L a y o u t : 1 D R P . 0 4 PL O T T E D : M a y 2 8 , 2 0 2 4 - 0 4 : 4 6 : 5 1 p m B y t l u e h r s XR E F S : X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; R e n t o n _ W o r k i n g _ D r a i n a g e P r o f i l e s . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 33200 AD-READY SUBMITTAL 20'40' HORIZONTAL SCALE 0'10'20' VERTICAL SCALE 0' RENTON SEGMENT DRAINAGE PROFILES 4 O F 4 1DRP.04 234 W. HICKEY H. JOHNSON J. ETULAIN SCALE: TALBOT RD S STA 75+49 TO 75+87 DRAINAGE PROFILE SHOWN NOTE: SEE DRAWING 1 DR.10 SCALE: TALBOT RD S STA 15+18 TO 15+39 DRAINAGE PROFILE SHOWN NOTE: SEE DRAWING 1 DR.05 SCALE: TALBOT RD S STA 15+39 TO 16+50 DRAINAGE PROFILE SHOWN NOTE: SEE DRAWING 1 DR.05 SAME STRUCTURE R-4214234 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214212 BACK OF PLATFORM - CONCRETE OR LANDSCAPE AREA FRONT OF SHELTER PLATFORM - BACK OF SIDEWALK BACK OF PLATFORM - CONCRETE OR LANDSCAPE AREA FRONT OF SHELTER PLATFORM - BACK OF SIDEWALK C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 D R D . 0 1 . d w g | L a y o u t : 1 D R D . 0 1 PL O T T E D : J u n 1 0 , 2 0 2 4 - 1 2 : 0 3 : 4 2 p m B y C W I L C O X XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 33200 AD-READY SUBMITTAL RENTON SEGMENT SHELTER DRAINAGE DETAILS 1 OF 8 1DRD.01 235 W. HICKEY H. JOHNSON J. ETULAIN COLUMN BY OTHERS BASE PLATE BY OTHERS ALTERNATIVE - 2: STORM DRAIN ROUTED ABOVE SLAB TO BACK OF PLATFORM TO LANDSCAPE AREA. SEE DRAINAGE PLANS AND SHEET DRD.03 HOLE FOR DOWNSPOUT STEEL CANOPY STRUCTURE BY OTHERS, SEE SHELTER SPECIFICATIONS STEEL CANOPY STRUCTURE BY OTHERS, SEE SHELTER SPECIFICATIONS HOLE FOR ELECTRICAL, BY OTHERS ALTERNATIVE - 1: STORM DRAIN ROUTED IN SLAB THROUGH SIDEWALK TO FACE OF CURB AND GUTTER. SEE DRAINAGE PLANS SCALE: SHELTER COLUMN - DRAINAGE CONFIGURATION DETAIL 1"=0.5' 3 - SCALE: SHELTER PLATFORM - DRAINAGE PLAN - RIGHT CONFIGURATION DETAIL 1"=1' 1 - SCALE: SHELTER PLATFORM - DRAINAGE PLAN - LEFT CONFIGURATION DETAIL 1"=1' 2 - - 3 - 3 1D R D . 0 2 1 1D R D . 0 2 1 CL HOLE CL HOLE CL HOLE CL HOLE CL HOLE CL HOLE CL COLUMN CL HOLE CL HOLE CL COLUMN CONCRETE SHELTER FOUNDATION CONCRETE SHELTER FOUNDATION GENERAL NOTES: 1.SHELTERS AND TECH PYLONS TO BE OWNER FURNISHED/CONTRACTOR INSTALLED. DETAIL INFORMATION SHOWN HERE IS FOR REFERENCE AND COORDINATION PURPOSES ONLY. 2.SEE STRUCTURAL DRAWINGS FOR FOUNDATION LIMITS AND REBAR SPACING. 3.ALL UTILITIES ARE NOT SHOWN. SEE OTHER DISCIPLINE DRAWINGS FOR UTILITY INFORMATION. 4.SEE CIVIL PLANS FOR SIDEWALK CONSTRUCTION. 5.FOR SHELTER DOWNSPOUTS SEE SPEC SECTION 10 73 43. 6.ALL DOWNSPOUT PIPE SHALL BE PVC, SCHEDULE 40, UNLESS NOTED OTHERWISE. R-4214235 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214213 A B C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 D R D . 0 1 . d w g | L a y o u t : 1 D R D . 0 2 PL O T T E D : J u n 1 0 , 2 0 2 4 - 1 2 : 0 3 : 4 6 p m B y C W I L C O X XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 33200 AD-READY SUBMITTAL RENTON SEGMENT SHELTER DRAINAGE DETAILS 2 of 8 1DRD.02 236 W. HICKEY H. JOHNSON J. ETULAIN CONCRETE SIDEWALK INVERT OF STORM PIPE SHALL BE 0.5" ABOVE GUTTER LINE 6" CONCRETE CURB AND GUTTER (TYPE MAY VARY) ROADWAY CONCRETE SIDEWALK, PER CIVIL CONCRETE SHELTER PLATFORM CONCRETE CURB AND GUTTER ROADWAY EDGE OF SHELTER PLATFORM STEEL CANOPY STRUCTURE BY OTHERS, SEE SHELTER SPECIFICATIONS CONCRETE SHELTER PLATFORM 3" DIA PIPE SEE NOTE 6 3" DIA PIPE SEE NOTE 6 WIRE MESH REINFORCEMENT STEEL CANOPY STRUCTURE BY OTHERS, SEE SHELTER SPECIFICATIONS 3" DIA PIPE SEE NOTE 6 PLAN VIEW ISOMETRIC VIEW SECTION A-A WIRE MESH 3" DOWNSPOUT SCALE: COLUMN BASE DETAIL NOT TO SCALE 2 - SCALE: DOWNSPOUT THROUGH GUTTER SECTION VIEW 1" = 2' 1 1DRD.01 -- A 3" DIA PIPE SEE NOTE 6 WIRE MESH REINFORCEMENT 1" MIN COVER ABOVE PIPE THICKENED SLAB, MIN 4" THICK BELOW PIPE 2" MIN COVER ABOVE PIPE 24" 4" M A X 12" GENERAL NOTES: 1.SHELTERS AND TECH PYLONS TO BE OWNER FURNISHED/CONTRACTOR INSTALLED. DETAIL INFORMATION SHOWN HERE IS FOR REFERENCE AND COORDINATION PURPOSES ONLY. 2.SEE STRUCTURAL DRAWINGS FOR FOUNDATION LIMITS AND REBAR SPACING. 3.ALL UTILITIES ARE NOT SHOWN. SEE OTHER DISCIPLINE DRAWINGS FOR UTILITY INFORMATION. 4.SEE CIVIL PLANS FOR SIDEWALK CONSTRUCTION. 5.FOR SHELTER DOWNSPOUTS SEE SPEC SECTION 10 73 43. 6.ALL DOWNSPOUT PIPE SHALL BE PVC, SCHEDULE 40, UNLESS NOTED OTHERWISE. WIRE MESH REINFORCEMENT COORDINATE WITH FOOTING REINFORCEMENT SEE SPEC SECTION 03 20 00 DOWNSPOUT ROUTED TO FRONT OF PLATFORM BASE PLATE, SEE SHELTER SPECIFICATIONS ELECTRICAL CONDUIT, SEE ELECTRICAL SHEETS STEEL CANOPY STRUCTURE BY OTHERS, SEE SHELTER SPECIFICATIONS 3" 90 DEG BEND SEE NOTE 5 CONCRETE SHELTER FOUNDATION CUT OUT BASE PLATE, TYP EACH SIDE EXTEND STORM DRAIN DOWNSPOUT BELOW GRADE SEE NOTE 5 3" DOWNSPOUT SEE NOTE 5 FLEX COUPLER CONNECTION BETWEEN DOWNSPOUT & EMBEDDED DRAIN PIPE PLACE MESH 1" MIN ABOVE PIPE 2" M I N C O V E R 3" DIA PIPE SEE NOTE 6 CONCRETE PEDESTAL COORDINATE PIPE PLACEMENT WITH FOUNDATION REBAR INSTALLATION STEEL CANOPY STRUCTURE BY OTHERS, SEE SHELTER SPECIFICATIONS 3" DOWNSPOUT SEE NOTE 5 CONCRETE SHELTER FOUNDATION CONCRETE CURB AND GUTTER ROADWAY CONCRETE SIDEWALK, SEE CIVIL PLANS 0. 5 " ELECTRICAL CONDUIT 0.5% MIN PIPE SLOPE 3.0' CLEARANCE PER STATION PLANS 1' PER STATION PLANS BA C K O F PL A T F O R M FA C E O F PL A T F O R M 3" DIA PIPE SEE NOTE 6 2" M I N C O V E R PER STATION PLANS TOP OF SHELTER - 2 24" R-4214236 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214214 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 D R D . 0 1 . d w g | L a y o u t : 1 D R D . 0 3 PL O T T E D : J u n 1 0 , 2 0 2 4 - 1 2 : 0 3 : 4 9 p m B y C W I L C O X XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 33200 AD-READY SUBMITTAL RENTON SEGMENT SHELTER DRAINAGE DETAILS 3 of 8 1DRD.03 237 W. HICKEY H. JOHNSON J. ETULAIN LANDSCAPING AREA, SEE DRAINAGE SHEETS CONCRETE SHELTER PLATFORM 3" DOWNSPOUT, SEE NOTE 5 CONCRETE SHELTER FOUNDATIONCONCRETE CURB AND GUTTER ROADWAY CONCRETE SIDEWALK, SEE CIVIL PLANS LANDSCAPING AREA, SEE DRAINAGE SHEETS 3" DOWNSPOUT, SEE NOTE 5 CUT OUT OPENING IN COLUMN FOR DOWNSPOUT, SEE SPECIFICATIONS DOWNSPOUT NOZZLE CONCRETE SHELTER PLATFORM (REINFORCED) BASE PLATE, SEE SHELTER SPECIFICATIONS ELECTRICAL CONDUIT, SEE ELECTRICAL SHEETS STEEL CANOPY STRUCTURE BY OTHERS, SEE SHELTER SPECIFICATIONS 3" SHORT TURN BELOW 3" DOWNSPOUT STEEL CANOPY STRUCTURE BY OTHERS, SEE SHELTER SPECIFICATIONS ISOMETRIC VIEW 3.0' CLEARANCE PER STATION PLANS 1' PER STATION PLANS SCALE: COLUMN BASE DETAIL NOT TO SCALE 2 - SCALE: DOWNSPOUT TO LANDSCAPING DETAIL 1" = 2' 1 1DRD.01 A B - 2 STEEL CANOPY STRUCTURE BY OTHERS, SEE SHELTER SPECIFICATIONS SCALE: SECTION VIEW 1" = 2' 1 1DRD.01 GENERAL NOTES: 1.SHELTERS AND TECH PYLONS TO BE OWNER FURNISHED/CONTRACTOR INSTALLED. DETAIL INFORMATION SHOWN HERE IS FOR REFERENCE AND COORDINATION PURPOSES ONLY. 2.SEE STRUCTURAL DRAWINGS FOR FOUNDATION LIMITS AND REBAR SPACING. 3.ALL UTILITIES ARE NOT SHOWN. SEE OTHER DISCIPLINE DRAWINGS FOR UTILITY INFORMATION. 4.SEE CIVIL PLANS FOR SIDEWALK CONSTRUCTION. 5.FOR SHELTER DOWNSPOUTS SEE SPEC SECTION 10 73 43. 6.ALL DOWNSPOUT PIPE SHALL BE PVC, SCHEDULE 40, UNLESS NOTED OTHERWISE. ELECTRICAL CONDUIT PER STATION PLANS TOP OF SHELTER R-4214237 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214215 C/L C/ L PERIMETER VOID AREA INLET PIPE, SEE NOTES OUTLET PIPE, SEE NOTES PRE-FILTER CARTRIDGE WETLAND MEDIA BED VERTICAL UNDERDRAIN MANIFOLD PEAK HGL, SEE TABLE C/L 7' 6'6"6" RIM/FS, SEE TABLE IE OUT, SEE TABLE IE IN, SEE TABLE FLOW CONTROL RISER TOP OF VAULT, SEE TABLE C/L 9' 8'6"6" 3' - 1 12" 8" 4' - 5 " 712" C/L 6" MIN. BASE 4' - 5 " 3' - 2 12" 7" 712" 3' - 1 1 / 2 " C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 D R D . 0 1 . d w g | L a y o u t : 1 D R D . 0 4 PL O T T E D : J u n 1 0 , 2 0 2 4 - 1 2 : 0 3 : 5 2 p m B y C W I L C O X XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 33200 AD-READY SUBMITTAL RENTON SEGMENT DRAINAGE DETAILS 4 OF 8 1DRD.04 238 W. HICKEY H. JOHNSON J. ETULAIN SITE SPECIFIC DATA PROJECT NUMBER 14053 PROJECT NAME RAPIDRIDE I LINE PROJECT LOCATION RENTON, WA STRUCTURE ID TREATMENT (1-1) TREATMENT REQUIRED VOLUME BASED (CF)FLOW BASED (CFS) 0.04 PEAK BYPASS REQUIRED (CFS) - IF APPLICABLE 0.147 PIPE DATA I.E.MATERIAL DIAMETER INLET PIPE 1 27.71 CPE 12" OUTLET PIPE 26.38 CPE 12" PRETREATMENT BIOFILTRATION DISCHARGE RIM ELEVATION 30.59 30.59 30.59 SURFACE LOAD HS-20 HS-20 HS-20 FRAME & COVER Ø30"Ø30"N/A WETLAND MEDIA VOLUME (CY)1.78 ORIFICE SIZE (DIA. INCHES)4 EA Ø0.77" PEAK HGL 28.46 28.46 28.46 TREATMENT FLOW (CFS)0.04 OPERATING HEAD (FT)1.33 PRETREATMENT LOADING RATE (GPM/SF)1.30 WETLAND MEDIA LOADING RATE (GPM/SF)0.78 PLAN VIEW FINISHED GRADE FINISHED GRADE FRAME AND COVER FRAME AND COVER FRAME AND COVERFRAME AND COVER FINISHED GRADE SCALE: FRONT VIEW SECTION NOT TO SCALE B - SCALE: LEFT END VIEW SECTION NOT TO SCLAE A - SCALE: RIGHT END VIEW SECTION NOT TO SCLAE C - SCALE: MODULAR WETLAND 1-1 DETAIL NOT TO SCALE 1 1DRP.02 --C--A -- B GENERAL NOTES: 1.MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. 2.ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO CHANGE. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS AND ACCESSORIES PLEASE CONTACT MANUFACTURER. INSTALLATION NOTES: 1.CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE MANUFACTURERS' SPECIFICATIONS, UNLESS OTHERWISE STATED IN MANUFACTURER'S CONTRACT. 2.UNIT MUST BE INSTALLED ON A MINIMUM 6" LEVEL ROCK BASE. 3.CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING PIPES. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. ALL PIPES SHALL BE SEALED WATERTIGHT PER MANUFACTURER'S STANDARD CONNECTION DETAIL. 4.CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL PIPES, RISERS, MANHOLES, AND HATCHES. CONTRACTOR TO GROUT ALL MANHOLES AND HATCHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE. 5.CONTRACTOR RESPONSIBLE FOR CONTACTING MANUFACTURER FOR ACTIVATION OF UNIT. MANUFACTURER'S WARRANTY IS VOID WITHOUT PROPER ACTIVATION BY A MANUFACTURER REPRESENTATIVE. 6.ALL HATCHES AND MANHOLE LIDS FOR ACCESS SHALL BE FLUSH WITH ADJACENT GROUND. 7. DURING CONSTRUCTION, STORMWATER RUNOFF SHALL NOT ENTER THE TREATMENT FACILITY UNLESS APPROVED BY THE ENGINEER. R-4214238 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214216 C/L C/ L PERIMETER VOID AREA INLET PIPE, SEE NOTES OUTLET PIPE, SEE NOTES PRE-FILTER CARTRIDGE WETLAND MEDIA BED VERTICAL UNDERDRAIN MANIFOLD PEAK HGL, SEE TABLE C/L 12' 6" 13' RIM/FS, SEE TABLE IE OUT, SEE TABLE IE IN, SEE TABLE FLOW CONTROL RISER TOP OF VAULT, SEE TABLE C/L 9' 8'6"6" 3' - 1 12" 8" 4' - 5 " 712" C/L 6" MIN. BASE 4' - 5 " 3' - 2 12" 7" 712" 3' - 1 1 / 2 " C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 D R D . 0 1 . d w g | L a y o u t : 1 D R D . 0 5 PL O T T E D : J u n 1 0 , 2 0 2 4 - 1 2 : 0 3 : 5 5 p m B y C W I L C O X XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 33200 AD-READY SUBMITTAL RENTON SEGMENT DRAINAGE DETAILS 5 OF 8 1DRD.05 239 W. HICKEY H. JOHNSON J. ETULAIN PLAN VIEW FINISHED GRADE FINISHED GRADE FRAME AND COVER FRAME AND COVER FRAME AND COVERFRAME AND COVER GENERAL NOTES: 1.MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. 2.ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO CHANGE. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS AND ACCESSORIES PLEASE CONTACT MANUFACTURER. INSTALLATION NOTES: 1.CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE MANUFACTURERS' SPECIFICATIONS, UNLESS OTHERWISE STATED IN MANUFACTURER'S CONTRACT. 2.UNIT MUST BE INSTALLED ON A MINIMUM 6" LEVEL ROCK BASE. 3.CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING PIPES. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. ALL PIPES SHALL BE SEALED WATERTIGHT PER MANUFACTURER'S STANDARD CONNECTION DETAIL. 4.CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL PIPES, RISERS, MANHOLES, AND HATCHES. CONTRACTOR TO GROUT ALL MANHOLES AND HATCHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE. 5.CONTRACTOR RESPONSIBLE FOR CONTACTING MANUFACTURER FOR ACTIVATION OF UNIT. MANUFACTURER'S WARRANTY IS VOID WITHOUT PROPER ACTIVATION BY A MANUFACTURER REPRESENTATIVE. 6.ALL HATCHES AND MANHOLE LIDS FOR ACCESS SHALL BE FLUSH WITH ADJACENT GROUND. 7. DURING CONSTRUCTION, STORMWATER RUNOFF SHALL NOT ENTER THE TREATMENT FACILITY UNLESS APPROVED BY THE ENGINEER. SITE SPECIFIC DATA PROJECT NUMBER 14053 PROJECT NAME RAPIDRIDE I LINE PROJECT LOCATION RENTON, WA STRUCTURE ID TREATMENT (1-2) TREATMENT REQUIRED VOLUME BASED (CF)FLOW BASED (CFS) 0.08 PEAK BYPASS REQUIRED (CFS) - IF APPLICABLE 0.499 PIPE DATA I.E.MATERIAL DIAMETER INLET PIPE 1 28.51 DI 12" OUTLET PIPE 27.18 CPE 12" PRETREATMENT BIOFILTRATION DISCHARGE RIM ELEVATION 32.68 32.68 32.68 PEAK HGL 29.17 29.17 29.17 FRAME & COVER Ø30"Ø30"N/A WETLAND MEDIA VOLUME (CY)3.56 ORIFICE SIZE (DIA. INCHES)4 EA Ø0.77" SURFACE LOAD HS-20 HS-20 HS-20 TREATMENT FLOW (CFS)0.08 OPERATING HEAD (FT)1.33 PRETREATMENT LOADING RATE (GPM/SF)1.2 WETLAND MEDIA LOADING RATE (GPM/SF)0.84 FINISHED GRADE SCALE: ELEVATION VIEW SECTION NOT TO SCALE B - SCALE: LEFT END VIEW SECTION NOT TO SCLAE A - SCALE: RIGHT END VIEW SECTION NOT TO SCLAE C - SCALE: MODULAR WETLAND 1-2 DETAIL NOT TO SCALE 1 1DRP.03 --C--A -- B R-4214239 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214217 PLAN VIEW TOP ELEV 7'-6" 5' 1' - 7 " 4' - 1 0 " 1' 7' - 5 " 6" M I N . 12 " M I N . INLET ELEV 12 " M I N . OUTLET ELEV 12 " M I N . 1'-812"2'-3" C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 D R D . 0 1 . d w g | L a y o u t : 1 D R D . 0 6 PL O T T E D : J u n 1 0 , 2 0 2 4 - 1 2 : 0 3 : 5 7 p m B y C W I L C O X XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 33200 AD-READY SUBMITTAL RENTON SEGMENT DRAINAGE DETAILS 6 OF 8 1DRD.06 240 W. HICKEY H. JOHNSON J. ETULAIN C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 D R D . 0 1 . d w g | L a y o u t : 1 D R D . 0 6 PL O T T E D : J u n 1 0 , 2 0 2 4 - 1 2 : 0 3 : 5 7 p m B y C W I L C O X XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 33200 AD-READY SUBMITTAL SCALE: DATA TABLE NOT TO SCALE 2 - NOTE: SEE DRAWINGS 1 DRP.02 -- A SCALE: OWS DETAIL NOT TO SCALE 1 1DRP.02 INLET PIPE WITH SAMPLING TEE 4-TON LIFT ANCHOR 4 PLACES IN TOP SECTION OUTLET PIPE WITH SAMPLING TEE LIFTING IRON, 2 EACH END, 2 ENDSCOALESCING MEDIA WEIR OIL RETAINING BAFFLE UV CO 3-332P, GALVANIZED DIAMOND PLATE COVERS STRUCTURAL NOTES: 1.CONCRETE: 28 DAY COMPRESSIVE STRENGTH F'C= 7000 PSI 2.REBAR: ASTM A-615 GRADE 60 3.MESH: ASTM A-185 GRADE 65 4.DESIGN: ACI-318-05 BUILDING CODE ASTM C-890 "MINIMUM STRUCTURAL DESIGN LOADING FOR UNDERGROUND PRECAST CONCRETE WATER AND WASTEWATER STRUCTURES" 5.LOADS: HS-20 TRUCK WHEEL W/ 30% IMPACT PER AASHTO GENERAL NOTES: 1.ALL BAFFLES AND WEIRS TO BE PRECAST CONCRETE 2.STATIC WATER DEPTH = 4'-0" 3.CONTRACTOR TO: SUPPLY AND INSTALL ALL PIPING & SAMPLING TEES GROUT IN ALL PIPES FILL WITH CLEAN WATER PRIOR TO "START-UP" OF SYSTEM VERIFY ALL BLOCKOUT SIZES AND LOCATIONS BASIC DESIGN INFORMATION INFLUENT CHARACTERISTICS: OIL SPECIFIC GRAVITY: 0.88 OPERATING TEMPERATURE: 50° INFLUENT OIL CONCENTRATION: 100 PPM MEAN OIL DROPLET SIZE: 130 MICRONS 0.33 FT/MIN RISE RATE DESIGNED PER WASHINGTON STATE DEPARTMENT OF ECOLOGY FLOW RATE 183 GPM EFFLUENT QUALITY 10 PPM 100 COLLECTED SIZE 60 MICRON OIL WATER SEPARATOR (OWS) STRUCTURE DATA TABLE DESCRIPTION STRUCTURE ID OWS (1-1) LOADING CRITERIA LOAD LEVEL 6 STRUCTURE LENGTH (FT)7.50' (OUTSIDE) STRUCTURE WIDTH (FT)5.00' (OUTSIDE) RIM ELEVATION 30.33' INLET PIPE SIZE (IN)12" DI INLET PIPE INVERT ELEVATION 28.04' OUTLET PIPE SIZE (IN)12" CPE OUTLET PIPE INVERT ELEVATION 27.81 15-MIN ON-LINE WQ FLOWRATE (CFS)0.04 100-YEAR PEAK FLOWRATE (CFS)0.31 R-4214240 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214218 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 D R D . 0 1 . d w g | L a y o u t : 1 D R D . 0 7 PL O T T E D : J u n 1 0 , 2 0 2 4 - 1 2 : 0 4 : 0 1 p m B y C W I L C O X XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 33200 AD-READY SUBMITTAL RENTON SEGMENT DRAINAGE DETAILS 7 OF 8 1DRD.07 241 W. HICKEY H. JOHNSON J. ETULAIN 4-9"X1"X12 GA. GALV. STRIPS TACK WELD TO WIRE WESH SOLID 12 GA. GALV. BOTTOM PLATE 0.5"X0.5"X16 GA. GALV. WIRE MESH 8" MIN BETWEEN PIPE PENETRATIONS (TYPICAL ALL PIPES) 20" MIN CLEARANCE TO ANY PORTION OF RISER PIPE OR RESTRICTOR ELBOW RESTRICTOR ELBOW, SEE DETAIL THIS SHEET TACK WELD WIRE MESH TO BOTTOM PLACE SAND COLLAR OR KOR-N-SEAL BOOT FRAME AND SOLID COVER MARKED "DRAIN" WITH LOCKING BOLTS PER CITY OF RENTON STD. PLANS 204.40 AND 240.50 STD. GALV. STL. STEPS & LADDER REFER TO TABLE FOR RISER DIAMETER PIPE SUPPORT (2 MIN): 3"X0.090" ALUMINUM W/ 5 8" STAINLESS BOLTS 8" SCREW TYPE SHEAR GATE RESTRICTOR ORIFICE 1 EL = SEE TABLE Ø= SEE TABLE PLATE BOLTED TO FLANGE OR DRILLED CAP FLOW CONTROL SCREEN PLATE WITH ORIFICE 2 AS SPECIFIED, BOLTED TO FLANGE OR DRILLED CAP REMOVALBLE WATER TIGHT COUPLING METAL PIPE INLET PIPE, SEE TABLE BOTTOM OF STRUCTURE, SEE TABLE RESTRICTOR ORIFICE 2 EL = SEE TABLE Ø= SEE TABLE ELEVATION VIEW PLAN VIEW 6" M I N 6" MAX 2' M I N 2' M I N 12 " M I N 20" MIN SIZED TO FIT OUTER DIAMETER OF RISER 1' MIN RIM ELEVATION = SEE TABLE OIL WATER SEPARATOR (OWS) STRUCTURE DATA TABLE DESCRIPTION STRUCTURE ID FCS (1-28A) LOADING CRITERIA LOAD LEVEL 6 STRUCTURE DIAMETER (IN)54" TYPE 2 CB RIM ELEVATION 32.32' INLET PIPE SIZE (IN)36.00" INLET PIPE INVERT ELEVATION 25.61' OUTLET PIPE SIZE (IN)12.00" OUTLET PIPE INVERT ELEVATION 25.61' RISER PIPE DIAMETER (IN)12.00" RISER PIPE ELEVATION 29.01' RESTRICTOR ORIFICE 1 DIAMETER (IN)1.65" RESTRICTOR ORIFICE 2 DIAMETER (IN)2.00" RESTRICTOR ORIFICE 1 ELEVATION 23.61' RESTRICTOR ORIFICE 2 ELEVATION 27.91' BOTTOM OF STRUCTURE ELEVATION 20.61' 100-YEAR PEAK FLOW (CFS)0.49 - 3 - 2 SCALE: FLOW CONTROL STRUCTURE DETAIL 1" = 20' 1 1DR.06 SCALE: ORIFICE 2 DETAIL NOT TO SCALE 3 - SCALE: FLOW CONTROL SCREEN DETAIL NOT TO SCALE 2 - R-4214241 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214219 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 D R D . 0 1 . d w g | L a y o u t : 1 D R D . 0 8 PL O T T E D : J u n 1 0 , 2 0 2 4 - 1 2 : 0 4 : 0 3 p m B y C W I L C O X XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 33200 AD-READY SUBMITTAL RENTON SEGMENT DRAINAGE DETAILS 8 OF 8 1DRD.08 242 W. HICKEY H. JOHNSON J. ETULAIN CL OUTLET PIPE 36" DIA (TYP) BOTTOM SURFACE ELEVATION (BSE) LEVEL BOTTOM FINISH GRADE CONTROLLED LOW STRENGTH MATERIAL (CLSM) IN ACCORDANCE WITH WSDOT 2-09.3(1)E EF F E C T I V E S T O R A G E D E P T H (E S D ) 0' - 6 " SE D I M E N T ST O R A G E CONTROL STRUCTURE, SEE DETAIL DWG 1DR.07 DETENTION PIPE DESIGN TABLE FACILITY DET 1-1 STRUCTURE ID FCS (1-28A) WSE 29.10' BSE 25.61' ESD 3.5' L 120' DIA 4' EXCAVATION LIMITS 2'-0" NOTES: 1.ACCESS MANHOLES AND HATCHES SHALL BE LOCATED SUCH THAT NO LOCATION WITHIN THE PIPE IS MORE THAN 100-FEET FROM ANY ACCESS POINT. ACCESS LOCATIONS ARE SHOWN ON DETAILS, SUBMIT ANY REVISIONS TO ACCESS LOCATION FOR ENGINEER APPROVAL. 2.ALL PARTS MUST BE CORROSION RESISTANT. 3.DESIGN, FURNISH AND INSTALL PIPE IN ACCORDANCE WITH PLANS AND SPECIFICATION SECTION. 4.ALIGN ACCESS RISERS WITH INSIDE PIPE WALL, AND FOR LADDER PLACEMENT TO NOT CONFLICT WITH PIPES. 5.CONTROL STRUCTURES AND FLOW RESTRICTORS SHALL CONFORM WITH WSDOT STANDARD PLAN B-10.40-01 EXCEPT AS SHOWN ON THIS DETAIL. INSTALL MANUFACTURED COUPLING BETWEEN RISER PIPE AND OUTLET PIPE. 6.VERIFY LOCATIONS OF EXISTING ADJACENT UTILITIES PRIOR TO BEGINNING OF EXCAVATION FOR PIPE. 7.CONTRACTOR TO DESIGN AND INSTALL TEMPORARY STRUCTURAL SHORING AND DEWATERING PLAN FOR INSTALLATION OF PIPE. 8.MAINTENANCE ACCESS SHALL BE CIRCULAR FRAME AND COVER PER WSDOT STANDARD PLAN B-30.20-04. ALL MAINTENANCE ACCESS HATCHES SHALL BE SOLID LOCKING LIDS, MARKED “DRAIN”. 9.SEE WSDOT STANDARD PLAN B-30.90-02 FOR DETAILS OF RISER ADJUSTMENTS, LADDERS, STEPS AND ORIENTATION OF ACCESS TO PIPES. FLOW CONTROL STRUCTURE 2' (TYP) 2' M I N CO V E R 54" DIA CATCH BASIN (TYP) WSE (SEE DETENTION PIPE DESIGN TABLE) FINISH GRADE DETENTION PIPE (TYP) EXCAVATION LIMITS (SEE DETENTION PIPE DESIGN TABLE) DIA 1' - 0 " M I N T Y P 36" DIA STUB PIPE SCALE: DETENTION PIPE SECTION 1" = 2' A - SCALE: DETENTION FACILITY DETAIL 1" = 2' 1 2DR.06 --A CL CONTROLLED LOW STRENGTH MATERIAL (CLSM) IN ACCORDANCE WITH WSDOT 2-09.3(1)E R-4214242 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214220 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 R 1 . 0 0 . d w g | L a y o u t : 1 R 0 . 0 0 PL O T T E D : J u n 1 0 , 2 0 2 4 - 0 2 : 0 6 : 5 4 p m B y C W I L C O X XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; X - R E T - W A L L - E L E V A T I O N _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 57217 STATE O F WASHIN GT O N ST R U C TURAL E N G INEER P R O FESSIONAL E N GINEER HA N A M. D'A C C I AD-READY SUBMITTAL GENERAL NOTES 1.ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE RAPID RIDE I LINE BUS RAPID TRANSIT IMPROVEMENTS TECHNICAL SPECIFICATIONS. 2.STRUCTURES HAVE BEEN DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, NINTH EDITION, 2020, THE METRO TRANSIT CAPITAL DIVISION RAPID RIDE 2 KIT OF PARTS, 2021, AND THE KING COUNTY METRO TRANSIT PASSENGER FACILITIES IMPROVEMENTS STANDARD DETAILS, 2020. 3.UNLESS OTHERWISE SHOWN IN THE PLANS, THE CONCRETE COVER MEASURED FROM THE FACE OF THE CONCRETE TO THE FACE OF ANY REINFORCING STEEL SHALL BE 2". 4.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET AND INCHES. 5.ALL DIMENSIONS ARE HORIZONTAL AND VERTICAL, UNLESS OTHERWISE SHOWN. 6.UNLESS OTHERWISE NOTED ALL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF CONCRETE CLASS 4000. 7.EXISTING GROUND LINES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED BY THE CONTRACTOR IN THE FIELD. 8.UNLESS OTHERWISE NOTED ALL EXPOSED FACES OF WALLS SHALL BE PAINTED AND SEALED WITH PIGMENTED SEALER. SEE THE TECHNICAL SPECIFICATIONS FOR COLOR. REINF. CONCRETE RETAINING WALL NOTES 1.UNLESS OTHERWISE NOTED FRONT FACE OF CIP WALL SHALL RECEIVE A CLASS 1 FINISH. 2.CIP CONCRETE FOR ADJACENT STEM WALL SECTIONS (BETWEEN VERTICAL EXPANSION JOINTS) SHALL BE FORMED AND PLACED SEPARATELY, WITH A MIN. 12-HOUR TIME PERIOD BETWEEN CONCRETE PLACEMENT OPERATIONS. WALL ABBREVIATIONS TCE -TEMPORARY CONSTRUCTION EASEMENT ROW -RIGHT OF WAY FG -FINISHED GROUND EG -EXISTING GROUND T&B -TOP AND BOTTOM EF -EACH FACE CONC.-CONCRETE AP -ANGLE POINT PC -POINT OF CURVATURE PT -POINT OF TANGENCY *SEE G0.01 SHEET FOR ADDITIONAL ABBREVIATIONS AND NOTES NOT SHOWN. MISC. STRUCTURE NOTES 1.PEDESTRIAN GUARDRAILS 1.1.PEDESTRIAN GUARDRAILS SHALL BE PLACED TO THE LIMITS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. 1.2.PEDESTRIAN GUARDRAIL TYPE 1, FOR STEPS OR OTHER APPLICATIONS, SHALL BE FABRICATED IN ACCORDANCE WITH PEDESTRIAN GUARDRAIL DETAILS ON SHEET 1S5.01. RENTON SEGMENT RETAINING WALL GENERAL NOTES 1R0.00 243 H. D'ACCI C. WILCOX X. WU R-4214243 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 BAR SIZE UNCOATED BARS F'C = 4.0 KSI F'C = 5.0 KSI F'C = 6.0 KSI TOP BARS OTHERS TOP BARS OTHERS TOP BARS OTHERS #3 2'-0"2'-0"2'-0"2'-0"2'-0"2'-0" #4 2'-1"2'-0"2'-0"2'-0"2'-0"2'-0" #5 2'-8"2'-0"2'-4"2'-0"2'-2"2'-0" #6 3'-2"2'-5"2'-10"2'-2"2'-6"2'-0" #7 3'-11"3'-1"3'-7"2'-9"3'-3"2'-6" #8 5'-2"3'-11"4'-7"3'-7"4'-3"3'-3" #9 6'-6"5'-0"5'-11"4'-6"5'-4"4'-2" #10 8'-3"6'-5"7'-5"5'-8"6'-9"5'-3" #11 10'-3"7'-10"9'-2"7'-1"8'-3"6'-5" STAGGER LENGTH = SPLICE LENGTH OR 4'-0" MIN SPLICE LENGTH SPLICE LENGTH TABLE 1 REQUIRED NON-STRUCTURAL SPECIAL INSPECTION REFER TO SPECIFICATION SECTION 01 45 33 SYSTEM OR MATERIAL 2021 IBC CODE REFERENCE REFERENCED STANDARD PERIODIC OWNER FURNISHED SPECIAL INSPECTION (SEE NOTE 1) CONTINUOUS OWNER FURNISHED SPECIAL INSPECTION COMMENTS TESTING FOR SPECIAL INSPECTION GEOTECHNICAL 1. SOILS: A. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY 1705.6, 1803.5.8, 1803.5.9, 1804.6, 1804.7 SECTION 31 23 13, SUBGRADE PREPARATION X PROFESSIONAL OBSERVATION BY GEOTECHNICAL ENGINEER B. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL 1705.6 SECTION 31 23 16, EXCAVATION X PROFESSIONAL OBSERVATION BY GEOTECHNICAL ENGINEER C. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS 1705.6 SECTION 31 23 23, FILL AND BACKFILL X SEE TABLE 3 FOR GRADATION TEST REQUIREMENTS D.DURING FILL PLACEMENT, VERIFY USE OF PROPER MATERIALS AND PROCEDURES IN ACCORDANCE WITH THE PROVISIONS OF THE APPROVED GEOTECHNICAL REPORT. VERIFY DENSITIES, AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF COMPACTED FILL 1705.6, 1803.5.8 SECTION 31 23 23, FILL AND BACKFILL X SEE TABLE 3 FOR DENSITY TEST REQUIREMENTS E. PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY 1705.6 SECTION 31 23 13, SUBGRADE PREPARATION X PROFESSIONAL OBSERVATION BY GEOTECHNICAL ENGINEER SEE TABLE 3 FOR DENSITY TEST REQUIREMENTS TABLE 3 TESTING FOR REQUIRED SPECIAL INSPECTION REFER TO SPECIFICATION SECTION 01 45 33 MATERIAL TYPE OR SCOPE STANDARD 2021 IBC CODE REFERENCE FREQUENCY BY WHOM COMMENTS GEOTECHNICAL COMPACTED FILL GRADATION ASTM C117, C136 1705.6 SECTION 31 23 23, FILL AND BACKFILL OWNER'S TESTING AGENCY COMPACTED FILL COMPACTION ASTM D1557 1705.6 SECTION 31 23 23, FILL AND BACKFILL OWNER'S TESTING AGENCY COMPACTED FILL DENSITY ASTM D6938 1705.6 SECTION 31 23 23, FILL AND BACKFILL OWNER'S TESTING AGENCY PREPARED SUBGRADE DENSITY ASTM D1557 1705.6 SECTION 31 23 13, SUBGRADE PREPARATION OWNER'S TESTING AGENCY SPECIAL INSPECTIONS AND TESTS OF SOILS STAGGERED SPLICE EXAMPLE DESIGN LOADS 1.DEAD LOADS (DC) SELF-WEIGHT: PLAIN CONCRETE p = 145 pcf CAST - IN - PLACE REINFORCED CONCRETE p = 150 pcf REINFORCING AND STRUCTURAL STEEL p = 490 pcf 2.LIVE LOAD (LL) DESIGN LIVE LOAD 250 psf 3.SEISMIC DESIGN PARAMETERS: SITE CLASS: D PGA 0.44g REINFORCING STEEL 1.REINFORCING STEEL SHALL BE DEFORMED BARS AND SHALL CONFORM TO THE REQUIREMENTS OF ASTM A706 (Fy=60 ksi) OR ASTM A615 (Fy=60 ksi). 2.ALL REINFORCING BAR BENDS AND STANDARD HOOKS SHALL CONFORM TO THE TECHNICAL SPECIFICATIONS. 3.ALL LAP SPLICES OF REINFORCING BARS NOT DIMENSIONED ON THE DRAWINGS SHALL BE BASED ON THE LAP SPLICE TABLE BELOW: GEOTECHNICAL RECOMMENDATIONS: 1.FOR RETAINING WALL DESIGN GEOTECHNICAL PARAMETERS, SEE RAPID RIDE I LINE GEOTECHNICAL ENGINEERING REPORT. AD-READY SUBMITTAL 06/11/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214221 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 R 1 . 0 0 . d w g | L a y o u t : 1 R 0 . 0 1 PL O T T E D : J u n 1 0 , 2 0 2 4 - 0 2 : 0 6 : 5 6 p m B y C W I L C O X XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; X - R E T - W A L L - E L E V A T I O N _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 57217 STATE O F WASHIN GT O N ST R U C TURAL E N G INEER P R O FESSIONAL E N GINEER HA N A M. D'A C C I AD-READY SUBMITTAL RETAINING WALL KEY MAP - RENTON NOT TO SCALE RAINER A V E S RAINE R A V E S S 7 T H S T SHATTUC K A V E S LA K E A V E S LAKE AVE S S G R A D Y W A Y S G R A D Y W A Y TALBOT RD S TALBOT RD S I-4 0 5 S B O F F R A M P I-4 0 5 N B O N R A M P BENSON DR S BENSON DR S S 2 1 S T S T TAL B O T R D S SMITHERS AVE S S 4 T H P L TAL B O T R D S S 1 5 T H S T S 2 3 R D S T RENTON SEGMENT RETAINING WALL KEY MAP 1 OF 3 1R0.01 244 H. D'ACCI B. SCHWASINGER X. WU WALL R07R CIP CONC WALL COMBINED RETAINING WALL AND BARRIER SEE SHEET 1R1.05 R-4214244 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/11/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214222 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 R 1 . 0 0 . d w g | L a y o u t : 1 R 0 . 0 2 PL O T T E D : J u n 1 0 , 2 0 2 4 - 0 2 : 0 7 : 0 1 p m B y C W I L C O X XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; X - R E T - W A L L - E L E V A T I O N _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 57217 STATE O F WASHIN GT O N ST R U C TURAL E N G INEER P R O FESSIONAL E N GINEER HA N A M. D'A C C I AD-READY SUBMITTAL RETAINING WALL KEY MAP - RENTON (CON'T) NOT TO SCALE S 26TH S T TALBOT RD S S 27TH PL TALBOT RD S S 3 2 N D S T S 3 6 T H S T S 3 7 T H S T S 3 7 T H S T S 3 8 T H C T S 1 7 7 T H S T TALB O T R D S S C A R R R D 98TH AV E S SMITHERS AVE S SE C A R R R D TALBOT CREST DR S RENTON SEGMENT RETAINING WALL KEY MAP 2 OF 3 1R0.02 245 H. D'ACCI B. SCHWASINGER X. WU WALL R02R CIP CONC WALL KC METRO TYPE COUNTERFORT SEE SHEET 1R1.01 WALL R04R CIP CONC WALL KC METRO TYPE COMBINED OVER 2'-0" HIGH SEE SHEET 1R1.03 WALL R03L CIP CONC WALL KC METRO TYPE COMBINED SEE SHEET 1R1.02 R-4214245 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/11/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214223 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 R 1 . 0 0 . d w g | L a y o u t : 1 R 0 . 0 3 PL O T T E D : J u n 1 0 , 2 0 2 4 - 0 2 : 0 7 : 0 7 p m B y C W I L C O X XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; X - R E T - W A L L - E L E V A T I O N _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 57217 STATE O F WASHIN GT O N ST R U C TURAL E N G INEER P R O FESSIONAL E N GINEER HA N A M. D'A C C I AD-READY SUBMITTAL MILL AVE S S E C A R R R D 106TH P L S E SE P E T R O V I S T K Y R D WELLS AVE S 105TH PL SE BENSON D R S 108TH AVE SE SE 1 8 0 T H S T SE 1 8 1 S T S T SE 1 8 2 N D S T SE 1 8 6 T H S T SE 1 8 7 T H P L SE 1 9 0 T H S T SE 1 9 2 N D S T CITY OF KENT CITY OF RENTON RENTON SEGMENT RETAINING WALL KEY MAP 3 OF 3 1R0.03 246 H. D'ACCI B. SCHWASINGER X. WU RETAINING WALL KEY MAP - RENTON (CON'T) NOT TO SCALE WALL R06R CIP CONC WALL KC METRO TYPE COMBINED SEE SHEET 1R1.04 WALL R08L CIP CONC WALL KC METRO TYPE COMBINED SEE SHEET 1R1.06 R-4214246 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/11/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214224 90 95 100 105 90 95 100 105 -0+10 0+00 0+20 0+40 0+60 0+80 1+00 1+20 BE G I N W A L L R 0 2 R AP AP AP TOP OF WALL & TOP OF SIDEWALK PEDESTRIAN GUARDRAIL TYPE 1 AP AP AP WA L L R 2 0 R 0 + 0 0 EL E V 9 9 . 3 4 WA L L R 2 0 R 0 + 0 6 . 0 7 EL E V 9 9 . 4 3 WA L L R 2 0 R 0 + 1 1 . 9 0 EL E V 9 9 . 4 9 WA L L R 2 0 R 0 + 1 9 . 9 0 EL E V 1 0 0 . 1 0 WA L L R 2 0 R 0 + 4 8 . 5 6 EL E V 1 0 0 . 5 1 WA L L R 2 0 R 0 + 5 5 . 6 3 EL E V 1 0 0 . 6 3 WA L L R 2 0 R 0 + 7 7 . 0 5 EL E V 1 0 0 . 9 4 WA L L R 2 0 R 0 + 8 7 . 5 0 EL E V 1 0 1 . 0 5 WA L L R 2 0 R 0 + 9 1 . 4 2 EL E V 1 0 1 . 1 0 WA L L R 2 0 R 0 + 9 7 . 4 2 EL E V 1 0 0 . 7 0 WA L L R 2 0 R 1 + 0 3 . 2 5 EL E V 1 0 0 . 7 6 WA L L R 2 0 R 1 + 1 1 . 7 8 EL E V 1 0 0 . 6 4 ELEV 96.53 ELEV 92.90 ELEV 92.90 ELEV 92.90 ELEV 92.90 ELEV 93.42 ELEV 98.13 ELEV 95.53 ELEV 95.61 ELEV 95.64 ELEV 95.40 ELEV 95.92 EN D W A L L R 0 2 R FINISHED GROUND AT FRONT FACE OF WALL = EXISTING GROUND 4 FEET IN FRONT OF WALL BOTTOM OF WALL EXISTING GROUND AT FRONT FACE OF WALL ELEV 92.90 ELEV 95.48 UDUDUDUDUDUDUDUDUDUDUDUDUDUDUD UNDERDRAIN BE G I N S H E L T E R F O O T I N G WA L L R 2 0 R 0 + 5 5 . 9 8 EL E V 1 0 0 . 6 4 EN D S H E L T E R F O O T I N G WA L L R 2 0 R 0 + 6 5 . 9 8 EL E V 1 0 0 . 7 8 57+00 UD UD UD UD UD UD UD U D UD UD UD UD UD UD UD UD GENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.SEE RENTON SEGMENT ROW, SURVEY CONTROL AND ALIGNMENT PLANS FOR ROADWAY ALIGNMENT INFORMATION. LEGEND WALL UNDERDRAIN EXISTING GROUND PEDESTRIAN GUARDRAIL OR TRAFFIC BARRIER RETAINING WALL RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) PROPERTY LINE (EXISTING) TEMPORARY CONSTRUCTION EASEMENT UD C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 R 1 . 0 1 . d w g | L a y o u t : 1 R 1 . 0 1 PL O T T E D : J u n 1 0 , 2 0 2 4 - 0 2 : 0 9 : 3 5 p m B y C W I L C O X XR E F S : X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - L E G E N D . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - R D W Y _ R E N T O N . d w g ; X - T O P O . d w g ; X - A L I G N . d w g ; X - R O W _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R E T - W A L L - E L E V A T I O N _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473 100% SUBMITTAL K. CHANG YUEN 57217 STATE O F WASHIN GT O N ST R U C TURAL E N G INEER P R O FESSIONAL E N GINEER HA N A M. D'A C C I AD-READY SUBMITTAL WALL R02R - PLAN - CIP CONC WALL KC METRO TYPE COUNTERFORT WALL R02R - DEVELOPED ELEVATION - CIP CONC WALL KC METRO TYPE COUNTERFORT 5'10' HORIZONTAL SCALE 0' 2.5'5' VERTICAL SCALE 0' S TALBOT RD (TAL-21-LINE) WALL R02R LAYOUT LINE BEGIN WALL R02R WALL R02R 0+00.00 = TAL-21 56+42.18, RT 16.48' RENTON SEGMENT RETAINING WALL PLAN AND ELEVATION WALL R02R 1R1.01 247 H. D'ACCI H. D'ACCI X. WU CALL 811 BEFORE YOU DIG D 1R 2 . 0 1 ANGLE POINT WALL R02R 0+06.07 = TAL-21 56+42.27, RT 22.55' ANGLE POINT WALL R02R 0+48.56 = TAL-21 56+84.76, RT 21.93' ANGLE POINT WALL R02R 0+55.63 = TAL-21 56+89.83, RT 26.86' ANGLE POINT WALL R02R 0+77.05 = TAL-21 57+11.25, RT 26.54' ANGLE POINT WALL R02R 0+87.50 = TAL-21 57+21.47, RT 24.39' ANGLE POINT WALL R02R 1+03.25 = TAL-21 57+37.22, RT 24.15' END WALL R02R WALL R02R 1+11.78 = TAL-21 57+37.09, RT 15.63' EXISTING ROW C 1R 2 . 0 1 BEGIN SHELTER FOOTING WALL R02R 0+55.98, LT 0.83' = TAL-21 56+90.16, RT 26.02' END SHELTER FOOTING WALL R02R 0+65.98, LT 0.83' = TAL-21 57+00.16, RT 25.88' SHELTER FOOTING RETAINING WALL FOOTING R-4214247 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 AD-READY SUBMITTAL 06/11/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214225 105 110 115 105 110 115 -0+10 0+00 0+20 0+40 0+60 0+80 BE G I N W A L L R 0 3 L EN D W A L L R 0 3 L BOTTOM OF WALL EXISTING GROUND AT BACK OF WALLTOP OF WALL AP AP ELEV 107.60 ELEV 107.67 ELEV 108.19 ELEV 108.11 ELEV 108.59 ELEV 109.20 ELEV 109.11 WA L L R 0 3 L S T A 0 + 0 0 EL E V 1 0 8 . 8 5 WA L L R 0 3 L S T A 0 + 0 5 EL E V 1 1 0 . 8 3 WA L L R 0 3 L S T A 0 + 1 0 EL E V 1 1 0 . 9 7 WA L L R 0 3 L S T A 0 + 4 5 EL E V 1 1 0 . 9 9 WA L L R 0 3 L S T A 0 + 6 6 EL E V 1 1 0 . 6 0 WA L L R 0 3 L S T A 0 + 7 1 EL E V 1 0 9 . 3 5 FINISHED GROUND AT BACK OF WALL BE G I N P Y L O N F O O T I N G WA L L R 0 3 L S T A 0 + 2 6 EL E V 1 1 0 . 9 7 EN D P Y L O N F O O T I N G WA L L R 0 3 L S T A 0 + 3 0 . 5 0 EL E V 1 1 0 . 9 8 BE G I N S H E L T E R F O O T I N G WA L L R 0 3 L S T A 0 + 3 9 . 5 0 EL E V 1 1 0 . 9 8 EN D S H E L T E R F O O T I N G WA L L R 0 3 L S T A 0 + 5 8 . 4 3 EL E V 1 1 0 . 7 1 TOP OF SIDEWALK ELEV 107.12ELEV 106.96ELEV 106.89ELEV 106.85 ELEV 108.90 ELEV 108.93 ELEV 109.00 ELEV 109.13 PYLON FOOTING SHELTER FOOTING ELEV 108.79 ELEV 108.67 ELEV 107.71 ELEV 108.12ELEV 107.89 ELEV 107.96ELEV 107.85 88+00 SD S D GENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.SEE RENTON SEGMENT ROW, SURVEY CONTROL AND ALIGNMENT PLANS FOR ROADWAY ALIGNMENT INFORMATION. LEGEND WALL UNDERDRAIN EXISTING GROUND PEDESTRIAN GUARDRAIL OR TRAFFIC BARRIER RETAINING WALL RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) PROPERTY LINE (EXISTING) TEMPORARY CONSTRUCTION EASEMENT UD C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 R 1 . 0 1 . d w g | L a y o u t : 1 R 1 . 0 2 PL O T T E D : J u n 1 0 , 2 0 2 4 - 0 2 : 1 0 : 2 6 p m B y C W I L C O X XR E F S : X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - L E G E N D . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - R D W Y _ R E N T O N . d w g ; X - T O P O . d w g ; X - A L I G N . d w g ; X - R O W _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R E T - W A L L - E L E V A T I O N _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473 100% SUBMITTAL K. CHANG YUEN 57217 STATE O F WASHIN GT O N ST R U C TURAL E N G INEER P R O FESSIONAL E N GINEER HA N A M. D'A C C I AD-READY SUBMITTAL WALL R03L - PLAN - CIP CONC WALL KC METRO TYPE COMBINED WALL R03L - DEVELOPED ELEVATION - CIP CONC WALL KC METRO TYPE COMBINED 5'10' HORIZONTAL SCALE 0' 2.5'5' VERTICAL SCALE 0' S TALBOT RD (TAL-21-LINE) WALL R03L LAYOUT LINE BEGIN WALL R03L WALL R03L 0+00.00 = TAL-21 88+13.28, LT 27.42' RENTON SEGMENT RETAINING WALL PLAN AND ELEVATION WALL R03L 1R1.02 248 H. D'ACCI H. D'ACCI X. WU CALL 811 BEFORE YOU DIG B 1R 2 . 0 1 AP WALL R03L 0+05.00 = TAL-21 88+13.28 LT 32.42' END WALL R03L WALL R03L 0+71.00 = TAL-21 88+74.28, LT 27.42' AP WALL R03L 0+66.00 = TAL-21 88+74.28, LT 32.42' TCE PROPOSED ROW BEGIN PYLON FOOTING WALL R03L 0+26.00 = TAL-21 88+34.28, LT 32.42' END PYLON FOOTING WALL R03L 0+30.50 = TAL-21 88+38.78, LT 32.42' BEGIN SHELTER FOOTING WALL R03L 0+39.50 = TAL-21 88+47.78, LT 32.42' END SHELTER FOOTING WALL R03L 0+58.43 = TAL-21 88+66.71, LT 32.42' LIGHT POLE FOUNDATION, TYP A 1R 2 . 0 1 RETAINING WALL FOOTING PYLON FOOTING SHELTER FOOTING LIGHT POLE FOUNDATION, TYP R-4214248 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 AD-READY SUBMITTAL 06/11/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214226 100 105 110 115 100 105 110 115 -0+10 0+00 0+20 0+40 0+60 0+80 0+90 WA L L R 0 4 R S T A 0 + 0 0 EL E V 1 0 8 . 5 0 WA L L R 0 4 R S T A 0 + 0 5 . 7 7 EL E V 1 0 8 . 5 9 WA L L R 0 4 R S T A 0 + 8 2 . 6 0 EL E V 1 0 9 . 1 3 WA L L R 0 4 R S T A 0 + 8 8 . 2 2 EL E V 1 0 9 . 0 3 ELEV 106.48 ELEV 102.87ELEV 102.41 ELEV 103.25 ELEV 105.99 BOTTOM OF WALL EXISTING GROUND AT FRONT FACE OF WALL TOP OF WALL & TOP OF SIDEWALK PEDESTRIAN GUARDRAIL TYPE 1 WA L L R 0 4 R S T A 0 + 2 6 . 0 1 EL E V 1 0 8 . 9 6 WA L L R 0 4 R S T A 0 + 4 4 . 9 4 EL E V 1 0 9 . 0 9 WA L L R 0 4 R S T A 0 + 5 8 . 4 4 EL E V 1 0 9 . 1 9 WA L L R 0 4 R S T A 0 + 5 3 . 9 4 EL E V 1 0 9 . 1 5 BE G I N W A L L R 0 4 R BE G I N S H E L T E R F O O T I N G EN D W A L L R 0 4 R AP AP EN D S H E L T E R F O O T I N G BE G I N P Y L O N F O O T I N G EN D P Y L O N F O O T I N G FINISHED GROUND AT FRONT FACE OF WALL = EXISTING GROUND 4 FEET IN FRONT OF WALL WA L L R 0 4 R S T A 0 + 1 8 . 4 4 EL E V 1 0 8 . 9 1 PYLON FOOTINGSHELTER FOOTING UDUDUDUDUDUDUDUDUDUDUD ELEV 102.67 ELEV 102.64ELEV 102.56ELEV 102.41 ELEV 106.84 ELEV 108.05 WALL R04R STA 0+08.73 ELEV 105.86 WALL R04R STA 0+78.41 ELEV 106.65 WA L L R 0 4 R S T A 0 + 7 4 . 1 0 EL E V 1 0 9 . 3 0 89+00 SD UDUDUDUDUDUDUDUDUD S D S D S D S D GENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.SEE RENTON SEGMENT ROW, SURVEY CONTROL AND ALIGNMENT PLANS FOR ROADWAY ALIGNMENT INFORMATION. LEGEND WALL UNDERDRAIN EXISTING GROUND PEDESTRIAN GUARDRAIL OR TRAFFIC BARRIER RETAINING WALL RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) PROPERTY LINE (EXISTING) TEMPORARY CONSTRUCTION EASEMENT UD C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 R 1 . 0 1 . d w g | L a y o u t : 1 R 1 . 0 3 PL O T T E D : J u n 1 0 , 2 0 2 4 - 0 2 : 1 1 : 4 3 p m B y C W I L C O X XR E F S : X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - L E G E N D . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - R D W Y _ R E N T O N . d w g ; X - T O P O . d w g ; X - A L I G N . d w g ; X - R O W _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R E T - W A L L - E L E V A T I O N _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473 100% SUBMITTAL K. CHANG YUEN 57217 STATE O F WASHIN GT O N ST R U C TURAL E N G INEER P R O FESSIONAL E N GINEER HA N A M. D'A C C I AD-READY SUBMITTAL WALL R04R - PLAN - CIP WALL KC METRO TYPE COMBINED OVER 2'-0" HIGH WALL R04R - DEVELOPED ELEVATION - CIP CONC WALL KC METRO TYPE COMBINED OVER 2'-0" HIGH 5'10' HORIZONTAL SCALE 0' 2.5'5' VERTICAL SCALE 0' S TALBOT RD (TAL-21-LINE) WALL R04R LAYOUT LINE BEGIN WALL R04R WALL R04R 0+00.00 = TAL-21 88+27.57, RT 27.52' RENTON SEGMENT RETAINING WALL PLAN AND ELEVATION WALL R04R 1R1.03 249 H. D'ACCI H. D'ACCI X. WU CALL 811 BEFORE YOU DIG E 1R 2 . 0 1 AP WALL R04R 0+05.77 = TAL-21 88+27.58, RT 33.29' AP WALL R04R 0+82.60 = TAL-21 89+04.41, RT 33.15' END WALL R04R WALL R04R 0+88.22 = TAL-21 89+04.41, RT 27.53' EXISTING ROW BEGIN SHELTER FOOTING WALL R04R 0+26.01 = TAL-21 88+47.81, RT 33.26' END SHELTER FOOTING WALL R04R 0+44.94 = TAL-21 88+66.74, RT 33.22' BEGIN PYLON FOOTING WALL R04R 0+53.94 = TAL-21 88+75.74, RT 33.20' END PYLON FOOTING WALL R04R 0+58.44 = TAL-21 88+80.24, RT 33.20' LIGHT POLE FOUNDATION, TYP F 1R 2 . 0 1 UNDERDRAIN SHELTER FOOTING PYLON FOOTING RETAINING WALL FOOTING LIGHT POLE FOUNDATION, TYP R-4214249 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 AD-READY SUBMITTAL 06/11/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214227 460 465 470 460 465 470 -0+10 0+00 0+20 0+40 0+60 0+70 BE G I N W A L L R 0 6 R EN D W A L L R 0 6 R BOTTOM OF WALL FINISHED GROUND AT BACK OF WALL WALL R06R 0+62.00 TOP OF WALL AP EN D P Y L O N F O O T I N G WA L L R 0 6 R S T A 0 + 0 0 EL E V 4 6 5 . 4 7 WA L L R 0 6 R S T A 0 + 0 5 EL E V 4 6 7 . 5 0 WA L L R 0 6 R S T A 0 + 2 1 . 5 7 EL E V 4 6 7 . 5 6 ELEV 463.30 WA L L R 0 6 R S T A 0 + 6 5 . 9 6 EL E V 4 6 8 . 3 5 WA L L R 0 6 R S T A 0 + 4 5 EL E V 4 6 7 . 6 5 ELEV 463.67 ELEV 464.30 ELEV 464.67 ELEV 465.19 ELEV 464.19 ELEV 463.19 ELEV 465.69 ELEV 464.78 ELEV 463.78 ELEV 465.99 ELEV 464.92 ELEV 463.92 ELEV 466.61 ELEV 465.61 ELEV 467.02 TOP OF SIDEWALK BE G I N S H E L T E R F O O T I N G WA L L R 0 6 R S T A 0 + 3 7 . 5 0 EL E V 4 6 7 . 6 2 EN D S H E L T E R F O O T I N G WA L L R 0 6 R S T A 0 + 4 0 . 5 0 EL E V 4 6 7 . 6 3 BE G I N P Y L O N F O O T I N G EXISTING GROUND AT BACK OF WALL AP WA L L R 0 6 R S T A 0 + 5 9 . 5 1 EL E V 4 6 8 . 9 4 AP WA L L R 0 6 R S T A 0 + 4 8 . 1 7 EL E V 4 6 8 . 1 8 ELEV 464.69 ELEV 463.69 ELEV 464.99 ELEV 466.02 ELEV 465.78 ELEV 465.92 SD UD U D U D UDUDUDUDUDUDUD SD O H P O H P O H P O H P O H P O H P O H P OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP O H P O H P O H P O H P O H P O H P O H P O H P GENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.SEE RENTON SEGMENT ROW, SURVEY CONTROL AND ALIGNMENT PLANS FOR ROADWAY ALIGNMENT INFORMATION. LEGEND WALL UNDERDRAIN EXISTING GROUND PEDESTRIAN GUARDRAIL OR TRAFFIC BARRIER RETAINING WALL RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) PROPERTY LINE (EXISTING) TEMPORARY CONSTRUCTION EASEMENT UD C: \ p w _ w o r k d i r \ d e n 0 0 3 \ j e g _ d a c c i h m \ d 0 6 0 1 3 8 9 \ 1 R 1 . 0 1 . d w g | L a y o u t : 1 R 1 . 0 4 PL O T T E D : F e b 1 7 , 2 0 2 6 - 0 2 : 1 6 : 0 4 p m B y D a c c i h m XR E F S : X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - L E G E N D . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - R D W Y _ R E N T O N . d w g ; X - T O P O . d w g ; X - A L I G N . d w g ; X - R O W _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R E T - W A L L - E L E V A T I O N _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE MARCH 2025G. FRANCO 1134237 KC001396 473K. CHANG YUEN 57217 STATE O F WASHIN G T O N ST R U C TURAL E N GINEER P R O FESSIONAL E N GINEER HA N A M. D'A C C I ISSUE FOR CONSTRUCTIONISSUE FOR CONSTRUCTION MARCH 2025 WALL R06R - PLAN - CIP CONC WALL KC METRO TYPE COMBINED WALL R06R - DEVELOPED ELEVATION - CIP CONC WALL KC METRO TYPE COMBINED 5'10' HORIZONTAL SCALE 0' 2.5'5' VERTICAL SCALE 0' 108TH AVE SE WALL R06R LAYOUT LINE BEGIN WALL R06R WALL R06R 0+00.00 = 108TH 31+11.27 RT 36.54' RENTON SEGMENT RETAINING WALL PLAN AND ELEVATION WALL R06R 1R1.04 250 H. D'ACCI H. D'ACCI X. WU CALL 811 BEFORE YOU DIG B 1R 2 . 0 1 A EXISTING ROW AP WALL R06R 0+05.00 = 108TH 31+15.85 RT 38.54' END WALL R06R WALL R06R 0+65.96 = 108TH 31+72.31 RT 48.15' TCE BEGIN SHELTER FOOTING WALL R06R 0+21.57 = 108TH 31+32.42 RT 38.54' END SHELTER FOOTING WALL R06R 0+37.50 = 108TH 31+48.35 RT 38.54' BEGIN PYLON FOOTING WALL R06R 0+40.50 = 108TH 31+51.35 RT 38.54' END PYLON FOOTING WALL R06R 0+45.00 = 108TH 31+55.85 RT 38.54' SHELTER FOOTING PYLON FOOTING LIGHT POLE FOUNDATION, TYP SHELTER FOOTING PYLON FOOTING A 1R 2 . 0 1 A RETAINING WALL FOOTING EXISTING WATER LINE LIGHT POLE FOUNDATION R-4214250 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 AP WALL R06R 0+47.11 = 108TH 31+57.95 RT 38.54' AP WALL R06R 0+59.51 = 108TH 31+65.86 RT 48.10' DCR #7 - RENTON 186TH OB STATION CHANGES1 DAM 1 HMD 01-30-26 RELOCATED PSE POLE POWER PEDESTAL FOOTING 02/19/2026 DEVELOPMENT ENGINEERING msippo 04/17/2026 R-4214228 27 30 35 40 27 30 35 40 -0+10 0+00 0+20 0+40 0+60 0+80 1+00 1+10 WA L L R 0 7 R 0 + 0 0 EL E V 3 4 . 4 1 WA L L R 0 7 R 0 + 1 9 . 4 8 EL E V 3 4 . 5 9 WA L L R 0 7 R 0 + 4 0 . 4 1 EL E V 3 4 . 7 9 WA L L R 0 7 R 0 + 5 9 . 3 4 EL E V 3 4 . 9 7 WA L L R 0 7 R 0 + 6 8 . 3 4 EL E V 3 5 . 0 5 WA L L R 0 7 R 0 + 7 2 . 8 4 EL E V 3 5 . 1 0 WA L L R 0 7 R 0 + 9 3 . 9 6 EL E V 3 5 . 2 9 WA L L R 0 7 R 1 + 0 4 . 4 0 EL E V 3 2 . 1 0 ELEV 31.60 ELEV 31.55ELEV 31.49ELEV 31.47ELEV 31.45ELEV 31.39ELEV 31.33 ELEV 31.22 ELEV 29.22 ELEV 29.33 ELEV 29.39 ELEV 29.44 ELEV 29.47 ELEV 29.48 ELEV 29.53 ELEV 29.60 BE G I N W A L L R 0 7 R AP AP EN D W A L L R 0 7 R BE G I N S H E L T E R F O O T I N G EN D S H E L T E R F O O T I N G BE G I N P Y L O N F O O T I N G EN D P Y L O N F O O T I N G SHELTER FOOTING PYLON FOOTING EXISTING GROUND AT BACK OF WALL TOP OF WALL TOP OF SIDEWALK & SHELTER FOOTING FINISHED GROUND AT BACK OF WALL BOTTOM OF WALL PEDESTRIAN GUARDRAIL, TYP SD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD GENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.SEE RENTON SEGMENT ROW, SURVEY CONTROL AND ALIGNMENT PLANS FOR ROADWAY ALIGNMENT INFORMATION. LEGEND WALL UNDERDRAIN EXISTING GROUND PEDESTRIAN GUARDRAIL OR TRAFFIC BARRIER RETAINING WALL RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) PROPERTY LINE (EXISTING) TEMPORARY CONSTRUCTION EASEMENT UD C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 R 1 . 0 1 . d w g | L a y o u t : 1 R 1 . 0 5 PL O T T E D : J u n 1 0 , 2 0 2 4 - 0 2 : 1 4 : 1 4 p m B y C W I L C O X XR E F S : X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - L E G E N D . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - R D W Y _ R E N T O N . d w g ; X - T O P O . d w g ; X - A L I G N . d w g ; X - R O W _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R E T - W A L L - E L E V A T I O N _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473 100% SUBMITTAL K. CHANG YUEN 57217 STATE O F WASHIN GT O N ST R U C TURAL E N G INEER P R O FESSIONAL E N GINEER HA N A M. D'A C C I AD-READY SUBMITTAL WALL R07R - PLAN-CIP CONC WALL TYPE COMBINED WALL AND BARRIER WALL R07R - DEVELOPED ELEVATION-CIP CONC WALL TYPE COMBINED WALL AND BARRIER 5'10' HORIZONTAL SCALE 0' 2.5'5' VERTICAL SCALE 0' S GRADY WAY (GRA-LINE) RENTON SEGMENT RETAINING WALL PLAN AND ELEVATION WALL R07R 1R1.05 251 H. D'ACCI H. D'ACCI X. WU CALL 811 BEFORE YOU DIG BEGIN WALL R07R WALL R07R 0+0.00 = GRA 22+78.25, RT 54.54' ANGLE POINT WALL R07R 0+19.48 = GRA 22+96.35, RT 61.00' ANGLE POINT WALL R07R 0+93.96 = GRA 23+69.66, RT 61.00' END WALL R07R WALL R07R 1+04.40 = GRA 23+79.50, RT 64.00' WALL R07R LAYOUT LINE B 1R 2 . 0 2 SHELTER FOOTING PYLON FOOTINGLIGHT POLE FOUNDATION, TYP A 1R 2 . 0 2 BEGIN SHELTER FOOTING WALL R07R 0+40.41 = GRA 23+16.95, RT 61.00' END SHELTER FOOTING WALL R07R 0+59.34 = GRA 23+35.59, RT 61.00' BEGIN PYLON FOOTING WALL R07R 0+68.34 = GRA 23+44.45, RT 61.00' END PYLON FOOTING WALL R07R 0+72.84 = GRA 23+48.87, RT 61.00' RETAINING WALL FOOTING LIGHT POLE FOUNDATION, TYP R-4214251 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 AD-READY SUBMITTAL 06/11/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214229 340 345 350 355 360 365 340 345 350 355 360 365 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 EXISTING GROUND AT BACK OF WALL ELEV 344.59 ELEV 344.80 ELEV 345.47 ELEV 346.41 ELEV 348.63 ELEV 349.63 ELEV 351.82 ELEV 351.26 ELEV 345.02 WA L L R 0 8 L S T A 0 + 0 0 EL E V 3 4 6 . 0 0 WA L L R 0 8 L S T A 0 + 0 7 . 8 2 EL E V 3 4 7 . 3 8 WA L L R 0 8 L S T A 0 + 2 1 . 6 7 EL E V 3 4 8 . 5 5 WA L L R 0 8 L S T A 0 + 2 6 . 1 7 EL E V 3 4 8 . 8 3 WA L L R 0 8 L S T A 0 + 3 5 . 1 7 EL E V 3 4 9 . 3 9 WA L L R 0 8 L S T A 0 + 5 4 . 1 0 EL E V 3 5 0 . 0 7 WA L L R 0 8 L S T A 0 + 8 0 . 9 5 EL E V 3 5 1 . 2 9 WA L L R 0 8 L S T A 1 + 5 1 . 9 5 EL E V 3 5 2 . 5 0 TOP OF WALL BOTTOM OF WALL TOP OF SIDEWALK & SHELTER FOOTING BE G I N W A L L R 0 8 L EN D W A L L R 0 8 L AP WA L L R 0 8 L S T A 0 + 1 1 . 6 0 EL E V 3 4 7 . 7 0 AP / P C WA L L R 0 8 L S T A 0 + 6 1 . 3 8 EL E V 3 5 0 . 3 3 AP / P T WA L L R 0 8 L S T A 1 + 3 9 . 5 8 EL E V 3 5 3 . 3 2 ELEV 345.30 ELEV 347.77 ELEV 350.82 ELEV 348.77 ELEV 347.47 ELEV 346.11 BE G I N P Y L O N F O O T I N G EN D P Y L O N F O O T I N G BE G I N S H E L T E R F O O T I N G EN D S H E L T E R F O O T I N G ELEV 345.59 ELEV 345.11 ELEV 346.30 ELEV 346.80 ELEV 347.02 ELEV 352.26 ELEV 348.41 44+00 45+00 GENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.SEE RENTON SEGMENT ROW, SURVEY CONTROL AND ALIGNMENT PLANS FOR ROADWAY ALIGNMENT INFORMATION. LEGEND WALL UNDERDRAIN EXISTING GROUND PEDESTRIAN GUARDRAIL OR TRAFFIC BARRIER RETAINING WALL RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) PROPERTY LINE (EXISTING) TEMPORARY CONSTRUCTION EASEMENT UD C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 R 1 . 0 1 . d w g | L a y o u t : 1 R 1 . 0 6 PL O T T E D : J u n 1 0 , 2 0 2 4 - 0 2 : 1 5 : 3 9 p m B y C W I L C O X XR E F S : X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - L E G E N D . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - R D W Y _ R E N T O N . d w g ; X - T O P O . d w g ; X - A L I G N . d w g ; X - R O W _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R E T - W A L L - E L E V A T I O N _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473 100% SUBMITTAL K. CHANG YUEN 57217 STATE O F WASHIN GT O N ST R U C TURAL E N G INEER P R O FESSIONAL E N GINEER HA N A M. D'A C C I AD-READY SUBMITTAL WALL R08L - PLAN-CIP CONC WALL KC METRO TYPE COMBINED WALL R08L - DEVELOPED ELEVATION-CIP CONC WALL KC METRO TYPE COMBINED 10'20' HORIZONTAL SCALE 0' 5'10' VERTICAL SCALE 0' SE CARR RD (CAR-LINE) RENTON SEGMENT RETAINING WALL PLAN AND ELEVATION WALL R08L 1R1.06 252 H. D'ACCI H. D'ACCI X. WU CALL 811 BEFORE YOU DIG A 1R 2 . 0 1 BEGIN WALL R08L WALL R08L 0+00.00 = CAR 43+87.86, LT 43.69' AP / PC WALL R08L 0+61.38 = CAR 44+47.87, LT 43.64' R1,260.50'WALL R08L LAYOUT LINE AP/PT WALL R08L 1+39.58 = CAR 45+24.31, LT 43.71' END WALL R08L WALL R08L 1+51.95 = CAR 45+36.04, LT 40.62' B 1R 2 . 0 1 AP WALL R08L 0+11.60 = CAR 43+99.20, LT 43.69' BEGIN PYLON FOOTING WALL R08L 0+21.67 = CAR 44+09.05, LT 43.58' END PYLON FOOTING WALL R08L 0+26.17 = CAR 44+13.45, LT 43.54' BEGIN SHELTER FOOTING WALL R08L 0+35.17 = CAR 44+22.25, LT 43.51' END SHELTER FOOTING WALL R08L 0+54.10 = CAR 44+40.75, LT 43.57' PYLON FOOTING SHELTER FOOTING LIGHT POLE FOUNDATION EXISTING ROW PYLON FOOTING SHELTER FOOTING RETAINING WALL FOOTING LIGHT POLE FOUNDATION R-4214252 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 AD-READY SUBMITTAL 06/11/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214230 TOP OF WALL 3" ABOVE FINISHED GRADE 3/4" CHAMFER FOR ALL EXPOSED EDGES VARIES RESTORE SURFACE TO ORIG OR BETTER CONDITION UNDISTURBED SOIL OR COMPACTED NATIVE SOIL OR STRUCT FILL IF NEEDED 4" - 6" QUARRY SPALLS 1" MINUS WASHED ROCK 4" SCHED 40 PERFORATED PVC PIPE FOR WALLS HIGHER THAN 3'-0" FILTER FABRIC & DRAIN PIPE FOR WALLS HIGHER THAN 3'-0" 6" MI N (2) #5 UNDISTURBED SOIL (4) #5 #4 @ 12" W/ 3" COVER 6"1'-6"1'-3" 4' - 0 " M A X 6" TY P 6" VARIES 1'-0" #5 @ 12" EW W/ 3" COVER, SEE TYPICAL CORNER DETAIL ON SHEET 1R2.02 FOR REBARS AT ALL CORNERS REINF BARS CONT BTWN WALL OR CURB & FTG OR SIDEWALK, DOWELLING WALL OR CURB TO FTG SHALL NOT BE ACCEPTABLE SEE NOTE SIDEWALK OR SIDEWALK EXTENSION PER CITY STD DETAIL BEYOND THE THICKENED EDGE SHOWN WALL LAYOUT LINE WA L L H E I G H T , H , VA R I E S , S E E E L E V A T I O N 8" #6 REBAR @12" OC VARIES PEDESTRIAN GUARDRAIL TYPE 1 2"x4" KEY #4 @ 12" OC EW #5 REBAR @ 12" OC EW (TYP TO SIDEWALLS) 2' - 0 " M I N / 4 ' - 0 " M A X 2' - 6 " MI N . 5'-0"8"2'-0" 1' - 0 " (8) #6 REBAR OVERLAPPING LENGTH 2'-0" EXISTING GROUND (VARIES) WALL LAYOUT LINE TOP OF WALL WA L L H E I G H T , H , VA R I E S , S E E E L E V A T I O N SIDEWALK OR SIDEWALK EXTENSION PER CITY STD DETAIL BEYOND THE THICKENED EDGE SHOWN 6" ALIGNED W/ VERT REINF #4 2'-6" 2' - 6 " @ 12" OC STRUCTURE FILL 4" - 6" QUARRY SPALLS FILTER FABRIC 4" Ø PERFORATED PIPE, SEE PLANS FOR DAYLIGHTING REQUIREMENTS 1" MINUS WASHED ROCK DAYLIGHT TO LANDSCAPED AREA 2' - 0 " 1 1 5" PEDESTRIAN GUARDRAIL VARIES 6" REBAR OVERLAPPING LENGTH 2'-0" ALIGNED W/ VERT REINF 2X4 KEY 10" THICK CONC RETAINING WALL #5 @ 12" OC VERT #4 @ 8" OC HORIZ #5 @ 12" OC DOWELS (3) #5 2X4 KEY #5 @ 10" OC (6) #5 STRUCTURAL FILL 4" TO 6" QUARRY SPALLS 1' - 0 " 1' - 6 " 4'-3"1'-3" 2' - 6 " 5' - 9 " M A X 3" CL R #4 2'-6" 2'- 6 " @ 12" OC WALL LAYOUT LINE WA L L H E I G H T , H , VA R I E S , S E E E L E V A T I O N #4 @ 12" OC (5) #4 SIDEWALK OR SIDEWALK EXTENSION PER CITY STD DETAIL BEYOND THE THICKENED EDGE SHOWN FILTER FABRIC 4" Ø PERFORATED PIPE, SEE PLANS FOR DAYLIGHTING REQUIREMENTS 1" MINUS WASHED ROCK DAYLIGHT TO LANDSCAPED AREA 1' - 2 " 1 1 5" TOP OF WALL 3" ABOVE FINISHED GRADE 3/4" CHAMFER FOR ALL EXPOSED EDGESRESTORE SURFACE TO ORIG OR BETTER CONDITION UNDISTURBED SOIL OR COMPACTED NATIVE SOIL OR STRUCT FILL IF NEEDED 4" - 6" QUARRY SPALLS 1" MINUS WASHED ROCK 4" SCHED 40 PERFORATED PVC PIPE FOR WALLS HIGHER THAN 3'-0" FILTER FABRIC & DRAIN PIPE FOR WALLS HIGHER THAN 3'-0" 6" MI N (2) #5 UNDISTURBED SOIL (2) #5 1'-3" 4' - 0 " M A X 2' - 0 " 1'-0"8" #5 @ 12" EW W/ 3" COVER, SEE TYPICAL CORNER DETAIL ON SHEET 1R2.02 FOR REBARS AT ALL CORNERS REINF BARS CONT BTWN WALL OR CURB & FTG OR SIDEWALK, DOWELLING WALL OR CURB TO FTG SHALL NOT BE ACCEPTABLE SEE NOTE SEE TYPICAL STATION SECTIONS FOR SHELTER OR PYLON FOOTING DETAILS. WALL LAYOUT LINE WA L L H E I G H T , H , VA R I E S , S E E E L E V A T I O N VARIES #6 REBAR @12" OC 2' - 0 " VARIES PEDESTRIAN GUARDRAIL TYPE 1 & SHELTER LEGSEE SITE PLAN FOR LOCATION OF CONDUIT 2"x4" KEY SIDEWALL STRUCTURAL FILL 4" - 6" QUARRY SPALLS SEE TYPICAL STATION SECTIONS FOR SHELTER OR PYLON FOOTING DETAILS #5 REBAR @ 12" OC EW (TYP TO SIDEWALLS) 2' - 0 " M I N / 4 ' - 0 " M A X 2' - 6 " MI N . 5'-0"8"2'-0" 1' - 0 " (8) #6 REBAR OVERLAPPING LENGTH 2'-0" EXISTING GROUND (VARIES) FILTER FABRIC 4" Ø PERFORATED PIPE, SEE PLANS FOR DAYLIGHTING REQUIREMENTS 1" MINUS WASHED ROCK WALL LAYOUT LINE TOP OF WALL WA L L H E I G H T , H , VA R I E S , S E E E L E V A T I O N ALIGNED W/ VERT REINF #4 2'-6" 2' - 6 " @ 12" OC DAYLIGHT TO LANDSCAPED AREA .PEDESTRIAN GUARDRAIL TYPE 1 TRIM REINF AROUND SHELTER SHOE BEARING BLOCKOUT VARIES 1' - 2 " 10" THICK CONC RETAINING WALL #5 @ 12" OC VERT #4 @ 8" OC HORIZ #5 @ 12" OC DOWELS (3) #5 2X4 KEY #5 @ 10" OC (6) #5 STRUCTURAL FILL 4" TO 6" QUARRY SPALLS 1' - 0 " 1' - 6 " 4'-3"1'-3" 2' - 6 " 5' - 9 " M A X 3" CL R WALL LAYOUT LINE WA L L H E I G H T , H , VA R I E S , S E E E L E V A T I O N FILTER FABRIC 4" Ø PERFORATED PIPE, SEE PLANS FOR DAYLIGHTING REQUIREMENTS 1" MINUS WASHED ROCK DAYLIGHT TO LANDSCAPED AREA SEE KC METRO STANDARD DRAWING D101C FOR SHELTER FOOTING DETAILS NOT SHOWN. #5 @ 12" OC #5 @ 12" OC 10"5" 1" PREMOLDED JOINT FILLER SHELTER LEG1'-8 1/2" 6 3/4" C: \ p w _ w o r k d i r \ d e n 0 0 3 \ j e g _ d a c c i h m \ d 0 6 0 1 3 8 9 \ 1 R 2 . 0 1 . d w g | L a y o u t : 1 R 2 . 0 1 PL O T T E D : F e b 1 7 , 2 0 2 6 - 0 2 : 4 3 : 1 7 p m B y D a c c i h m XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - L E G E N D . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE MARCH 2025G. FRANCO 1134237 KC001396 473K. CHANG YUEN 57217 STATE O F WASHIN G T O N ST R U C TURAL E N GINEER P R O FESSIONAL E N GINEER HA N A M. D'A C C I ISSUE FOR CONSTRUCTION MARCH 2025 RENTON SEGMENT RETAINING WALL DETAILS 1R2.01 253 H. D'ACCI D. ARRANTS X. WU SCALE: CIP CONC WALL COMBINED RETAINING WALL - SIDEWALK SECTION NTS A 1R1.02,1R1.06 SCALE: CIP CONC WALL COUNTERFORT WALL WITH INTEGRATED SIDEWALK SECTION NTS C 1R1.01 SCALE: CIP CONC WALL COMBINED RETAINING WALL - 2'-0" SHELTER OR PYLON FOOTING SECTION NTS B 1R1.02,1R1.06 SCALE: CIP CONC WALL COMBINED OVER 2'-0" HIGH FILL WALL - SIDEWALK SECTION NTS E 1R1.03 NOTE: IF WALL/FTG NOT CONSTRUCTED MONOLITHICALLY, ROUGHEN TOP SURFACE OF SLAB UNDER WALL CLEAN AND COAT WITH CONC EPOXY BONDING COMPOUND OR PRODUCE A 1" D X 4" W CONTINUOUS KEYWAY. SCALE: CIP CONC WALL COMBINED OVER 2'-0" HIGH FILL WALL - SHELTER OR PYLON FOOTING SECTION NTS F 1R1.03 SCALE: CIP CONC WALL COUNTERFORT WALL WITH F50 SHELTER FOOTING SECTION NTS D 1R1.01 R-4214253 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 1 DCR #7 - RENTON 186TH OB STATION CHANGES DAM 1 HMD 01-30-26 02/19/2026 DEVELOPMENT ENGINEERING msippo 04/17/2026 R-4214231 TOP OF WALL 3" ABOVE FINISHED GRADE 3/4" CHAMFER FOR ALL EXPOSED EDGES VARIES RESTORE SURFACE TO ORIG OR BETTER CONDITION UNDISTURBED SOIL OR COMPACTED NATIVE SOIL OR STRUCT FILL IF NEEDED 4" - 6" QUARRY SPALLS 1" MINUS WASHED ROCK FILTER FABRIC & DRAIN PIPE UNDISTURBED SOIL #5 @ 12" 6"2'-0" 3' - 0 " M A X 6" TY P 6" VARIES 10" #5 @ 9" EW W/ 3" COVER, SEE TYPICAL CORNER DETAIL ON SHEET 1R2.02 FOR REBARS AT ALL CORNERS REINF BARS CONT BTWN WALL OR CURB & FTG OR SIDEWALK, DOWELLING WALL OR CURB TO FTG SHALL NOT BE ACCEPTABLE SEE NOTE SIDEWALK OR SIDEWALK EXTENSION PER CITY STD DETAIL BEYOND THE THICKENED EDGE SHOWN WALL LAYOUT LINE WA L L H E I G H T , H , VA R I E S , S E E E L E V A T I O N 8" * #5 @ 12" W/3" COVER 4" SCHED 40 PERFORATED PVC PIPE 6" MI N 1'-6"ROW TOP OF WALL 3" ABOVE FINISHED GRADE 3/4" CHAMFER FOR ALL EXPOSED EDGESRESTORE SURFACE TO ORIG OR BETTER CONDITION UNDISTURBED SOIL OR COMPACTED NATIVE SOIL OR STRUCT FILL IF NEEDED 4" - 6" QUARRY SPALLS 1" MINUS WASHED ROCK 4" SCHED 40 PERFORATED PVC PIPE FILTER FABRIC & DRAIN PIPE #5 @12"UNDISTURBED SOIL 3' - 0 " M A X 2' - 0 " 10"8" * #5 @ 12" EW W/ 3" COVER, SEE TYPICAL CORNER DETAIL ON SHEET 1R2.02 FOR REBARS AT ALL CORNERS REINF BARS CONT BTWN WALL OR CURB & FTG OR SIDEWALK, DOWELLING WALL OR CURB TO FTG SHALL NOT BE ACCEPTABLE SEE NOTE SEE TYPICAL STATION SECTIONS FOR SHELTER OR PYLON FOOTING DETAILS. WALL LAYOUT LINE WA L L H E I G H T , H , VA R I E S , S E E E L E V A T I O N VARIES 6" MI N 1'-6"ROW C: \ p w _ w o r k d i r \ d e n 0 0 3 \ j e g _ d a c c i h m \ d 0 6 0 1 3 8 9 \ 1 R 2 . 0 1 . R E V _ R 0 6 R . d w g | L a y o u t : 1 R 2 . 0 1 PL O T T E D : F e b 1 9 , 2 0 2 6 - 0 9 : 3 3 : 4 6 a m B y D a c c i h m XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - L E G E N D . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE MARCH 2025G. FRANCO 1134237 KC001396 473K. CHANG YUEN 57217 STATE O F WASHIN G T O N ST R U C TURAL E N GINEER P R O FESSIONAL E N GINEER HA N A M. D'A C C I ISSUE FOR CONSTRUCTION MARCH 2025 RENTON SEGMENT RETAINING WALL DETAILS 1R2.01A 253A H. D'ACCI D. ARRANTS X. WU SCALE: CIP CONC WALL COMBINED RETAINING WALL - SIDEWALK SECTION NTS A 1R1.04 SCALE: CIP CONC WALL COMBINED RETAINING WALL - 2'-0" SHELTER OR PYLON FOOTING SECTION NTS B 1R1.04 R-4214253 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 *DIMENSION TO ACCOMMODATE 2" MAX ARCH RELIEF THICKNESS. *DIMENSION TO ACCOMMODATE 2" MAX ARCH RELIEF THICKNESS. DCR #7 - RENTON 186TH OB STATION CHANGES1 DAM 1 HMD 01-30-26 NOTE: IF WALL/FTG NOT CONSTRUCTED MONOLITHICALLY, ROUGHEN TOP SURFACE OF SLAB UNDER WALL CLEAN AND COAT WITH CONC EPOXY BONDING COMPOUND OR PRODUCE A 1" D X 4" W CONTINUOUS KEYWAY. 02/19/2026 DEVELOPMENT ENGINEERING msippo 04/17/2026 R-4214231A 12" 4' - 0 " M A X 6" 3'-0" 1' - 6 " 1'-6" #5 AT 12" SPA. #4 AT 12" MAX. SPA., TYP. HMA SEE PAVING PLANS FOR DETAILS UNDISTURBED SOIL OR COMPACTED NATIVE SOIL OR STRUCT FILL IF NEEDED 4" - 6" QUARRY SPALLS 1'-0" WALL LAYOUT LINE 3/4" CHAMFER SEE NOTE WA L L H E I G H T , H , VA R I E S , S E E E L E V A T I O N 6" SIDEWALK OR SIDEWALK EXTENSION PER CITY STD DETAIL BEYOND THE THICKENED EDGE SHOWN 2% REINF BARS CONT BTWN WALL & FTG OR SIDEWALK, DOWELLING WALL TO FTG SHALL NOT BE ACCEPTABLE 2' - 0 " PEDESTRIAN GUARDRAIL 1'-6" TALL 1" MINUS WASHED ROCK 4" SCHED 40 PERFORATED PVC PIPE FOR WALLS HIGHER THAN 3'-0" FILTER FABRIC & DRAIN PIPE FOR WALLS HIGHER THAN 3'-0" 6" MI N 2" MAX ARCH RELIEF THICKNESS 4' - 0 " M A X 2' - 0 " #5 AT 12" SPA. #4 AT 12" MAX. SPA., TYP. UNDISTURBED SOIL OR COMPACTED NATIVE SOIL OR STRUCT FILL IF NEEDED 4" - 6" QUARRY SPALLS 1'-0" WALL LAYOUT LINE 3/4" CHAMFER SEE NOTE WA L L H E I G H T , H , VA R I E S , S E E E L E V A T I O N 2% SEE TYPICAL STATION SECTIONS FOR SHELTER OR PYLON FOOTING DETAILS. REINF BARS CONT BTWN WALL & FTG, DOWELLING WALL TO FTG SHALL NOT BE ACCEPTABLE 2' - 0 " PEDESTRIAN GUARDRAIL 1'-6" TALL 1" MINUS WASHED ROCK 4" SCHED 40 PERFORATED PVC PIPE FOR WALLS HIGHER THAN 3'-0" FILTER FABRIC & DRAIN PIPE FOR WALLS HIGHER THAN 3'-0" 6" MI N HMA SEE PAVING PLANS FOR DETAILS 2" MAX ARCH RELIEF THICKNESS 12" PEDESTRIAN GUARDRAIL LIGHT POLE LIGHT POLE FOUNDATION SIDEWALK VARIES RETAINING WALL 1/2" PREMOLDED JOINT FILLER ADDITIONAL TOP & BOT BARS ADJACENT TO BLOCKOUT, TYP TOP OF SIDEWALK COMBINED RETAINING WALL & SHELTER OR PYLON FTG COMBINED RETAINING WALL & SIDEWALK EXPANSION JOINT W/ 1/2" PREMOLDED JOINT FILLER BOTTOM OF WALL & BOTTOM OF FTG HORIZ. REINFORCING PER WALL SECTION VERT. REINFORCING PER WALL SECTION #5 HORIZ. L 3'-6" X 3'-6" @ 8" O.C. REDUCE SPACING TO 4" O.C. FOR WALLS OVER 12'-0" IN LENGTH FILL PER WALL SECTION RETAINING ADDITIONAL TOP & BOT BARS ADJACENT TO BLOCKOUT, TYP 1/2" PREMOLDED JOINT FILLER CL EXPANSION JOINT SEE JOINT REVEAL DETAIL, TYP 1/2" 3/4"3/4"3/ 4 " CL JOINT RETAINING WALL STEM BLOCKOUT FOR PEDESTRIAN LIGHT POLE FOUNDATION PEDESTRIAN LIGHT POLE FOUNDATIONPREMOLDED JOINT FILLER ADDITIONAL TOP & BOT BARS ADJACENT TO BLOCKOUT, TYP SIDEWALK TRIM FOOTING BARS THAT CONFLICT WITH FOUNDATION C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 R 2 . 0 1 . d w g | L a y o u t : 1 R 2 . 0 2 PL O T T E D : J u n 1 0 , 2 0 2 4 - 0 2 : 1 7 : 2 5 p m B y C W I L C O X XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - L E G E N D . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 57217 STATE O F WASHIN GT O N ST R U C TURAL E N G INEER P R O FESSIONAL E N GINEER HA N A M. D'A C C I AD-READY SUBMITTAL RENTON SEGMENT RETAINING WALL DETAILS 1R2.02 254 H. D'ACCI D. ARRANTS X. WU SCALE: CIP CONC WALL COMBINED RETAINING WALL AND BARRIER - SIDEWALK SECTION NTS A 1R1.05 SCALE: CIP CONC WALL - COMBINED RETAINING WALL AND BARRIER - 2'-0" SHELTER OR PYLON FOOTING SECTION NTS B 1R1.05 SCALE: EXPANSION JOINT ELEVATION NTS NOTE: REINFORCING NOT SHOWN. CUT WALL SHOWN, FILL WALL SIMILAR. JOINT ADJACENT TO FOOTING SHOWN, JOINT BETWEEN WALL SECTIONS SIMILAR. SCALE: RETAINING WALL TYPICAL CORNER DETAIL NTSSCALE: CUT RETAINING WALL AT LIGHT POLE DETAIL NTS NOTE: IF WALL/FTG NOT CONSTRUCTED MONOLITHICALLY, ROUGHEN TOP SURFACE OF SLAB UNDER WALL CLEAN AND COAT WITH CONC EPOXY BONDING COMPOUND OR PRODUCE A 1" D X 4" W CONTINUOUS KEYWAY. SCALE: FILL RETAINING WALL AT LIGHT POLE DETAIL NTS PEDESTRIAN LIGHT POLE SIDEWALK PEDESTRIAN LIGHT POLE FOUNDATION RETAINING WALL 1/2" PREMOLDED JOINT FILLER PEDESTRIAN GUARDRAIL R-4214254 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 C -- SCALE: JOINT REVEAL DETAIL SECTION NTS C - EXPANSION JOINT DETAIL D -- D -- SCALE: SECTION NTS D - 06/11/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214232 4' - 4 " 1' - 6 " 10'-0" 4 1 / 4 " 1' - 0 " 1 3 / 4 " 4" STEMWALL SHELTER SHOE BEARING PLATE, TYP. CL COL CL C O L 7" 10" CL COL CL C O L 4" #5 @ 8" OC, T & B #4 U BAR @ 12" OC #5 @ 12" OC 3" C L R . 2 1 / 2 " C L R . 0% VARIES VA R I E S 4" M I N . 1' - 2 " SHELTER LEG 1/4" ANCHOR PL W/ NUTS EA SIDE (4) 3/4"Ø 316 SS THREADED ANCHOR RODS W/ 13" MIN. EMBED. 1 1/2" NON-SHRINK GROUT UNDER SHELTER SHOE BEARING PLATE FOR FULL BEARING LEVELING NUTS AT ALL THREADED ANCHOR RODS 4'-4" 6"3 1/2"8 1/2" 1'-6" 1'-6" 1'-0" 1/4" A36 PL 1 3/4"8 1/2"1 3/4" 1' - 0 " 1 3 / 4 " 8 1 / 2 " 1 3 / 4 " 1/4" A36 PL 13/16"Ø HOLE, TYP. 6" HOLE 6" HO L E VA R I E S 4" M I N . 1' - 2 " SHELTER LEG (4) 3/4"Ø 316 SS THREADED ANCHOR RODS W/ 13" MIN. EMBED AND HILTI HIT-HY 200 EPOXY GROUT. 1 1/2" NON-SHRINK GROUT UNDER SHELTER SHOE BEARING PLATE FOR FULL BEARING LEVELING NUTS AT ALL THREADED ANCHOR RODS 4'-4" 6"3 1/2"8 1/2" 1'-6" C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 R 2 . 0 1 . d w g | L a y o u t : 1 R 2 . 0 3 PL O T T E D : J u n 1 0 , 2 0 2 4 - 0 2 : 1 7 : 4 1 p m B y C W I L C O X XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - L E G E N D . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 57217 STATE O F WASHIN GT O N ST R U C TURAL E N G INEER P R O FESSIONAL E N GINEER HA N A M. D'A C C I AD-READY SUBMITTAL RENTON SEGMENT F50 SHELTER STEM WALL DETAILS 1R2.03 255 H. D'ACCI H. D'ACCI X. WU SCALE: POST INSTALLED ANCHORAGE SECTION NTS B - SCALE: F50 SHELTER FOOTING WITH STEM WALL SECTION NTS A - SCALE: ANCHOR PLATE NTS SCALE: PLAN - F50 SHELTER FOOTING WITH STEM WALL NTS SCALE: CAST IN PLACE ANCHORAGE SECTION NTS B - A -- B-- R-4214255 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 NOTE: SEE DETAILS C ON 1C5.02 FOR THICKENED EDGE DETAILS FOR STATION # 60240 STATION # 60340 AND # 59390 AD-READY SUBMITTAL 06/11/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214233 2' - 4 7 / 1 6 " * 2' - 6 7 / 1 6 " * * * 2' - 8 7 / 1 6 " * * 1' - 1 0 9 / 1 6 " * 2' - 0 9 / 1 6 " * * * 2' - 2 9 / 1 6 " * * 2' - 1 1 / 2 " * 2' - 3 1 / 2 " * * * 2' - 5 1 / 2 " * * 1' - 8 " * 1' - 1 0 " * * * 2' - 0 " * * 1' - 1 0 1 / 2 " * 2' - 0 1 / 2 " * * * 2' - 2 1 / 2 " * * 2' - 0 " * 2' - 2 " * * * 2' - 4 " * * C C O L L C C O L L 18'-11" */** C C O L L C C O L L C H O L E L C HO L E L 3/8" PREMOLDED JOINT FILLER B/W FTG & SIDEWALK, THICKENED EDGE SIDEWALK, OR RETAINING WALL, TYP. 5' - 2 " * 5' - 4 " * * * 5' - 6 " * * 15'-11" *** 2' - 7 " * 2' - 9 " * * * 2' - 1 1 " * * 1' - 8 " * 1' - 1 0 " * * * 2' - 0 " * * 3' - 1 " * 3' - 3 " * * * 3' - 5 " * * 5' - 2 " * 5' - 4 " * * * 5' - 6 " * * C FTG & CHANNELL C H O L E L BACK OF CHANNEL 3/8" PREMOLDED JOINT FILLER B/W FTG & SIDEWALK, THICKENED EDGE SIDEWALK, OR RETAINING WALL, TYP. 4' - 1 0 " 10'-2" SHELTER LEG, TYP. 6" 6" 3/8" PREMOLDED JOINT FILLER B/W FTG & SIDEWALK, THICKENED EDGE SIDEWALK, OR RETAINING WALL, TYP. INTEGRAL CURB C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 R 2 . 0 1 . d w g | L a y o u t : 1 R 2 . 0 4 PL O T T E D : J u n 1 0 , 2 0 2 4 - 0 2 : 1 7 : 4 8 p m B y C W I L C O X XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - L E G E N D . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 57217 STATE O F WASHIN GT O N ST R U C TURAL E N G INEER P R O FESSIONAL E N GINEER HA N A M. D'A C C I AD-READY SUBMITTAL RENTON SEGMENT SHELTER & PYLON FOOTING DETAILS 1R2.04 256 H. D'ACCI H. D'ACCI X. WU SCALE: TYPICAL SHELTER FOOTING - GENERAL PLAN NTS SCALE: TYPICAL PYLON FOOTING - GENERAL PLAN NTS NOTE: SEE RAPIDRIDE 2 STD DWGS S1.01-S2.22 FOR DETAILS NOT SHOWN. NOTE: SEE RAPIDRIDE 2 STD DWGS S1.01-S2.22 FOR DETAILS NOT SHOWN. SCALE: B21 FOOTING - GENERAL PLAN NTS SEE KING COUNTY METRO TRANSIT PASSENGER FACILITIES IMPROVEMENTS STANDARD DETAILS DWG D103 FOR DETAILS NOT SHOWN. * STATION # 59949, 60361, & 60321 ** STATION # 55936 (2" WIDER FOR ARCH RELIEF) *** STATION # 57300 (2" WIDER FOR ARCH RELIEF) R-4214256 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 * STATION # 59949, 60361, & 60321 ** STATION # 55936 (2" WIDER FOR ARCH RELIEF) *** STATION # 57300 (2" WIDER FOR ARCH RELIEF) STATION # 61359 AD-READY SUBMITTAL 06/11/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214234 STATION GENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE MEASURED TO THE BACK OF CURB. 2.EXISTING ELEVATION PROVIDED FOR INFORMATION ONLY. 3.SEE SITE PREP PLANS FOR REMOVAL OR MODIFICATION OF EXISTING METRO ASSETS AT STATIONS. 4.SEE TYPICAL STATION LAYOUTS FOR LAYOUT OF TYPICAL STATION TIER AMENITIES. 5.UNLESS OTHERWISE NOTED, STATION AMENITIES FOLLOW TYPICAL STATION LAYOUTS. 6.SEE ROADWAY TYPICAL SECTIONS AND PAVING PLANS FOR PAVING AND GRADING INFORMATION. 7.SEE DRAINAGE PLANS FOR SHELTER DRAINAGE DETAILS. 8.SEE SIGNING AND STRIPING PLANS FOR STATION SIGN INFORMATION. 9.SEE STRUCTURAL PLANS FOR RETAINING WALL AND FOUNDATION INFORMATION. 10.SEE ELECTRICAL PLANS FOR TECH PYLON AND POWER PEDESTAL DETAILS. 11.SEE ILLUMINATION PLANS FOR STATION LIGHTING INFORMATION. 12.SEE SHEET 1S6.01 FOR BENCH, TRASH CAN, AND BIKE RACK DETAILS. 13.SEE SHEET 1S5.01 FOR PEDESTRIAN GUARDRAIL DETAILS. 14.UNLESS OTHERWISE NOTED, HEIGHT OF CURB AT STATION ZONE IS 6 INCHES. 15.ELEVATIONS AT STEM WALL LOCATIONS ARE SHOWN AT FINISHED SIDEWALK GRADE. 16.UNLESS OTHERWISE NOTED, SIDEWALK JOINTS IN STATION AREAS SHOULD BE INSTALLED PER CITY STANDARD PLANS. 17.UNLESS OTHERWISE NOTED, EXISTING UTILITIES TO REMAIN. 18.SEE DRIVEWAY PLANS FOR DRIVEWAY GRADING LIMITS OF DRIVEWAY CONFORMS. 19.NEGATIVE SLOPE INDICATES FLOW IN THE DIRECTION OF ARROWS. STATION LEGEND PEDESTRIAN LUMINAIRE ROADWAY LUMINAIRE BUS FLAG (WITHIN STATION BOUNDARY) RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) SIDEWALK JOINT PEDESTRIAN GUARDRAIL RETAINING WALL TRASH RECEPTACLE TECH PYLON BENCH RAPIDRIDE SHELTER F50 SHELTER POWER PEDESTAL HANDHOLE / JUNCTION BOX BIKE RACK FOUNDATION DETECTABLE WARNING SURFACE HMA PAVEMENT HMA OVERLAY LANDSCAPING CEMENT CONCRETE NEW SITE FURNITURE/FIXTURE NOTES 1. BENCHES, LITTER RECEPTACLES AND BIKE RACKS: REFER TO CONTRACT SPECIFICATIONS FOR INSTALLATION. 2. REFER TO LIGHTING PLANS FOR INSTALLATION OF PEDESTRIAN SCALE LIGHTS WITHIN THE STATION AREAS. 3.BUS SHELTERS, RAPIDRIDE TECHNOLOGY PYLONS, AND BLADE MARKERS: METRO TRANSIT WILL PROVIDE, TRANSPORT, AND INSTALL THE FIXTURES/FURNITURE UPON COMPLETION OF THE SITE WORK, INCLUDING THE POWER CONNECTION FROM THE FOUNDATIONS TO THE FIXTURES/FURNITURE. CONTRACTOR SHALL PROVIDE CONDUITS AND PULL CONDUCTORS BETWEEN POWER SOURCE AND THE FOUNDATIONS. 4.BUS SIGNS, UNLESS OTHERWISE SPECIFICALLY INDICATED ON THE DRAWINGS, METRO TRANSIT WILL FURNISH AND INSTALL BUS SIGNS AT THE ZONES. 5.OTHER FURNITURE AND HARDWARE NOT MENTIONED IN THIS LIST: CONTRACTOR SHALL FURNISH AND INSTALL OTHER FURNITURE/HARDWARE NOT LISTED BUT SHOWN ON THE DRAWINGS. F STEM WALL STEM WALL C: \ p w _ w o r k d i r \ d e n 0 0 3 \ c h 2 m h i l l _ a v 0 5 9 7 5 3 \ d 0 6 0 1 3 8 9 \ 1 S 1 . 0 1 . d w g | L a y o u t : 1 S 1 . 0 0 PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 4 : 0 2 : 3 3 p m B y A V 0 5 9 7 5 3 XR E F S : X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - T O P O . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R O W _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - D R _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; X - L E G E N D . d w g ; X - G R A D _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g IM A G E S : L a k e a n d S h a t t u c k - R e n t o n _ G o o g l e E a r t h . J P G ; No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT STATION GENERAL NOTES AND LEGEND 1S1.00 257 A. VILLAR C. WILCOX B. MANN R-4214257 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214235 10 . 0 ' 55.0' EXISTING STATION. MODIFY SIGN TO I LINE STATION SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 AND FOOTING DETAILS TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 AND FOOTING DETAILS PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 F50 SHELTER FOOTING WITH STEM WALL PER DETAIL ON SHEET 1R2.03 F50 SHELTER FOUNDATION PER METRO STD DETAIL D101C CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 1C5.02 SHELTER OR PYLON FOOTING WITH THICKENED EDGE PER DETAIL B ON SHEET 1C5.02 F50 SHELTER FOOTING WITH THICKENED EDGE PER DETAIL C ON SHEET 1C5.02 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02 SHELTER OR PYLON FOOTING WITH INTEGRAL CURB PER DETAIL E ON SHEET 1C5.02 GATE IN PEDESTRIAN GUARDRAIL PER TYPCAL STATION DETAIL D ON SHEET 1S6.02. B31 SHELTER FOOTING PER METRO STD DETAIL D103 STATION NOTES 1 2 3 4 STATION GENERAL NOTES 1.SEE SHEET 1S1.00 FOR STATION GENERAL NOTES AND LEGEND. 5 6 7 9 8 10 11 12 13 14 STATION 46465 (OB) AMENITIES DESCRIPTION TYPE QTY FLAG 1 SCHEDULE HOLDER 1 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ c h 2 m h i l l _ a v 0 5 9 7 5 3 \ d 0 6 0 1 3 8 9 \ 1 S 1 . 0 1 . d w g | L a y o u t : 1 S 1 . 0 1 PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 4 : 0 5 : 5 6 p m B y A V 0 5 9 7 5 3 XR E F S : X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - T O P O . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R O W _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - D R _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; X - L E G E N D . d w g ; X - G R A D _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g IM A G E S : L a k e a n d S h a t t u c k - R e n t o n _ G o o g l e E a r t h . J P G ; No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 5'10' SCALE: 1" = 5' 0' RENTON TRANSIT CENTER 1 LOCATION MAP PLAN - STATION 46465 (OB) LO G A N A V E S MO R R I S A V E S BU R N E T T A V E S WI L L I A M S A V E S S 2ND ST S 3RD ST RENTON SEGMENT STATION PLAN ID# 46465 1S1.01 258 A. VILLAR C. WILCOX B. MANN EXISTING RAPIDRIDE STATION (BAY 2) R-4214258 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214236 10 . 0 ' 55.0' EXISTING STATION. MODIFY SIGN TO I LINE STATION SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 AND FOOTING DETAILS TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 AND FOOTING DETAILS PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 F50 SHELTER FOOTING WITH STEM WALL PER DETAIL ON SHEET 1R2.03 F50 SHELTER FOUNDATION PER METRO STD DETAIL D101C CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 1C5.02 SHELTER OR PYLON FOOTING WITH THICKENED EDGE PER DETAIL B ON SHEET 1C5.02 F50 SHELTER FOOTING WITH THICKENED EDGE PER DETAIL C ON SHEET 1C5.02 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02 SHELTER OR PYLON FOOTING WITH INTEGRAL CURB PER DETAIL E ON SHEET 1C5.02 GATE IN PEDESTRIAN GUARDRAIL PER TYPCAL STATION DETAIL D ON SHEET 1S6.02. B31 SHELTER FOOTING PER METRO STD DETAIL D103 STATION NOTES 1 2 3 4 STATION GENERAL NOTES 1.SEE SHEET 1S1.00 FOR STATION GENERAL NOTES AND LEGEND. 5 6 7 9 8 10 11 12 13 14 STATION 46465 (IB) AMENITIES DESCRIPTION TYPE QTY FLAG 1 SCHEDULE HOLDER 1 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ c h 2 m h i l l _ a v 0 5 9 7 5 3 \ d 0 6 0 1 3 8 9 \ 1 S 1 . 0 1 . d w g | L a y o u t : 1 S 1 . 0 2 PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 4 : 0 9 : 2 1 p m B y A V 0 5 9 7 5 3 XR E F S : X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - T O P O . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R O W _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - D R _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; X - L E G E N D . d w g ; X - G R A D _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g IM A G E S : L a k e a n d S h a t t u c k - R e n t o n _ G o o g l e E a r t h . J P G ; No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 5'10' SCALE: 1" = 5' 0' LO G A N A V E S 1 RENTON TRANSIT CENTER (L O G - L I N E ) LOCATION MAP LO G A N A V E S MO R R I S A V E S BU R N E T T A V E S WI L L I A M S A V E S S 2ND ST S 3RD ST PLAN - STATION 46465 (IB) RENTON SEGMENT STATION PLAN ID# 46465 1S1.02 259 A. VILLAR C. WILCOX B. MANN EXISTING RAPIDRIDE STATION (BAY 3) R-4214259 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214237 24+00 7. 8 ' 55.0' EXISTING STATION. MODIFY SIGN TO I LINE STATION SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 AND FOOTING DETAILS TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 AND FOOTING DETAILS PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 F50 SHELTER FOOTING WITH STEM WALL PER DETAIL ON SHEET 1R2.03 F50 SHELTER FOUNDATION PER METRO STD DETAIL D101C CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 1C5.02 SHELTER OR PYLON FOOTING WITH THICKENED EDGE PER DETAIL B ON SHEET 1C5.02 F50 SHELTER FOOTING WITH THICKENED EDGE PER DETAIL C ON SHEET 1C5.02 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02 SHELTER OR PYLON FOOTING WITH INTEGRAL CURB PER DETAIL E ON SHEET 1C5.02 GATE IN PEDESTRIAN GUARDRAIL PER TYPCAL STATION DETAIL D ON SHEET 1S6.02. B31 SHELTER FOOTING PER METRO STD DETAIL D103 STATION NOTES 1 2 3 4 STATION GENERAL NOTES 1.SEE SHEET 1S1.00 FOR STATION GENERAL NOTES AND LEGEND. 5 6 7 9 8 10 11 12 13 14 STATION 45320 (OB) AMENITIES DESCRIPTION TYPE QTY FLAG 1 SCHEDULE HOLDER 1 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ c h 2 m h i l l _ a v 0 5 9 7 5 3 \ d 0 6 0 1 3 8 9 \ 1 S 1 . 0 1 . d w g | L a y o u t : 1 S 1 . 0 3 PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 4 : 1 2 : 4 7 p m B y A V 0 5 9 7 5 3 XR E F S : X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - T O P O . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R O W _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - D R _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; X - L E G E N D . d w g ; X - G R A D _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g IM A G E S : L a k e a n d S h a t t u c k - R e n t o n _ G o o g l e E a r t h . J P G ; No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 5'10' SCALE: 1" = 5' 0' S 2ND ST 1 (2ND-LINE) PLAN - STATION 45320 (OB) LOCATION MAP S 2ND ST LA K E A V E S SH A T T U C K A V E S RENTON SEGMENT STATION PLAN ID# 45320 1S1.03 260 A. VILLAR C. WILCOX B. MANN RA I N I E R A V E S EXISTING RAPIDRIDE STATION R-4214260 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214238 26+00 7. 6 ' 55.0' 11 . 4 ' EXISTING STATION. MODIFY SIGN TO I LINE STATION SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 AND FOOTING DETAILS TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 AND FOOTING DETAILS PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 F50 SHELTER FOOTING WITH STEM WALL PER DETAIL ON SHEET 1R2.03 F50 SHELTER FOUNDATION PER METRO STD DETAIL D101C CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 1C5.02 SHELTER OR PYLON FOOTING WITH THICKENED EDGE PER DETAIL B ON SHEET 1C5.02 F50 SHELTER FOOTING WITH THICKENED EDGE PER DETAIL C ON SHEET 1C5.02 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02 SHELTER OR PYLON FOOTING WITH INTEGRAL CURB PER DETAIL E ON SHEET 1C5.02 GATE IN PEDESTRIAN GUARDRAIL PER TYPCAL STATION DETAIL D ON SHEET 1S6.02. B31 SHELTER FOOTING PER METRO STD DETAIL D103 STATION NOTES 1 2 3 4 STATION GENERAL NOTES 1.SEE SHEET 1S1.00 FOR STATION GENERAL NOTES AND LEGEND. 5 6 7 9 8 10 11 12 13 14 STATION 46440 (IB) AMENITIES DESCRIPTION TYPE QTY FLAG 1 SCHEDULE HOLDER 1 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ c h 2 m h i l l _ a v 0 5 9 7 5 3 \ d 0 6 0 1 3 8 9 \ 1 S 1 . 0 1 . d w g | L a y o u t : 1 S 1 . 0 4 PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 4 : 1 7 : 2 7 p m B y A V 0 5 9 7 5 3 XR E F S : X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - T O P O . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R O W _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - D R _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; X - L E G E N D . d w g ; X - G R A D _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g IM A G E S : L a k e a n d S h a t t u c k - R e n t o n _ G o o g l e E a r t h . J P G ; No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 5'10' SCALE: 1" = 5' 0' S 3RD ST 1 (3RD-LINE) LOCATION MAP RA I N I E R A V E S SW SUNSET BLVD S 3RD ST PLAN - STATION 46440 (IB) S 3RD PL RENTON SEGMENT STATION PLAN ID# 46440 1S1.04 261 A. VILLAR C. WILCOX B. MANN EXISTING RAPIDRIDE STATION R-4214261 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214239 23+00 55.0' 12 . 9 ' EXISTING STATION. MODIFY SIGN TO I LINE STATION SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 AND FOOTING DETAILS TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 AND FOOTING DETAILS PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 F50 SHELTER FOOTING WITH STEM WALL PER DETAIL ON SHEET 1R2.03 F50 SHELTER FOUNDATION PER METRO STD DETAIL D101C CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 1C5.02 SHELTER OR PYLON FOOTING WITH THICKENED EDGE PER DETAIL B ON SHEET 1C5.02 F50 SHELTER FOOTING WITH THICKENED EDGE PER DETAIL C ON SHEET 1C5.02 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02 SHELTER OR PYLON FOOTING WITH INTEGRAL CURB PER DETAIL E ON SHEET 1C5.02 GATE IN PEDESTRIAN GUARDRAIL PER TYPCAL STATION DETAIL D ON SHEET 1S6.02. B31 SHELTER FOOTING PER METRO STD DETAIL D103 STATION NOTES 1 2 3 4 STATION GENERAL NOTES 1.SEE SHEET 1S1.00 FOR STATION GENERAL NOTES AND LEGEND. 5 6 7 9 8 10 11 12 13 14 STATION 59891 (OB) AMENITIES DESCRIPTION TYPE QTY FLAG 1 SCHEDULE HOLDER 1 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ c h 2 m h i l l _ a v 0 5 9 7 5 3 \ d 0 6 0 1 3 8 9 \ 1 S 1 . 0 1 . d w g | L a y o u t : 1 S 1 . 0 5 PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 4 : 2 1 : 4 4 p m B y A V 0 5 9 7 5 3 XR E F S : X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - T O P O . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R O W _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - D R _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; X - L E G E N D . d w g ; X - G R A D _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g IM A G E S : L a k e a n d S h a t t u c k - R e n t o n _ G o o g l e E a r t h . J P G ; No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 5'10' SCALE: 1" = 5' 0' RAINIER AVE S (RAI-LINE) 1 PLAN - STATION 59891 (OB) LOCATION MAP RAINIER AVE S S 3 R D S T S 3 R D P L S 4 T H P L RENTON SEGMENT STATION PLAN ID# 59891 1S1.05 262 A. VILLAR C. WILCOX B. MANN EXISTING RAPIDRIDE STATION R-4214262 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214240 26+00 13 . 0 ' 55.0' EXISTING STATION. MODIFY SIGN TO I LINE STATION SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 AND FOOTING DETAILS TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 AND FOOTING DETAILS PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 F50 SHELTER FOOTING WITH STEM WALL PER DETAIL ON SHEET 1R2.03 F50 SHELTER FOUNDATION PER METRO STD DETAIL D101C CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 1C5.02 SHELTER OR PYLON FOOTING WITH THICKENED EDGE PER DETAIL B ON SHEET 1C5.02 F50 SHELTER FOOTING WITH THICKENED EDGE PER DETAIL C ON SHEET 1C5.02 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02 SHELTER OR PYLON FOOTING WITH INTEGRAL CURB PER DETAIL E ON SHEET 1C5.02 GATE IN PEDESTRIAN GUARDRAIL PER TYPCAL STATION DETAIL D ON SHEET 1S6.02. B31 SHELTER FOOTING PER METRO STD DETAIL D103 STATION NOTES 1 2 3 4 STATION GENERAL NOTES 1.SEE SHEET 1S1.00 FOR STATION GENERAL NOTES AND LEGEND. 5 6 7 9 8 10 11 12 13 14 STATION 59870 (IB) AMENITIES DESCRIPTION TYPE QTY FLAG 1 SCHEDULE HOLDER 1 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ c h 2 m h i l l _ a v 0 5 9 7 5 3 \ d 0 6 0 1 3 8 9 \ 1 S 1 . 0 1 . d w g | L a y o u t : 1 S 1 . 0 6 PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 4 : 2 6 : 1 6 p m B y A V 0 5 9 7 5 3 XR E F S : X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - T O P O . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R O W _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - D R _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; X - L E G E N D . d w g ; X - G R A D _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g IM A G E S : L a k e a n d S h a t t u c k - R e n t o n _ G o o g l e E a r t h . J P G ; No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 5'10' SCALE: 1" = 5' 0'RAINIER AVE S 1 (RAI-LINE) LOCATION MAP PLAN - STATION 59870 (IB) RAINIER AVE S SHA T T U C K A V E S S 3 R D P L S 4 T H P L RENTON SEGMENT STATION PLAN ID# 59870 1S1.06 263 A. VILLAR C. WILCOX B. MANN EXISTING RAPIDRIDE STATION R-4214263 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214241 12+0013+00 EXISTING STATION. MODIFY SIGN TO I LINE STATION SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 AND FOOTING DETAILS TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 AND FOOTING DETAILS PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 F50 SHELTER FOOTING WITH STEM WALL PER DETAIL ON SHEET 1R2.03 F50 SHELTER FOUNDATION PER METRO STD DETAIL D101C CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 1C5.02 SHELTER OR PYLON FOOTING WITH THICKENED EDGE PER DETAIL B ON SHEET 1C5.02 F50 SHELTER FOOTING WITH THICKENED EDGE PER DETAIL C ON SHEET 1C5.02 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02 SHELTER OR PYLON FOOTING WITH INTEGRAL CURB PER DETAIL E ON SHEET 1C5.02 GATE IN PEDESTRIAN GUARDRAIL PER TYPCAL STATION DETAIL D ON SHEET 1S6.02. B31 SHELTER FOOTING PER METRO STD DETAIL D103 STATION NOTES 1 2 3 4 STATION GENERAL NOTES 1.SEE SHEET 1S1.00 FOR STATION GENERAL NOTES AND LEGEND. 5 6 7 9 8 10 11 12 13 14 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ c h 2 m h i l l _ a v 0 5 9 7 5 3 \ d 0 6 0 1 3 8 9 \ 1 S 1 . 0 1 . d w g | L a y o u t : 1 S 1 . 0 7 PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 4 : 2 8 : 5 1 p m B y A V 0 5 9 7 5 3 XR E F S : X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - T O P O . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R O W _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - D R _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; X - L E G E N D . d w g ; X - G R A D _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g IM A G E S : L a k e a n d S h a t t u c k - R e n t o n _ G o o g l e E a r t h . J P G ; No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 5'10' SCALE: 1" = 5' 0' LAKE AVE S STATION 59842 (OB) TEMPORARY RAPIDRIDE STATION TO BE CONSTRUCTED BY METRO (NO SURVEY AVAILABLE) LOCATION MAP LAKE AVE S S 7TH ST SH A T T U C K A V E S S GRAD Y W A Y PLAN - STATION 59842 (OB) RAIN I E R A V E S RENTON SEGMENT STATION PLAN ID# 59842 1S1.07 264 A. VILLAR C. WILCOX B. MANN R-4214264 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 (LAK-LINE) 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214242 11+0012+00 EXISTING STATION. MODIFY SIGN TO I LINE STATION SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 AND FOOTING DETAILS TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 AND FOOTING DETAILS PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 F50 SHELTER FOOTING WITH STEM WALL PER DETAIL ON SHEET 1R2.03 F50 SHELTER FOUNDATION PER METRO STD DETAIL D101C CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 1C5.02 SHELTER OR PYLON FOOTING WITH THICKENED EDGE PER DETAIL B ON SHEET 1C5.02 F50 SHELTER FOOTING WITH THICKENED EDGE PER DETAIL C ON SHEET 1C5.02 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02 SHELTER OR PYLON FOOTING WITH INTEGRAL CURB PER DETAIL E ON SHEET 1C5.02 GATE IN PEDESTRIAN GUARDRAIL PER TYPCAL STATION DETAIL D ON SHEET 1S6.02. B31 SHELTER FOOTING PER METRO STD DETAIL D103 STATION NOTES 1 2 3 4 STATION GENERAL NOTES 1.SEE SHEET 1S1.00 FOR STATION GENERAL NOTES AND LEGEND. 5 6 7 9 8 10 11 12 13 14 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ c h 2 m h i l l _ a v 0 5 9 7 5 3 \ d 0 6 0 1 3 8 9 \ 1 S 1 . 0 1 . d w g | L a y o u t : 1 S 1 . 0 8 PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 4 : 3 1 : 2 3 p m B y A V 0 5 9 7 5 3 XR E F S : X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - T O P O . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R O W _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - D R _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; X - L E G E N D . d w g ; X - G R A D _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g IM A G E S : L a k e a n d S h a t t u c k - R e n t o n _ G o o g l e E a r t h . J P G ; No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 5'10' SCALE: 1" = 5' 0' LAKE AVE S LOCATION MAP LAKE AVE S S 7TH ST SH A T T U C K A V E S S GRAD Y W A Y PLAN - STATION 55938 (IB) RAI N I E R A V E S RENTON SEGMENT STATION PLAN ID# 55938 1S1.08 265 A. VILLAR C. WILCOX B. MANN STATION 55938 (IB) TEMPORARY RAPIDRIDE STATION TO BE CONSTRUCTED BY METRO (NO SURVEY AVAILABLE) R-4214265 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 (LAK-LINE) 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214243 8. 0 ' 23+00 24+00 5. 0 ' 15.0' GRA 23+85.54, 51.89' LT BOS 28.97GRA 23+29.82, 50.22' LT BOS 28.82 GRA 23+45.01, 50.76' LT3BOS 28.86 GRA 23+58.69, 51.19' LT2BOS 28.90 F 6.0'9.5'15.0'7.0' -1 . 5 % -1 . 5 % -1 . 5 % -1 . 5 % -0.3% -0.3% -0.3% -0.3%-0.3%-0.3% GRA 24+00.75, 52.20' LT BOS 29.02 GRA 23+24.16, 39.50' LT GRA 23+30.22, 39.73' LT GRA 23+85.79, 41.39' LT GRA 24+00.95, 41.71' LT 13.5'26.5' TOC 28.65 TOC 28.67 TOC 28.82 TOC 28.87 GRA 24+07.88, 50.33' LT BOS 29.01 GRA 23+23.75, 49.99' LT BOS 28.80 GRA 23+14.00, 53.00' LT BOS 28.82 5. 5 ' 3. 0 ' GRA 23+14.03, 45.00' LT BOS 28.70 8. 0 ' 8. 0 ' 10 . 0 ' GRA 23+22.13, 41.00' LT BOS 28.66 GRA 23+15.94, 53.00' LT BOS 28.83 GRA 23+22.16, 49.93' LT BOS 28.80 -1 . 5 % -1 . 5 % EX 28.93 EX 28.90 EX 28.81 EX 28.84 EX 29.00 EX 29.02 EX 29.13 EX 29.33 EX 29.36 GRA 23+77.87, 51.71' LT2BOS 28.95 EX 29.48 EX 29.52 EX 29.55 EX 29.57 FL 28.15 FL 28.32 FL 28.17 FL 28.37 GRA 23+59.01, 40.69' LT TOC 28.75 FL 28.25 GRA 23+45.37, 40.26' LT TOC 28.71 FL 28.21 EXISTING STATION. MODIFY SIGN TO I LINE STATION SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 AND FOOTING DETAILS TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 AND FOOTING DETAILS PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 F50 SHELTER FOOTING WITH STEM WALL PER DETAIL ON SHEET 1R2.03 F50 SHELTER FOUNDATION PER METRO STD DETAIL D101C CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 1C5.02 SHELTER OR PYLON FOOTING WITH THICKENED EDGE PER DETAIL B ON SHEET 1C5.02 F50 SHELTER FOOTING WITH THICKENED EDGE PER DETAIL C ON SHEET 1C5.02 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02 SHELTER OR PYLON FOOTING WITH INTEGRAL CURB PER DETAIL E ON SHEET 1C5.02 GATE IN PEDESTRIAN GUARDRAIL PER TYPCAL STATION DETAIL D ON SHEET 1S6.02. B31 SHELTER FOOTING PER METRO STD DETAIL D103 STATION NOTES 1 2 3 4 STATION GENERAL NOTES 1.SEE SHEET 1S1.00 FOR STATION GENERAL NOTES AND LEGEND. 5 6 7 9 8 10 11 12 13 14 STATION 59841 (IB) AMENITIES DESCRIPTION TYPE QTY SHELTER FOUNDATION LARGE - 18'-11" x 4'-6"1 SHELTER LARGE 1 REAR WINDSCREEN 1 LEFT WINDSCREEN 1 RIGHT WINDSCREEN 0 REAR WINDSCREEN WITH LEAN RAIL 1 FLAG 1 FLAG POST 1 ROUTE HOLDER 1 SCHEDULE HOLDER 1 TECH PYLON FOUNDATION 4'-6" x 4'-6"1 TECH PYLON 1 STATION 59841 (IB) AMENITIES STATION 59841 (IB) AMENITIES RTIS 2 ORCA CARD READER 1 RAPIDRIDE MAP CASE 1 TEXT TO SPEECH PLACARD 1 ORCA SIGN 1 PEDESTRIAN LUMINAIRE FOUNDATION 2 PEDESTRIAN LUMINAIRE HARDWIRED 2 CURB PAINT 1 TRASH RECEPTACLE 1 FREESTANDING BENCH 2 BIKE RACK 2 BOLLARD 0 PEDESTRIAN GUARDRAIL 0 S GRADY WAY PROPOSED ROW (TYPICAL) C: \ p w _ w o r k d i r \ d e n 0 0 3 \ c h 2 m h i l l _ a v 0 5 9 7 5 3 \ d 0 6 0 1 3 8 9 \ 1 S 1 . 0 1 . d w g | L a y o u t : 1 S 1 . 0 9 PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 4 : 3 5 : 0 8 p m B y A V 0 5 9 7 5 3 XR E F S : X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - T O P O . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R O W _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - D R _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; X - L E G E N D . d w g ; X - G R A D _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g IM A G E S : L a k e a n d S h a t t u c k - R e n t o n _ G o o g l e E a r t h . J P G ; No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 5'10' SCALE: 1" = 5' 0' (GRA-LINE) LOCATION MAP S GRADY WAY TA L B O T R D S SH A T T U C K A V E S BUR N E T T A V E S PLAN - STATION 59841 (IB) TIER 1 S 7 T H S T RENTON SEGMENT STATION PLAN ID# 59841 1S1.09 266 A. VILLAR C. WILCOX B. MANN R-4214266 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214244 23+00 FI R E E A S E M E N T P E R P S E E A S E M E N T P E R 10 . 0 ' 7.6' 5. 0 ' 8. 0 ' GRA 23+09.43, 61.00' RT BOS 31.37 GRA 23+35.59, 61.00' RT2BOS 31.45 GRA 23+48.87, 61.00' RT3BOS 31.49 GRA 23+63.71, 61.00' RT BOS 31.52 GRA 23+63.71, 50.50' RTGRA 23+09.43, 50.50' RT SD F 13.3'15.0' 10.0' GRA 23+69.66, 61.00' RT BOS 31.54 GRA 22+96.35, 50.50' RT GRA 23+69.63, 50.50' RT -0.3% -0.3% -1 . 5 % -1 . 5 % -0.3% -0.3% -0.3% -1 . 5 % -0.3%-1 . 5 % GRA 22+96.35, 61.00' RT TOW 34.59 EX 32.59 EX 32.76 EX 33.68 TOW 35.29 EX 33.74 TOW 34.97 EX 33.00 TOW 35.10 EX 33.10 TOC 31.37 TOC 31.39 TOC 31.22TOC 31.19 18.9'13.5' 3. 0 ' 5. 5 ' 6.0' GRA 22+96.35, 61.58' RT BEGIN4 GRA 23+69.52, 61.58' RT END 4 GRA 23+16.95, 61.00' RT2BOS 31.39 TOW 34.79 EX 32.84 FL 30.69 FL 30.72 GRA 22+78.25, 54.54' RT BOS 31.23 TOW 34.41 EX 32.75 GRA 23+79.50, 64.00' RT BOS 31.61 TOW 32.10 EX 33.83 FL 30.87 FL 30.89 BOS 31.34 GRA 23+35.58, 50.53' RT TOC 31.29 FL 30.79 GRA 23+48.91, 50.53' RT TOC 31.33 FL 30.83 EXISTING STATION. MODIFY SIGN TO I LINE STATION SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 AND FOOTING DETAILS TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 AND FOOTING DETAILS PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 F50 SHELTER FOOTING WITH STEM WALL PER DETAIL ON SHEET 1R2.03 F50 SHELTER FOUNDATION PER METRO STD DETAIL D101C CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 1C5.02 SHELTER OR PYLON FOOTING WITH THICKENED EDGE PER DETAIL B ON SHEET 1C5.02 F50 SHELTER FOOTING WITH THICKENED EDGE PER DETAIL C ON SHEET 1C5.02 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02 SHELTER OR PYLON FOOTING WITH INTEGRAL CURB PER DETAIL E ON SHEET 1C5.02 GATE IN PEDESTRIAN GUARDRAIL PER TYPCAL STATION DETAIL D ON SHEET 1S6.02. B31 SHELTER FOOTING PER METRO STD DETAIL D103 STATION NOTES 1 2 3 4 STATION GENERAL NOTES 1.SEE SHEET 1S1.00 FOR STATION GENERAL NOTES AND LEGEND. 5 6 7 9 8 10 11 12 13 14 STATION 55936 (OB) AMENITIES DESCRIPTION TYPE QTY SHELTER FOUNDATION LARGE - 18'-11" x 5'-6"1 SHELTER LARGE 1 REAR WINDSCREEN 1 LEFT WINDSCREEN 0 RIGHT WINDSCREEN 1 REAR WINDSCREEN WITH LEAN RAIL 1 FLAG 1 FLAG POST 1 ROUTE HOLDER 1 STATION 55936 (OB) AMENITIES STATION 55936 (OB) AMENITIES SCHEDULE HOLDER 1 TECH PYLON FOUNDATION 4'-6" x 5'-6"1 TECH PYLON 1 RTIS 2 ORCA CARD READER 1 RAPIDRIDE MAP CASE 1 TEXT TO SPEECH PLACARD 1 ORCA SIGN 1 STATION 55936 (OB) AMENITIES STATION 55936 (OB) AMENITIES PEDESTRIAN LUMINAIRE FOUNDATION 2 PEDESTRIAN LUMINAIRE HARDWIRED 2 CURB PAINT 1 TRASH RECEPTACLE 1 FREESTANDING BENCH 2 BIKE RACK 1 BOLLARD 0 PEDESTRIAN GUARDRAIL 74 LF C: \ p w _ w o r k d i r \ d e n 0 0 3 \ c h 2 m h i l l _ a v 0 5 9 7 5 3 \ d 0 6 0 1 3 8 9 \ 1 S 1 . 1 0 . d w g | L a y o u t : 1 S 1 . 1 0 PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 4 : 4 6 : 4 0 p m B y A V 0 5 9 7 5 3 XR E F S : X - T O P O . d w g ; X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - R D W Y _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - D R _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - G R A D _ R E N T O N . d w g ; X - S U R F A C E _ R E N T O N . d w g ; X - P V _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 5'10' SCALE: 1" = 5' 0' S GRADY WAY (GRA-LINE) LOCATION MAP S GRADY WAY TA L B O T R D S SH A T T U C K A V E S PLAN - STATION 55936 (OB) TIER 1 RENTON SEGMENT STATION PLAN ID# 55936 1S1.10 267 A. VILLAR C. WILCOX B. MANN 1R1.05 - R-4214267 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 PROPOSED ROW (TYPICAL) 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214245 EXISTING STATION. MODIFY SIGN TO I LINE STATION SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 AND FOOTING DETAILS TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 AND FOOTING DETAILS PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 F50 SHELTER FOOTING WITH STEM WALL PER DETAIL ON SHEET 1R2.03 F50 SHELTER FOUNDATION PER METRO STD DETAIL D101C CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 1C5.02 SHELTER OR PYLON FOOTING WITH THICKENED EDGE PER DETAIL B ON SHEET 1C5.02 F50 SHELTER FOOTING WITH THICKENED EDGE PER DETAIL C ON SHEET 1C5.02 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02 SHELTER OR PYLON FOOTING WITH INTEGRAL CURB PER DETAIL E ON SHEET 1C5.02 GATE IN PEDESTRIAN GUARDRAIL PER TYPCAL STATION DETAIL D ON SHEET 1S6.02. B31 SHELTER FOOTING PER METRO STD DETAIL D103 STATION NOTES 1 2 3 4 STATION GENERAL NOTES 1.SEE SHEET 1S1.00 FOR STATION GENERAL NOTES AND LEGEND. 5 6 7 9 8 10 11 12 13 14 STATION 59934 (OB) AMENITIES DESCRIPTION TYPE QTY SHELTER FOUNDATION F50 - 10'-0" x 4'-4"1 SHELTER F50 1 FLAG 1 CURB PAINT 1 TRASH RECEPTACLE 1 FREESTANDING BENCH 1 BOLLARD 0 PEDESTRIAN GUARDRAIL 0 13" RTIS AND SOLAR PANEL SHELTER MOUNTED 1 LED LIGHT AND SOLAR PANEL BUS FLAG MOUNTED 1 TEXT TO SPEECH BUTTON 1 34+00 35+00 40.2' 5. 7 ' 11.0' 10 . 0 ' TAL-B 35+02.90, 47.21' RT BOS 93.22 TAL-B 35+02.46, 37.22' RT TAL-B 34+81.49, 38.16' RT TAL-B 34+81.93, 48.16' RT 7BOS 92.15 6. 0 ' TAL-B 34+81.76, 44.15' RT BOS 92.13 TAL-B 34+77.76, 44.33' RT BOS 92.04 TAL-B 35+02.72, 43.22' RT BOS 93.20 TAL-B 35+06.73, 43.04' RT BOS 93.52 TOC 93.17 TOC 92.10 -2 . 4 % -0 . 5 % -0 . 5 % -0 . 5 % -5.0% -5.0% TAL-B 35+06.46, 37.04' RT TOC 93.37 TAL-B 34+77.50, 38.33' RT TOC 91.88 10.0' 4.0' EX FL 92.88 MATCH EXISTING EX FL 92.68 MATCH EXISTING EX FL 91.60 MATCH EXISTING EX FL 91.39 MATCH EXISTING 4.0' -2 . 6 % 6. 0 ' 4. 6 ' TAL-B 34+91.92, 47.71' RT7BOS 92.67 EX 93.32 EX 93.52 MATCH EXISTING EX 93.21 EX 92.45 EX 92.14 EX 92.25 EX 92.04 MATCH EXISTING C: \ p w _ w o r k d i r \ d e n 0 0 3 \ c h 2 m h i l l _ a v 0 5 9 7 5 3 \ d 0 6 0 1 3 8 9 \ 1 S 1 . 1 0 . d w g | L a y o u t : 1 S 1 . 1 1 PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 4 : 4 8 : 5 8 p m B y A V 0 5 9 7 5 3 XR E F S : X - T O P O . d w g ; X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - R D W Y _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - D R _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - G R A D _ R E N T O N . d w g ; X - S U R F A C E _ R E N T O N . d w g ; X - P V _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 5'10' SCALE: 1" = 5' 0'BENSON DR S (SR 515) (TAL-B-LINE) PLAN - STATION 59934 (OB) TIER 3 LOCATION MAP BENSON DR S S 1 5 T H S T S PUGET DR TA L B O T R D S S 1 6 T H S T SMITHERS A V E S RENTON SEGMENT STATION PLAN ID# 59934 1S1.11 268 A. VILLAR C. WILCOX B. MANN TALBOT RD S R-4214268 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214246 EXISTING STATION. MODIFY SIGN TO I LINE STATION SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 AND FOOTING DETAILS TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 AND FOOTING DETAILS PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 F50 SHELTER FOOTING WITH STEM WALL PER DETAIL ON SHEET 1R2.03 F50 SHELTER FOUNDATION PER METRO STD DETAIL D101C CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 1C5.02 SHELTER OR PYLON FOOTING WITH THICKENED EDGE PER DETAIL B ON SHEET 1C5.02 F50 SHELTER FOOTING WITH THICKENED EDGE PER DETAIL C ON SHEET 1C5.02 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02 SHELTER OR PYLON FOOTING WITH INTEGRAL CURB PER DETAIL E ON SHEET 1C5.02 GATE IN PEDESTRIAN GUARDRAIL PER TYPCAL STATION DETAIL D ON SHEET 1S6.02. B31 SHELTER FOOTING PER METRO STD DETAIL D103 STATION NOTES 1 2 3 4 STATION GENERAL NOTES 1.SEE SHEET 1S1.00 FOR STATION GENERAL NOTES AND LEGEND. 5 6 7 9 8 10 11 12 13 14 37+00 6. 4 ' 11.7' 10 . 7 ' TAL-B 37+29.41, 30.20' LT TAL-B 37+03.78, 30.44' LT TAL-B 37+03.81, 41.11' LT8BOS 102.40 TAL-B 37+25.44, 40.99' LT 10BOS 103.25 5. 1 ' TAL-B 37+25.43, 35.25' LT 8BOS 103.16 TAL-B 37+29.43, 35.20' LT BOS 103.40 TAL-B 37+03.78, 35.48' LT8BOS 102.32TAL-B 37+00.44, 35.49' LT -3.9% -1 . 5 % -1 . 5 % -4.0% TAL-B 37+25.37, 30.25' LT TAL-B 37+00.42, 30.44' LT TOC 103.25 TOC 103.09 TOC 102.24 TOC 102.11 35.8'3.3' -2 . 3 % -1 . 5 % EX FL 101.63 MATCH EXISTING EX FL 101.76 MATCH EXISTING EX FL 102.77 MATCH EXISTING EX FL 102.61 MATCH EXISTING 4.0'10.0'19.2' -3 . 1 % 5. 3 ' 5. 0 ' TAL-B 37+15.44, 41.04' LT10BOS 102.86 EX 101.96 EX 102.37 EX 102.22 MATCH EXISTING EX 102.42 EX 102.99 EX 103.25 EX 103.40 MATCH EXISTING TAL-B 37+15.44, 40.54' LT 4 TAL-B 37+04.31, 40.61' LT4TAL-B 37+04.28, 35.48' LT4 0.5' -3.9% -3.9% BOS 102.22 FG 102.11 EX 102.42 FG 102.50 FG 103.16 FG 101.66 FG 102.32 STATION 59830 (IB) AMENITIES DESCRIPTION TYPE QTY SHELTER FOUNDATION F50 - 10'-0" x 4'-4"1 SHELTER F50 1 FLAG 1 CURB PAINT 1 TRASH RECEPTACLE 1 FREESTANDING BENCH 1 BOLLARD 0 PEDESTRIAN GUARDRAIL 16 LF 13" RTIS AND SOLAR PANEL SHELTER MOUNTED 0 LED LIGHT AND SOLAR PANEL BUS FLAG MOUNTED 1 TEXT TO SPEECH BUTTON 0 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ c h 2 m h i l l _ a v 0 5 9 7 5 3 \ d 0 6 0 1 3 8 9 \ 1 S 1 . 1 0 . d w g | L a y o u t : 1 S 1 . 1 2 PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 4 : 5 1 : 2 4 p m B y A V 0 5 9 7 5 3 XR E F S : X - T O P O . d w g ; X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - R D W Y _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - D R _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - G R A D _ R E N T O N . d w g ; X - S U R F A C E _ R E N T O N . d w g ; X - P V _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 5'10' SCALE: 1" = 5' 0' BENSON DR S (SR 515) (TAL-B-LINE) PLAN - STATION 59830 (IB) TIER 3 LOCATION MAP BENSON DR S S 1 5 T H S T S PUGET DR TA L B O T R D S S 1 6 T H S T SMITHERS A V E S RENTON SEGMENT STATION PLAN ID# 59830 1S1.12 269 A. VILLAR C. WILCOX B. MANN / K. CRAIG TALBOT RD S R-4214269 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214247 EXISTING STATION. MODIFY SIGN TO I LINE STATION SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 AND FOOTING DETAILS TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 AND FOOTING DETAILS PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 F50 SHELTER FOOTING WITH STEM WALL PER DETAIL ON SHEET 1R2.03 F50 SHELTER FOUNDATION PER METRO STD DETAIL D101C CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 1C5.02 SHELTER OR PYLON FOOTING WITH THICKENED EDGE PER DETAIL B ON SHEET 1C5.02 F50 SHELTER FOOTING WITH THICKENED EDGE PER DETAIL C ON SHEET 1C5.02 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02 SHELTER OR PYLON FOOTING WITH INTEGRAL CURB PER DETAIL E ON SHEET 1C5.02 GATE IN PEDESTRIAN GUARDRAIL PER TYPCAL STATION DETAIL D ON SHEET 1S6.02. B31 SHELTER FOOTING PER METRO STD DETAIL D103 STATION NOTES 1 2 3 4 STATION GENERAL NOTES 1.SEE SHEET 1S1.00 FOR STATION GENERAL NOTES AND LEGEND. 5 6 7 9 8 10 11 12 13 14 26+00 6. 2 ' 11.0' 10 . 5 ' 7. 0 ' TAL-21 25+91.73, 28.86' LT BOS 193.94 TAL-21 25+91.73, 17.85' LT FL 193.29 TAL-21 26+12.66, 17.84' LT EX FL 192.50 MATCH EXISTING TAL-21 26+12.74, 28.82' LT 7BOS 193.12 5.0' TAL-21 26+12.70, 23.95' LT BOS 193.04 TAL-21 26+16.70, 23.81' LT BOS 193.02 TAL-21 25+86.73, 25.35' LT BOS 194.09 -1 . 5 % -1 . 5 % -4.0% -4.0% TAL-21 26+16.66, 18.38' LT TOC 192.83 TOC 192.95 TAL-21 25+86.73, 17.85' LT FL 193.49 TOC 193.79 TOC 193.99 EX FL 192.31 MATCH EXISTING 5. 4 ' 10.0'4.0' TAL-21 26+02.74, 28.84' LT7BOS 193.51 -1 . 5 % 5. 0 ' -3 . 5 % EX 194.07 EX 194.63 EX 194.29 EX 193.97 EX 193.14 EX 193.02 MATCH EXISTING 5.5' -2.4% -4.0% -4.0% -0.5% -3.2% -1 . 5 % 16.1' TAL-21 26+02.73, 17.84' LT FL 192.85 TOC 193.35 STATION 60366 (IB) AMENITIES DESCRIPTION TYPE QTY SHELTER FOOTING F50 - 10'-0" x 4'-4"1 SHELTER F50 1 FLAG 1 CURB PAINT 1 TRASH RECEPTACLE 1 FREESTANDING BENCH 1 BOLLARD 0 PEDESTRIAN GUARDRAIL 0 13" RTIS AND SOLAR PANEL SHELTER MOUNTED 1 LED LIGHT AND SOLAR PANEL BUS FLAG MOUNTED 1 TEXT TO SPEECH BUTTON 1 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ c h 2 m h i l l _ a v 0 5 9 7 5 3 \ d 0 6 0 1 3 8 9 \ 1 S 1 . 1 0 . d w g | L a y o u t : 1 S 1 . 1 3 PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 4 : 5 3 : 4 2 p m B y A V 0 5 9 7 5 3 XR E F S : X - T O P O . d w g ; X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - R D W Y _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - D R _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - G R A D _ R E N T O N . d w g ; X - S U R F A C E _ R E N T O N . d w g ; X - P V _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 5'10' SCALE: 1" = 5' 0' TALBOT RD S (TAL-21-LINE) LOCATION MAP TALBO T R D S TALBOT C R E S T D R S S 2 3 R D S T PLAN - STATION 60366 (IB) TIER 3 RENTON SEGMENT STATION PLAN ID# 60366 1S1.13 270 A. VILLAR C. WILCOX B. MANN 1C6.09 -EXISTING JUNCTION BOX TO REMAIN EXISTING UTILITY POLE TO REMAIN EXISTING POLE AND JUNCTION BOX TO REMAIN R-4214270 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 PROPOSED ROW (TYPICAL) 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214248 EXISTING STATION. MODIFY SIGN TO I LINE STATION SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 AND FOOTING DETAILS TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 AND FOOTING DETAILS PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 F50 SHELTER FOOTING WITH STEM WALL PER DETAIL ON SHEET 1R2.03 F50 SHELTER FOUNDATION PER METRO STD DETAIL D101C CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 1C5.02 SHELTER OR PYLON FOOTING WITH THICKENED EDGE PER DETAIL B ON SHEET 1C5.02 F50 SHELTER FOOTING WITH THICKENED EDGE PER DETAIL C ON SHEET 1C5.02 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02 SHELTER OR PYLON FOOTING WITH INTEGRAL CURB PER DETAIL E ON SHEET 1C5.02 GATE IN PEDESTRIAN GUARDRAIL PER TYPCAL STATION DETAIL D ON SHEET 1S6.02. B31 SHELTER FOOTING PER METRO STD DETAIL D103 STATION NOTES 1 2 3 4 STATION GENERAL NOTES 1.SEE SHEET 1S1.00 FOR STATION GENERAL NOTES AND LEGEND. 5 6 7 9 8 10 11 12 13 14 28+00 PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL 8. 0 ' 28.0' 10 . 0 ' 10.0' TAL-21 28+29.99, 18.34' RT TAL-21 28+30.07, 28.86' RT BOS 186.46 TAL-21 28+19.40, 29.00' RT7BOS 186.91 5. 7 ' TAL-21 28+09.70, 29.24' RT7BOS 187.16 TAL-21 27+77.61, 28.78' RT BOS 187.71 TAL-21 28+04.78, 27.41' RT BOS 187.25 TAL-21 27+71.66, 27.05' RT BOS 187.79 -1 . 5 % -1 . 5 % -1 . 5 % -4.1% -4.1% -1.7% -1.3% -3 . 3 % -1.7% TOC 186.31 TAL-21 27+77.09, 20.30' RT EX FL 187.09 MATCH EXISTING TOC 187.59 6.0' TAL-21 27+71.27, 21.40' RT TOC 187.60 EX FL 187.17 MATCH EXISTING 5.0' -1 . 5 % 4. 5 ' 5. 6 ' EX 187.79 MATCH EXISTING EX 186.44 EX 186.71 EX 186.30 EX 185.63 -2.0% 11.0' EX 184.76 -1 . 5 % -1.7% -2.5% EX FL 185.78 MATCH EXISTING TAL-21 28+04.49, 18.90' RT FL 186.63 TOC 187.13 TAL-21 28+19.20, 18.50' RT FL 186.26 TOC 186.76 STATION 59944 (OB) AMENITIES DESCRIPTION TYPE QTY SHELTER FOOTING F50 - 10'-0" x 4'-4"1 SHELTER F50 1 FLAG 1 CURB PAINT 1 TRASH RECEPTACLE 1 FREESTANDING BENCH 1 BOLLARD 0 PEDESTRIAN GUARDRAIL 0 13" RTIS AND SOLAR PANEL SHELTER MOUNTED 1 LED LIGHT AND SOLAR PANEL BUS FLAG MOUNTED 1 TEXT TO SPEECH BUTTON 1 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ c h 2 m h i l l _ a v 0 5 9 7 5 3 \ d 0 6 0 1 3 8 9 \ 1 S 1 . 1 0 . d w g | L a y o u t : 1 S 1 . 1 4 PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 4 : 5 6 : 0 7 p m B y A V 0 5 9 7 5 3 XR E F S : X - T O P O . d w g ; X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - R D W Y _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - D R _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - G R A D _ R E N T O N . d w g ; X - S U R F A C E _ R E N T O N . d w g ; X - P V _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 5'10' SCALE: 1" = 5' 0' TALBOT RD S (TAL-21-LINE) LOCATION MAP TALBO T R D S TALBOT C R E S T D R S S 2 3 R D S T PLAN - STATION 59944 (OB) TIER 3 RENTON SEGMENT STATION PLAN ID# 59944 1S1.14 271 A. VILLAR C. WILCOX B. MANN TA L B O T C R E S T D R S R-4214271 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214249 EXISTING STATION. MODIFY SIGN TO I LINE STATION SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 AND FOOTING DETAILS TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 AND FOOTING DETAILS PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 F50 SHELTER FOOTING WITH STEM WALL PER DETAIL ON SHEET 1R2.03 F50 SHELTER FOUNDATION PER METRO STD DETAIL D101C CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 1C5.02 SHELTER OR PYLON FOOTING WITH THICKENED EDGE PER DETAIL B ON SHEET 1C5.02 F50 SHELTER FOOTING WITH THICKENED EDGE PER DETAIL C ON SHEET 1C5.02 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02 SHELTER OR PYLON FOOTING WITH INTEGRAL CURB PER DETAIL E ON SHEET 1C5.02 GATE IN PEDESTRIAN GUARDRAIL PER TYPCAL STATION DETAIL D ON SHEET 1S6.02. B31 SHELTER FOOTING PER METRO STD DETAIL D103 STATION NOTES 1 2 3 4 STATION GENERAL NOTES 1.SEE SHEET 1S1.00 FOR STATION GENERAL NOTES AND LEGEND. 5 6 7 9 8 10 11 12 13 14 STATION 59951 (OB) AMENITIES DESCRIPTION TYPE QTY SHELTER FOOTING F50 - 10'-0" x 4'-4"1 SHELTER F50 1 FLAG 1 CURB PAINT 1 TRASH RECEPTACLE 1 FREESTANDING BENCH 1 BOLLARD 0 PEDESTRIAN GUARDRAIL 110 LF 13" RTIS AND SOLAR PANEL SHELTER MOUNTED 1 LED LIGHT AND SOLAR PANEL BUS FLAG MOUNTED 1 TEXT TO SPEECH BUTTON 1 57+00 29.0'10.0' 10 . 0 ' 8. 0 ' 4. 2 ' 10.3'5.0' TAL-21 57+36.67, 15.63' RT END 4 NE E D T O A D D F 5 0 S H E L T E R TAL-21 56+48.09, 21.63' RT BOS 99.53 TAL-21 56+56.09, 21.52' RT BOS 100.12 TAL-21 56+85.09, 21.09' RT BOS 100.51 FG 95.61 TAL-21 56+90.16, 26.02' RT7BOS 100.64 FG 95.48 TAL-21 57+11.15, 25.71' RT BOS 100.93 FG 95.64 TAL-21 57+21.37, 23.56' RT BOS 101.04 FG 95.40 TAL-21 57+36.37, 23.33' RT BOS 100.73 FG 95.92 -1 . 5 % -1 . 5 % -1 . 5 % -1 . 5 % -1.3% -1.3% TAL-21 57+11.00, 15.21' RT TAL-21 57+25.25, 15.00' RT TAL-21 57+31.25, 14.91' RT TOC 100.54 TOC 100.97 TOC 100.78 TOC 100.61TAL-21 56+43.00, 15.98' RT MATCH EXISTING TOC 99.41 TOC 100.04 EX 97.35 EX 97.62 EX 95.49 EX 95.72 EX 95.68 EX 97.07 EX 97.47 -1 . 5 % 8.0' 4.0'6.0'5.0' -1.3% -1.3% TAL-21 57+36.25, 14.83' RT TAL-21 56+42.59, 16.48' RT BEGIN 4 TAL-21 56+56.00, 16.02' RT 5.0' FL 99.54 FL 100.28 EX FL 99.41 TOC 99.45 TAL-21 56+48.00, 15.99' RT FL 99.44 TAL-21 56+43.09, 21.71' RT BOS 99.49 FG 95.53 EX 97.32 5. 4 ' 5. 0 ' EX 98.11 TAL-21 57+00.16, 25.88' RT 7BOS 100.78 11.0' -1 . 9 % -1.0% -1.3% -1.3% FL 100.47 EX FL 100.60 MATCH EXISTING FL 100.54 TAL-21 56+90.00, 15.52' RT TOC 100.50 FL 100.00 1' M I N C: \ p w _ w o r k d i r \ d e n 0 0 3 \ c h 2 m h i l l _ a v 0 5 9 7 5 3 \ d 0 6 0 1 3 8 9 \ 1 S 1 . 1 0 . d w g | L a y o u t : 1 S 1 . 1 5 PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 4 : 5 9 : 3 3 p m B y A V 0 5 9 7 5 3 XR E F S : X - T O P O . d w g ; X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - R D W Y _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - D R _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - G R A D _ R E N T O N . d w g ; X - S U R F A C E _ R E N T O N . d w g ; X - P V _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 5'10' SCALE: 1" = 5' 0' TALBOT RD S (TAL-21-LINE) LOCATION MAP PLAN - STATION 59951 (OB) TIER 3 S 3 2 N D S T TALBO T R D S RENTON SEGMENT STATION PLAN ID# 59951 1S1.15 272 A. VILLAR C. WILCOX B. MANN 74.1' 1C6.10 - 1C6.10 - 1R1.01 - R-4214272 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214250 EXISTING STATION. MODIFY SIGN TO I LINE STATION SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 AND FOOTING DETAILS TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 AND FOOTING DETAILS PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 F50 SHELTER FOOTING WITH STEM WALL PER DETAIL ON SHEET 1R2.03 F50 SHELTER FOUNDATION PER METRO STD DETAIL D101C CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 1C5.02 SHELTER OR PYLON FOOTING WITH THICKENED EDGE PER DETAIL B ON SHEET 1C5.02 F50 SHELTER FOOTING WITH THICKENED EDGE PER DETAIL C ON SHEET 1C5.02 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02 SHELTER OR PYLON FOOTING WITH INTEGRAL CURB PER DETAIL E ON SHEET 1C5.02 GATE IN PEDESTRIAN GUARDRAIL PER TYPCAL STATION DETAIL D ON SHEET 1S6.02. B31 SHELTER FOOTING PER METRO STD DETAIL D103 STATION NOTES 1 2 3 4 STATION GENERAL NOTES 1.SEE SHEET 1S1.00 FOR STATION GENERAL NOTES AND LEGEND. 5 6 7 9 8 10 11 12 13 14 56+00 57+00 PL PL PL PL PL PL PL PL PL PL PL PL PL PL 7. 2 ' 11 . 5 ' 4.0' TAL-21 56+22.05, 19.83' LT TAL-21 56+51.05, 19.97' LT 5. 0 ' TAL-21 56+26.02, 31.36' LT11BOS 100.47 TAL-21 56+26.04, 24.81' LT11BOS 100.37 TOC 100.24 TOC 100.62 -1 . 5 % -1.3% 22.4' EX FL 99.73 EX FL 100.11 MATCH EXISTING MATCH EXISTING 11.4' -1 . 7 % 5. 0 ' TAL-21 56+22.04, 24.78' LT BOS 100.33 EX 100.33 MATCH EXISTING EX 100.38 9.6'4.0' EX 102.05 EX 102.09 EX 100.65 TAL-21 56+37.36, 31.41' LT12BOS 100.62 TAL-21 56+47.02, 31.46' LT12BOS 100.74 TAL-21 56+51.04, 24.94' LT BOS 100.71 EX 100.71 MATCH EXISTING -1 . 5 % -1.3% -1.5% -1.3% -1 . 8 % -1.0% -1.3% 5. 1 ' TAL-21 56+26.06, 19.85' LT TOC 100.30 EX FL 99.79 MATCH EXISTING TAL-21 56+47.06, 19.96' LT TOC 100.57 EX FL 100.07 MATCH EXISTING EXISTING 18" STORM DRAIN TO REMAIN EX 101.77 14 14 TOC 101.89 TOC 101.74 TOC 102.04 TOC 100.40 TOC 100.77 TAL-21 56+47.04, 24.93' LT 11BOS 100.64 STATION 60359 (IB) AMENITIES DESCRIPTION TYPE QTY SHELTER FOOTING B21 - 10'-4" x 4'-10"1 SHELTER F31 1 FLAG 1 CURB PAINT 1 TRASH RECEPTACLE 1 FREESTANDING BENCH 1 BOLLARD 0 PEDESTRIAN GUARDRAIL 0 13" RTIS SHELTER MOUNTED 1 LED LIGHT AND SOLAR PANEL BUS FLAG MOUNTED 1 TEXT TO SPEECH BUTTON 1 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ c h 2 m h i l l _ a v 0 5 9 7 5 3 \ d 0 6 0 1 3 8 9 \ 1 S 1 . 1 0 . d w g | L a y o u t : 1 S 1 . 1 6 PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 5 : 0 2 : 1 3 p m B y A V 0 5 9 7 5 3 XR E F S : X - T O P O . d w g ; X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - R D W Y _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - D R _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - G R A D _ R E N T O N . d w g ; X - S U R F A C E _ R E N T O N . d w g ; X - P V _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 5'10' SCALE: 1" = 5' 0' TALBOT RD S (TAL-21-LINE) LOCATION MAP PLAN - STATION 60359 (IB) TIER 3 S 3 2 N D S T TALBO T R D S RENTON SEGMENT STATION PLAN ID# 60359 1S1.16 273 A. VILLAR C. WILCOX B. MANN R-4214273 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214251 EXISTING STATION. MODIFY SIGN TO I LINE STATION SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 AND FOOTING DETAILS TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 AND FOOTING DETAILS PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 F50 SHELTER FOOTING WITH STEM WALL PER DETAIL ON SHEET 1R2.03 F50 SHELTER FOUNDATION PER METRO STD DETAIL D101C CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 1C5.02 SHELTER OR PYLON FOOTING WITH THICKENED EDGE PER DETAIL B ON SHEET 1C5.02 F50 SHELTER FOOTING WITH THICKENED EDGE PER DETAIL C ON SHEET 1C5.02 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02 SHELTER OR PYLON FOOTING WITH INTEGRAL CURB PER DETAIL E ON SHEET 1C5.02 GATE IN PEDESTRIAN GUARDRAIL PER TYPCAL STATION DETAIL D ON SHEET 1S6.02. B31 SHELTER FOOTING PER METRO STD DETAIL D103 STATION NOTES 1 2 3 4 STATION GENERAL NOTES 1.SEE SHEET 1S1.00 FOR STATION GENERAL NOTES AND LEGEND. 5 6 7 9 8 10 11 12 13 14 72+00 PL PL PL PL PL PL PL PL PL PL PL PL PL PL 10 . 0 ' 10.0' 5. 0 ' TAL-21 71+75.71, 30.00' LT BOS 92.06 TAL-21 72+30.71, 30.00' LT BOS 92.84 W 6.1'6.0' TAL-21 71+63.59, 25.00' LT FG 91.88 34.0' -1 . 5 % -1 . 5 % -1 . 5 % -1.4% -1.2%-0. 5 % -0.6% TAL-21 71+75.71, 19.50' LT TAL-21 71+69.71, 19.50' LT TAL-21 72+30.71, 19.50' LT TOP OF RAMP 92.69 TAL-21 72+36.71, 19.50' LT FL 92.23 TOC 92.73 TOC 92.69 TOC 91.91 TOC 91.42 -7.2 % -8.2% -0 . 3 % -1 . 6 % TAL-21 71+75.71, 14.47' LT FL 91.48 TOC 91.98 4. 5 ' -1.2% -1 . 5 % -6.3% -7.5% -0 . 5 % TAL-21 72+30.71, 14.48' LT FL 92.13 TOC 92.63 TAL-21 72+36.71, 14.50' LT FL 92.25 TOC 92.25 TAL-21 72+36.71, 25.00' LT BOS 92.80 TAL-21 71+69.71, 25.00' LT BOS 91.50 6.0' -1 . 5 % TAL-21 71+69.71, 14.47' LT FL 91.44 TOC 91.44 -9.1% -8.2% 5. 0 ' 11.0' 5. 7 ' 4. 6 ' EX 91.99 EX 91.89 EX 92.55 EX 92.85 EX 92.29 TAL-21 71+86.71, 30.00' LT 7BOS 92.31 EX 92.70 TAL-21 71+96.71, 30.00' LT 7BOS 92.44 EX 92.85 -1 . 5 % -2.3% -2.3% FL 91.42 TOP OF RAMP 91.91 -1.1% -1 . 5 % TAL-21 71+86.71, 14.50' LT TOC 92.10 TAL-21 71+86.71, 19.50' LT TOC 92.16 FL 91.60 STATION 60363 (IB) AMENITIES DESCRIPTION TYPE QTY SHELTER FOOTING F50 - 10'-0" x 4'-4"1 SHELTER F50 1 FLAG 1 BUS FLAG 1 13" RTIS AND SOLAR PANEL SHELTER MOUNTED 1 LED LIGHT AND SOLAR PANEL BUS FLAG MOUNTED 0 TEXT TO SPEECH BUTTON 1 CURB PAINT 1 TRASH RECEPTACLE 1 FREESTANDING BENCH 1 BOLLARD 0 PEDESTRIAN GUARDRAIL 0 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ c h 2 m h i l l _ a v 0 5 9 7 5 3 \ d 0 6 0 1 3 8 9 \ 1 S 1 . 1 0 . d w g | L a y o u t : 1 S 1 . 1 7 PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 5 : 0 4 : 3 4 p m B y A V 0 5 9 7 5 3 XR E F S : X - T O P O . d w g ; X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - R D W Y _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - D R _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - G R A D _ R E N T O N . d w g ; X - S U R F A C E _ R E N T O N . d w g ; X - P V _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 5'10' SCALE: 1" = 5' 0' TALBOT RD S (TAL-21-LINE) LOCATION MAP PLAN - STATION 60363 (IB) TIER 3 TALBOT RD S MORRIS AVE S S 3 8 T H C T S 3 7 T H S T S 3 6 T H S T S 3 7 T H S T RENTON SEGMENT STATION PLAN ID# 60363 1S1.17 274 A. VILLAR C. WILCOX B. MANN / K. CRAIG 1C6.11 - EXISTING MANHOLE TO REMAIN EXISTING CATCH BASIN TO REMAIN EXISTING CATCH BASIN TO REMAIN EXISTING WATER METER TO REMAIN R-4214274 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214252 EXISTING STATION. MODIFY SIGN TO I LINE STATION SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 AND FOOTING DETAILS TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 AND FOOTING DETAILS PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 F50 SHELTER FOOTING WITH STEM WALL PER DETAIL ON SHEET 1R2.03 F50 SHELTER FOUNDATION PER METRO STD DETAIL D101C CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 1C5.02 SHELTER OR PYLON FOOTING WITH THICKENED EDGE PER DETAIL B ON SHEET 1C5.02 F50 SHELTER FOOTING WITH THICKENED EDGE PER DETAIL C ON SHEET 1C5.02 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02 SHELTER OR PYLON FOOTING WITH INTEGRAL CURB PER DETAIL E ON SHEET 1C5.02 GATE IN PEDESTRIAN GUARDRAIL PER TYPCAL STATION DETAIL D ON SHEET 1S6.02. B31 SHELTER FOOTING PER METRO STD DETAIL D103 STATION NOTES 1 2 3 4 STATION GENERAL NOTES 1.SEE SHEET 1S1.00 FOR STATION GENERAL NOTES AND LEGEND. 5 6 7 9 8 10 11 12 13 14 75+00 8. 0 ' 10.0' 10 . 0 ' 34.0' TAL-21 74+53.46, 30.03' RT BOS 94.58 TAL-21 75+08.46, 30.03' RT BOS 95.03 10.0' TAL-21 74+43.46, 28.06' RT BOS 94.31 TAL-21 75+18.46, 28.04' RT BOS 94.97 -1 . 5 % -1 . 5 % -1 . 5 % -1 . 4 % -2.7% -0.8%-0.7% -0.3% -0.8% -2.4% TAL-21 74+47.46, 19.53' RT FL 93.73 TAL-21 74+53.46, 19.53' RT TAL-21 75+08.46, 19.53' RT TOP OF RAMP 94.88 TAL-21 75+14.46, 19.54' RT FL 94.41 TOC 94.23 TOC 94.88 TOC 94.91 10.0' TAL-21 74+47.46, 14.53' RT FL 93.85 TOC 93.85 TAL-21 74+53.46, 14.53' RT FL 93.86 TOC 94.36 -11.7% -3 . 1 % -1 . 5 % -8.3% 4. 5 ' -0.8% TAL-21 75+08.46, 14.53' RT FL 94.32 TOC 94.82 TAL-21 75+14.46, 14.54' RT FL 94.34 TOC 94.34 -1 . 5 % -1 . 5 % -8.0% -8.0% 8. 0 ' TOC 94.43 TOP OF RAMP 94.43 TAL-21 74+43.46, 19.53' RT FL 93.69 TOC 94.19 TAL-21 75+18.46, 19.54' RT FL 94.36 TOC 94.86 11.0' 5. 7 ' 4. 6 ' TAL-21 74+87.46, 30.03' RT7BOS 94.88 EX 94.23 TAL-21 74+97.46, 30.03' RT7BOS 94.94 EX 94.41 EX 94.63 EX 94.56 EX 93.88 EX 94.04 STATION 59947 (OB) AMENITIES DESCRIPTION TYPE QTY SHELTER FOOTING F50 - 10'-0" x 4'-4"1 SHELTER F50 1 FLAG 1 FLAG POST 1 13" RTIS AND SOLAR PANEL SHELTER MOUNTED 1 LED LIGHT AND SOLAR PANEL BUS FLAG MOUNTED 0 TEXT TO SPEECH BUTTON 1 CURB PAINT 1 TRASH RECEPTACLE 1 FREESTANDING BENCH 1 BOLLARD 0 PEDESTRIAN GUARDRAIL 0 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ c h 2 m h i l l _ a v 0 5 9 7 5 3 \ d 0 6 0 1 3 8 9 \ 1 S 1 . 1 0 . d w g | L a y o u t : 1 S 1 . 1 8 PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 5 : 0 7 : 0 3 p m B y A V 0 5 9 7 5 3 XR E F S : X - T O P O . d w g ; X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - R D W Y _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - D R _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - G R A D _ R E N T O N . d w g ; X - S U R F A C E _ R E N T O N . d w g ; X - P V _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 5'10' SCALE: 1" = 5' 0' TALBOT RD S (TAL-21-LINE) LOCATION MAP PLAN - STATION 59947 (OB) TIER 3 TALBOT RD S MORRIS AVE S S 3 8 T H C T S 3 7 T H S T S 3 6 T H S T S 3 8 T H C T RENTON SEGMENT STATION PLAN ID# 59947 1S1.18 275 A. VILLAR C. WILCOX B. MANN 1C6.13 - EXISTING MANHOLE TO REMAIN R-4214275 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 PROPOSED ROW (TYPICAL) 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214253 89+00 18.9' 5. 0 ' 10 . 0 ' 5. 0 ' SD F 12.0' TAL-21 89+03.74, 32.49' RT BOS 109.11 FG 108.05 TAL-21 88+66.74, 32.55' RT 2BOS 109.09 FG 106.22 TAL-21 88+80.24, 32.53' RT 3BOS 109.18 FG 106.60 TAL-21 88+27.91, 27.52' RT BEGIN4 TAL-21 89+04.08, 27.53' RT END 4 TAL-21 88+28.24, 32.63' RT BOS 108.60 FG 105.86 EX 107.11 EX 107.17 EX 107.46 EX 109.39 EX 108.05 -1 . 5 % -1 . 5 % -1 . 5 % -2.5% -0.7% -2.5%-0.7% TAL-21 88+28.24, 22.04' RT EX FL 107.95 MATCH EXISTING TAL-21 88+40.24, 22.03' RT TOP OF RAMP 108.75 TAL-21 88+95.23, 22.00' RT TOP OF RAMP 109.14 TAL-21 89+01.23, 22.00' RTTOC 108.45 TOC 108.75 TOC 109.14 TOC 109.01 13.5'15.0' TAL-21 88+34.24, 22.03' RT FL 108.03 TAL-21 88+34.23, 17.04' RT FL 108.13 TAL-21 88+40.23, 17.02' RT FL 108.17 TOC 108.13 TOC 108.53 TOC 108.67 TAL-21 88+23.24, 22.60' RT TOC 108.41 MATCH EXISTING TAL-21 88+23.24, 27.52' RT BOS 108.49 -1 . 7 % -9.1% -11.9%-1 . 5 % -2 . 3 % 4. 5 ' -0.7% 5. 5 ' 3. 0 ' -1 . 5 % -7.6% -9.3% -2 . 2 % 8.5' TAL-21 89+10.55, 27.52' RT BOS 108.98 TAL-21 89+10.55, 28.49' RT BOS 108.98 TAL-21 89+13.16, 28.63' RT BOS 108.98 -1 . 2 % TOC 108.92 TAL-21 88+95.23, 17.00' RT TAL-21 89+01.23, 16.99' RT FL 108.61 TOC 109.07 TOC 108.61 TAL-21 89+13.50, 22.04' RT EX FL 108.50 MATCH EXISTING FL 108.51 FL 108.57 TAL-21 88+28.24, 27.52' RT BOS 108.52 EX 108.53 TAL-21 89+03.74, 27.53' RT BOS 109.03 EX 108.97 TAL-21 88+47.81, 32.59' RT2BOS 108.95 FG 105.85 EX 107.26 EX 108.49 MATCH EXISTING 7.6' EX 108.98 EX 108.98 EX 108.98 TAL-21 89+06.19, 21.99' RT TOC 108.91 FL 108.41 LP 9.4' TAL-21 88+95.24, 32.50' RT BOS 109.29 FG 106.55 EX 108.89 TAL-21 88+40.24, 32.60' RT BOS 108.90 FG 105.86 EX FL 107.91 -2.2%-0.5% STATION 59949 (OB) AMENITIES DESCRIPTION TYPE QTY SHELTER FOUNDATION LARGE - 18'-11" x 5'-2"1 SHELTER LARGE 1 REAR WINDSCREEN 1 LEFT WINDSCREEN 0 RIGHT WINDSCREEN 1 REAR WINDSCREEN WITH LEAN RAIL 1 FLAG 1 FLAG POST 1 ROUTE HOLDER 1 SCHEDULE HOLDER 1 TECH PYLON FOUNDATION 4'-6" x 5'-2"1 TECH PYLON 1 STATION 59949 (OB) AMENITIES EXISTING STATION. MODIFY SIGN TO I LINE STATION SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 AND FOOTING DETAILS TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 AND FOOTING DETAILS PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 F50 SHELTER FOOTING WITH STEM WALL PER DETAIL ON SHEET 1R2.03 F50 SHELTER FOUNDATION PER METRO STD DETAIL D101C CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 1C5.02 SHELTER OR PYLON FOOTING WITH THICKENED EDGE PER DETAIL B ON SHEET 1C5.02 F50 SHELTER FOOTING WITH THICKENED EDGE PER DETAIL C ON SHEET 1C5.02 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02 SHELTER OR PYLON FOOTING WITH INTEGRAL CURB PER DETAIL E ON SHEET 1C5.02 GATE IN PEDESTRIAN GUARDRAIL PER TYPCAL STATION DETAIL D ON SHEET 1S6.02. B31 SHELTER FOOTING PER METRO STD DETAIL D103 STATION NOTES 1 2 3 4 STATION GENERAL NOTES 1.SEE SHEET 1S1.00 FOR STATION GENERAL NOTES AND LEGEND. 5 6 7 9 8 10 11 12 13 14 STATION 59949 (OB) AMENITIES RTIS 2 ORCA CARD READER 0 RAPIDRIDE MAP CASE 1 TEXT TO SPEECH PLACARD 1 ORCA SIGN 0 PEDESTRIAN LUMINAIRE FOUNDATION 2 PEDESTRIAN LUMINAIRE HARDWIRED 2 CURB PAINT 1 TRASH RECEPTACLE 1 FREESTANDING BENCH 2 BIKE RACK 1 BOLLARD 0 PEDESTRIAN GUARDRAIL 87 LF C: \ p w _ w o r k d i r \ d e n 0 0 3 \ c h 2 m h i l l _ a v 0 5 9 7 5 3 \ d 0 6 0 1 3 8 9 \ 1 S 1 . 1 0 . d w g | L a y o u t : 1 S 1 . 1 9 PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 5 : 1 0 : 4 8 p m B y A V 0 5 9 7 5 3 XR E F S : X - T O P O . d w g ; X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - R D W Y _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - D R _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - G R A D _ R E N T O N . d w g ; X - S U R F A C E _ R E N T O N . d w g ; X - P V _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 5'10' SCALE: 1" = 5' 0' TALBOT RD S (TAL-21-LINE) LOCATION MAP PLAN - STATION 59949 (OB) TIER 1 TALBOT RD S S 4 3 R D S T RENTON SEGMENT STATION PLAN ID# 59949 1S1.19 276 A. VILLAR C. WILCOX B. MANN S C A R R R D 1C6.14 - 1R1.03 - EXISTING FIRE HYDRANT TO REMAIN R-4214276 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214254 88+00 89+00 10 . 0 ' 15.0' 5. 0 ' SD F 6.0' -1 . 1 % -1 . 5 % -1 . 5 % -1 . 5 % -2 . 3 % -2.0% -2.0% -0.7% -0.7% 13.5'26.5'5.0' -1 . 4 % -0 . 3 % -10.0% -9.2% 4. 5 ' -0.7% 5. 5 ' 3. 0 ' -1 . 4 % -9.0% -7.6%-0 . 5 % 6.0'16.0'10.2' EX 109.14 MATCH EXISTING EX 108.39 MATCH EXISTING -1 . 5 % -1 . 5 % -0.6% 5. 0 ' TAL-21 88+74.28, 21.92' LT TOP OF RAMP 109.04 TAL-21 88+74.28, 32.42' LT BOS 109.20 TAL-21 88+19.28, 32.42' LT BOS 108.79 TAL-21 88+47.78, 32.42' LT 2BOS 109.00 TAL-21 88+34.28, 32.42' LT 3BOS 108.90 TAL-21 88+08.28, 27.42' LT BOS 108.39 TAL-21 88+13.28, 27.42' LT TAL-21 88+13.28, 32.42' LT TAL-21 88+74.28, 27.42' LT BOS 109.11 TAL-21 88+96.28, 27.42' LT BOS 109.14 TOW 109.35 EX 108.96 TOW 110.60 EX 110.13 TOW 110.98 EX 110.40TOW 110.97 EX 110.25 TOW 110.97 TOW 110.83 EX 110.17 EX 108.45 TAL-21 88+13.28, 21.92' LT TAL-21 88+08.28, 21.92' LT EX FL 107.85 MATCH EXISTING TOC 108.34 TOC 108.51 TAL-21 88+80.28, 21.92' LT FL 108.50 TAL-21 88+96.28, 21.92' LT TOC 109.04 TOC 109.01 TOC 109.02 TAL-21 88+19.28, 16.92' LT FL 108.07 TOC 108.57 TAL-21 88+13.28, 16.92' LT FL 108.03 TOC 108.03 TAL-21 88+74.28, 16.92' LT FL 108.48 TOC 108.98 TOC 108.52 TAL-21 88+80.28, 16.92' LT FL 108.52 TAL-21 88+19.28, 21.92' LT TOP OF RAMP 108.64 TOC 108.64 FL 108.02 BOS 108.59 TOW 108.85 BOS 108.67 TAL-21 88+86.27, 21.92' LT TOC 108.93 FL 108.44 LP EX FL 108.52 MATCH EXISTING EX 110.37 TAL-21 88+66.71, 32.42' LT 2BOS 109.13 TOW 110.71 EX 110.01 -0.9% STATION 60361 (IB) AMENITIES DESCRIPTION TYPE QTY SHELTER FOUNDATION LARGE - 18'-11" x 5'-2"1 SHELTER LARGE 1 REAR WINDSCREEN 1 LEFT WINDSCREEN 1 RIGHT WINDSCREEN 0 REAR WINDSCREEN WITH LEAN RAIL 1 FLAG 1 FLAG POST 1 ROUTE HOLDER 1 SCHEDULE HOLDER 1 TECH PYLON FOUNDATION 4'-6" x 5'-2"1 TECH PYLON 1 STATION 60361 (IB) AMENITIES STATION 60361 (IB) AMENITIES RTIS 2 ORCA CARD READER 0 RAPIDRIDE MAP CASE 1 TEXT TO SPEECH PLACARD 1 ORCA SIGN 0 PEDESTRIAN LUMINAIRE FOUNDATION 2 PEDESTRIAN LUMINAIRE HARDWIRED 2 CURB PAINT 1 TRASH RECEPTACLE 1 FREESTANDING BENCH 2 BIKE RACK 0 BOLLARD 0 PEDESTRIAN GUARDRAIL 0 EXISTING STATION. MODIFY SIGN TO I LINE STATION SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 AND FOOTING DETAILS TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 AND FOOTING DETAILS PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 F50 SHELTER FOOTING WITH STEM WALL PER DETAIL ON SHEET 1R2.03 F50 SHELTER FOUNDATION PER METRO STD DETAIL D101C CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 1C5.02 SHELTER OR PYLON FOOTING WITH THICKENED EDGE PER DETAIL B ON SHEET 1C5.02 F50 SHELTER FOOTING WITH THICKENED EDGE PER DETAIL C ON SHEET 1C5.02 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02 SHELTER OR PYLON FOOTING WITH INTEGRAL CURB PER DETAIL E ON SHEET 1C5.02 GATE IN PEDESTRIAN GUARDRAIL PER TYPCAL STATION DETAIL D ON SHEET 1S6.02. B31 SHELTER FOOTING PER METRO STD DETAIL D103 STATION NOTES 1 2 3 4 STATION GENERAL NOTES 1.SEE SHEET 1S1.00 FOR STATION GENERAL NOTES AND LEGEND. 5 6 7 9 8 10 11 12 13 14 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ c h 2 m h i l l _ a v 0 5 9 7 5 3 \ d 0 6 0 1 3 8 9 \ 1 S 1 . 2 0 . d w g | L a y o u t : 1 S 1 . 2 0 PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 5 : 2 9 : 3 6 p m B y A V 0 5 9 7 5 3 XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - T O P O . d w g ; X - A L I G N . d w g ; d m s _ d e l e t e d . X - S H E E T C U T S . d w g ; X - R O W _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; X - P A R C E L - I N F O . d w g ; X - P V _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; X - G R A D _ R E N T O N . d w g ; X - S U R F A C E _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - R D W Y _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - S I G H T - T R I A N G L E S _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R O W _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 5'10' SCALE: 1" = 5' 0' TALBOT RD S (TAL-21-LINE) LOCATION MAP PLAN - STATION 60361 (IB) TIER 1 TALBOT RD S S 4 3 R D S T S C A R R R D RENTON SEGMENT STATION PLAN ID# 60361 1S1.20 277 A. VILLAR C. WILCOX B. MANN 1C6.14 - EXISTING UTILITY POLES TO REMAIN EXISTING STORM DRAIN STRUCTURE TO REMAIN 1R1.02 - R-4214277 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 PROPOSED ROW (TYPICAL) 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214255 34+00 4.0'35.9' 6. 3 ' 4. 5 ' 1. 8 ' -1 . 5 % -10.8% -10.7% 4.6' 10 . 7 ' 5. 2 ' 1. 8 ' 5.7' -8.8% -2 . 6 % -10.7% 6. 3 ' -12.6% -10.9% -1 . 5 % 10.0' -2 . 9 % CAR 33+36.74, 29.04' LT BEGIN4 CAR 33+52.52, 28.99' LT END 4 CAR 33+32.17, 29.08' LT BOS 253.56 EX 252.68 EX 253.56 MATCH EXISTING CAR 33+32.27, 22.75' LT CAR 33+57.61, 22.75' LTTOC 253.39 TOC 256.00 CAR 34+04.45, 24.19' LT TOC 260.83 CAR 34+03.60, 24.54' LT FG 260.80 EX FL 252.89 MATCH EXISTING EX FL 255.52 MATCH EXISTING EX FL 260.35 MATCH EXISTINGCAR 33+36.43, 22.71' LT EX FL 253.32 MATCH EXISTING TOC 253.82 CAR 33+36.39, 29.04' LT8BOS 253.91 CAR 33+36.36, 33.38' LT8 EX 253.99 EX 254.92 CAR 33+57.79, 29.07' LT BOS 256.19 EX 256.19 MATCH EXISTING CAR 33+52.78, 22.73' LT TOC 255.50 EX FL 255.00 MATCH EXISTING EX 260.80 MATCH EXISTING CAR 33+52.87, 29.04' LT 8BOS 255.60 EX 255.67 CAR 33+52.95, 33.32' LT 7 10BOS 255.67 CAR 33+52.57, 31.82' LT BEGIN 4CAR 33+42.33, 33.41' LT107 CAR 33+42.33, 33.07' LT END4 EX 253.47 BOS 254.59 6 6 FG 252.84 FG 252.23 FG 253.91 FG 255.60 FG 253.92 BOS 253.98 STATION 60340 (IB) AMENITIES DESCRIPTION TYPE QTY SHELTER FOUNDATION F50 - 10'-0" x 4'-4"1 SHELTER F50 1 FLAG 1 CURB PAINT 1 TRASH RECEPTACLE 1 FREESTANDING BENCH 1 BOLLARD 0 PEDESTRIAN GUARDRAIL 12 LF 13" RTIS AND SOLAR PANEL SHELTER MOUNTED 1 LED LIGHT AND SOLAR PANEL BUS FLAG MOUNTED 1 TEXT TO SPEECH BUTTON 1 EXISTING STATION. MODIFY SIGN TO I LINE STATION SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 AND FOOTING DETAILS TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 AND FOOTING DETAILS PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 F50 SHELTER FOOTING WITH STEM WALL PER DETAIL ON SHEET 1R2.03 F50 SHELTER FOUNDATION PER METRO STD DETAIL D101C CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 1C5.02 SHELTER OR PYLON FOOTING WITH THICKENED EDGE PER DETAIL B ON SHEET 1C5.02 F50 SHELTER FOOTING WITH THICKENED EDGE PER DETAIL C ON SHEET 1C5.02 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02 SHELTER OR PYLON FOOTING WITH INTEGRAL CURB PER DETAIL E ON SHEET 1C5.02 GATE IN PEDESTRIAN GUARDRAIL PER TYPCAL STATION DETAIL D ON SHEET 1S6.02. B31 SHELTER FOOTING PER METRO STD DETAIL D103 STATION NOTES 1 2 3 4 STATION GENERAL NOTES 1.SEE SHEET 1S1.00 FOR STATION GENERAL NOTES AND LEGEND. 5 6 7 9 8 10 11 12 13 14 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ c h 2 m h i l l _ a v 0 5 9 7 5 3 \ d 0 6 0 1 3 8 9 \ 1 S 1 . 2 0 . d w g | L a y o u t : 1 S 1 . 2 1 PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 5 : 3 2 : 1 6 p m B y A V 0 5 9 7 5 3 XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - T O P O . d w g ; X - A L I G N . d w g ; d m s _ d e l e t e d . X - S H E E T C U T S . d w g ; X - R O W _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; X - P A R C E L - I N F O . d w g ; X - P V _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; X - G R A D _ R E N T O N . d w g ; X - S U R F A C E _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - R D W Y _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - S I G H T - T R I A N G L E S _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R O W _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 5'10' SCALE: 1" = 5' 0'SE CARR RD (CAR-LINE) LOCATION MAP PLAN - STATION 60340 (IB) TIER 3 SE C A R R R D WEL L S A V E S MIL L A V E S RENTON SEGMENT STATION PLAN ID# 60340 1S1.21 278 A. VILLAR C. WILCOX B. MANN / K. CRAIG EXISTING CATCH BASIN TO REMAIN EXISTING SIGN TO REMAIN MILL A V E S R-4214278 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214256 EXISTING STATION. MODIFY SIGN TO I LINE STATION SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 AND FOOTING DETAILS TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 AND FOOTING DETAILS PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 F50 SHELTER FOOTING WITH STEM WALL PER DETAIL ON SHEET 1R2.03 F50 SHELTER FOUNDATION PER METRO STD DETAIL D101C CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 1C5.02 SHELTER OR PYLON FOOTING WITH THICKENED EDGE PER DETAIL B ON SHEET 1C5.02 F50 SHELTER FOOTING WITH THICKENED EDGE PER DETAIL C ON SHEET 1C5.02 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02 SHELTER OR PYLON FOOTING WITH INTEGRAL CURB PER DETAIL E ON SHEET 1C5.02 GATE IN PEDESTRIAN GUARDRAIL PER TYPCAL STATION DETAIL D ON SHEET 1S6.02. B31 SHELTER FOOTING PER METRO STD DETAIL D103 STATION NOTES 1 2 3 4 STATION GENERAL NOTES 1.SEE SHEET 1S1.00 FOR STATION GENERAL NOTES AND LEGEND. 5 6 7 9 8 10 11 12 13 1433+00 34+00 10.0' 6. 0 ' -9.3% -0 . 6 % -9.3% 4.7' -3 . 8 % 6. 5 ' 10 . 0 ' 5.0'4.0' -1 . 5 % -8.7% -10.0% 4. 6 ' -9.4% -6.4% 13.9' -1 . 5 % CAR 33+63.00, 28.79' RT BOS 259.35 CAR 33+67.45, 28.79' RT BOS 259.65 CAR 33+67.47, 32.35' RT7BOS 259.71 CAR 33+81.67, 32.44' RT BOS 261.09 CAR 33+85.54, 28.82' RT BOS 261.38 CAR 33+62.92, 22.34' RT TOC 261.34 TOC 259.10 CAR 33+85.69, 22.78' RT EX FL 258.59 MATCH EXISTING EX FL 260.81 MATCH EXISTING EX 259.35 MATCH EXISTING CAR 33+81.73, 28.76' RT BOS 261.04EX 259.79 EX 259.75 EX 261.08 CAR 33+76.93, 32.37' RT 7BOS 260.64 TOC 259.55 CAR 33+67.40, 22.35' RT EX FL 259.02 MATCH EXISTING EX 261.05 EX 261.38 MATCH EXISTING CAR 33+81.84, 22.44' RT TOC 260.94 EX FL 260.44 MATCH EXISTING EX 260.69 6 6 5. 7 ' STATION 59390 (OB) AMENITIES DESCRIPTION TYPE QTY SHELTER FOUNDATION F50 - 10'-0" x 4'-4"1 SHELTER F50 1 FLAG 1 CURB PAINT 1 TRASH RECEPTACLE 1 FREESTANDING BENCH 1 BOLLARD 0 PEDESTRIAN GUARDRAIL 0 13" RTIS AND SOLAR PANEL SHELTER MOUNTED 1 LED LIGHT AND SOLAR PANEL BUS FLAG MOUNTED 1 TEXT TO SPEECH BUTTON 1 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ c h 2 m h i l l _ a v 0 5 9 7 5 3 \ d 0 6 0 1 3 8 9 \ 1 S 1 . 2 0 . d w g | L a y o u t : 1 S 1 . 2 2 PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 5 : 3 4 : 5 2 p m B y A V 0 5 9 7 5 3 XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - T O P O . d w g ; X - A L I G N . d w g ; d m s _ d e l e t e d . X - S H E E T C U T S . d w g ; X - R O W _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; X - P A R C E L - I N F O . d w g ; X - P V _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; X - G R A D _ R E N T O N . d w g ; X - S U R F A C E _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - R D W Y _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - S I G H T - T R I A N G L E S _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R O W _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 5'10' SCALE: 1" = 5' 0' SE CARR RD (CAR-LINE) LOCATION MAP PLAN - STATION 59390 (OB) TIER 3 SE C A R R R D WEL L S A V E S MIL L A V E S RENTON SEGMENT STATION PLAN ID# 59390 1S1.22 279 A. VILLAR C. WILCOX B. MANN / K. CRAIG EXISTING FIRE HYDRANT TO REMAIN WE L L S A V E S R-4214279 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214257 EXISTING STATION. MODIFY SIGN TO I LINE STATION SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 AND FOOTING DETAILS TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 AND FOOTING DETAILS PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 F50 SHELTER FOOTING WITH STEM WALL PER DETAIL ON SHEET 1R2.03 F50 SHELTER FOUNDATION PER METRO STD DETAIL D101C CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 1C5.02 SHELTER OR PYLON FOOTING WITH THICKENED EDGE PER DETAIL B ON SHEET 1C5.02 F50 SHELTER FOOTING WITH THICKENED EDGE PER DETAIL C ON SHEET 1C5.02 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02 SHELTER OR PYLON FOOTING WITH INTEGRAL CURB PER DETAIL E ON SHEET 1C5.02 GATE IN PEDESTRIAN GUARDRAIL PER TYPCAL STATION DETAIL D ON SHEET 1S6.02. B31 SHELTER FOOTING PER METRO STD DETAIL D103 STATION NOTES 1 2 3 4 STATION GENERAL NOTES 1.SEE SHEET 1S1.00 FOR STATION GENERAL NOTES AND LEGEND. 5 6 7 9 8 10 11 12 13 14 44+00 SD F C 26.5' 10 . 0 ' 12.0' 6.0' 8. 1 ' -1 . 4 % -1 . 4 % -1 . 3 % -1 . 4 % -5.7% -5.9% -5.9% -5.9% -6.0% -5.9% 13.5'15.0' 5. 5 ' 3. 0 ' -5.0% 13.4' -6.3% EX 341.04 MATCH EXISTING EX 341.64 EX 342.12 EX 342.44 EX 343.26 EX 343.88 EX 344.63 EX 344.46 -3 . 9 % CAR 43+69.12, 33.21' RT BOS 342.41 CAR 44+25.09, 33.29' RT BOS 345.65 CAR 43+96.09, 33.45' RT 2BOS 343.97 CAR 44+09.83, 33.43' RT 3BOS 344.77 CAR 43+43.33, 31.09' RT CAR 43+56.91, 32.98' RT BOS 341.71 CAR 44+31.20, 33.20' RT BOS 346.01 CAR 43+69.29, 22.71' RT CAR 43+57.14, 22.48' RT TOC 341.56 TOC 342.28 CAR 43+77.52, 32.59' RT 5FG 342.89 CAR 43+95.52, 32.72' RT 5FG 343.93 TOC 340.73 CAR 43+43.59, 22.49' RT EX FL 340.27 MATCH EXISTING CAR 43+76.82, 33.32' RT 2BOS 342.86 FL 341.78FL 341.06 CAR 44+24.95, 22.79' RT TOC 345.52 FL 345.02 TOC 345.86 CAR 44+31.02, 22.70' RT FL 345.36 BOS 341.04 CAR 43+96.11, 22.95' RT TOC 343.86 FL 343.36 CAR 44+09.77, 22.93' RT TOC 344.66 FL 344.16 STATION 59391 (OB) AMENITIES DESCRIPTION TYPE QTY SHELTER FOUNDATION LARGE - 18'-11" x 4'-6"1 SHELTER LARGE 1 REAR WINDSCREEN 1 LEFT WINDSCREEN 0 RIGHT WINDSCREEN 1 REAR WINDSCREEN WITH LEAN RAIL 1 FLAG 1 FLAG POST 1 ROUTE HOLDER 1 SCHEDULE HOLDER 1 TECH PYLON FOUNDATION 4'-6" x 4'-6"1 TECH PYLON 1 STATION 59391 (OB) AMENITIES STATION 59391 (OB) AMENITIES RTIS 2 ORCA CARD READER 0 RAPIDRIDE MAP CASE 1 TEXT TO SPEECH PLACARD 1 ORCA SIGN 0 PEDESTRIAN LUMINAIRE FOUNDATION 2 PEDESTRIAN LUMINAIRE HARDWIRED 2 CURB PAINT 1 TRASH RECEPTACLE 1 FREESTANDING BENCH 2 BIKE RACK 2 BOLLARD 0 PEDESTRIAN GUARDRAIL 0 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ c h 2 m h i l l _ a v 0 5 9 7 5 3 \ d 0 6 0 1 3 8 9 \ 1 S 1 . 2 0 . d w g | L a y o u t : 1 S 1 . 2 3 PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 5 : 3 8 : 2 0 p m B y A V 0 5 9 7 5 3 XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - T O P O . d w g ; X - A L I G N . d w g ; d m s _ d e l e t e d . X - S H E E T C U T S . d w g ; X - R O W _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; X - P A R C E L - I N F O . d w g ; X - P V _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; X - G R A D _ R E N T O N . d w g ; X - S U R F A C E _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - R D W Y _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - S I G H T - T R I A N G L E S _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R O W _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 5'10' SCALE: 1" = 5' 0' SE CARR RD (CAR-LINE) LOCATION MAP PLAN - STATION 59391 (OB) TIER 1 SE CARR RD 10 5 T H P L S E 10 8 T H A V E S E 1 0 6 T H P L S E BE N S O N D R S RENTON SEGMENT STATION PLAN ID# 59391 1S1.23 280 A. VILLAR C. WILCOX B. MANN EXISTING CATCH BASIN TO REMAIN EXISTING MANHOLE TO REMAIN R-4214280 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214258 EXISTING STATION. MODIFY SIGN TO I LINE STATION SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 AND FOOTING DETAILS TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 AND FOOTING DETAILS PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 F50 SHELTER FOOTING WITH STEM WALL PER DETAIL ON SHEET 1R2.03 F50 SHELTER FOUNDATION PER METRO STD DETAIL D101C CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 1C5.02 SHELTER OR PYLON FOOTING WITH THICKENED EDGE PER DETAIL B ON SHEET 1C5.02 F50 SHELTER FOOTING WITH THICKENED EDGE PER DETAIL C ON SHEET 1C5.02 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02 SHELTER OR PYLON FOOTING WITH INTEGRAL CURB PER DETAIL E ON SHEET 1C5.02 GATE IN PEDESTRIAN GUARDRAIL PER TYPCAL STATION DETAIL D ON SHEET 1S6.02. B31 SHELTER FOOTING PER METRO STD DETAIL D103 STATION NOTES 1 2 3 4 STATION GENERAL NOTES 1.SEE SHEET 1S1.00 FOR STATION GENERAL NOTES AND LEGEND. 5 6 7 9 8 10 11 12 13 14 44+00 SD F 5. 0 ' 26.5' 10 . 0 ' 6.0' -4.4% -1 . 5 % -1 . 5 % -4.9% -4.9% -5.0% -5.0% 20.7' 6. 6 ' 4.6'15.0' 5. 5 ' 3. 0 ' -1 . 3 % -5.5% -6.2% -4.7% 13.5' -9.0% -1 . 7 % -2.4% -5 . 6 % -7 . 0 % -1 . 5 % -7 . 0 % -5 . 7 % -4.5% CAR 44+09.05, 43.58' LT 3BOS 346.82 CAR 44+22.25, 43.51' LT 2BOS 347.48 CAR 43+87.86, 43.69' LT CAR 43+94.38, 43.68' LT BOS 346.08 CAR 44+48.17, 43.65' LT BOS 348.79CAR 43+83.49, 43.70' LT BOS 345.28 CAR 43+83.86, 40.30' LT BOS 345.47 EX 346.91 EX 349.84 CAR 43+83.83, 33.20' LT CAR 43+94.23, 33.18' LT CAR 44+48.29, 33.15' LT CAR 44+68.62, 38.33' LT TOC 345.36 TOC 345.63 TOC 345.93 TOC 348.63 TOC 349.64 CAR 44+40.09, 42.83' LT 5FG 348.37 CAR 44+22.79, 42.77' LT 5FG 347.50 BOS 345.48 TOW 348.55 EX 348.10 TOW 349.39 EX 348.91 EX FL 344.90 MATCH EXISTING CAR 43+88.33, 33.18' LT FL 345.13 FL 345.43 FL 348.13 FL 349.14 CAR 44+40.75, 43.57' LT 2BOS 348.41 TOW 350.07 EX 349.51 EX 345.26 EX 345.47 MATCH EXISTING CAR 43+82.83, 49.71' LT BOS 344.93 EX 344.93 MATCH EXISTING CAR 43+87.12, 49.69' LT BOS 345.04 EX 345.04 MATCH EXISTING CAR 43+88.35, 40.27' LT BOS 345.72 EX 345.71 CAR 44+08.98, 33.07' LT TOC 346.68 FL 346.18 CAR 44+22.25, 33.01' LT TOC 347.36 FL 346.86 TOW 346.00 EX 345.47 STATION 60321 (IB) AMENITIES DESCRIPTION TYPE QTY SHELTER FOUNDATION LARGE - 18'-11" x 5'-2"1 SHELTER LARGE 1 REAR WINDSCREEN 1 LEFT WINDSCREEN 1 RIGHT WINDSCREEN 0 REAR WINDSCREEN WITH LEAN RAIL 1 FLAG 1 FLAG POST 1 ROUTE HOLDER 1 SCHEDULE HOLDER 1 TECH PYLON FOUNDATION 4'-6" x 5'-2"1 TECH PYLON 1 STATION 60321 (IB) AMENITIES STATION 60321 (IB) AMENITIES RTIS 2 ORCA CARD READER 0 RAPIDRIDE MAP CASE 1 TEXT TO SPEECH PLACARD 1 ORCA SIGN 0 PEDESTRIAN LUMINAIRE FOUNDATION 1 PEDESTRIAN LUMINAIRE HARDWIRED 1 CURB PAINT 1 TRASH RECEPTACLE 1 FREESTANDING BENCH 2 BIKE RACK 0 BOLLARD 0 PEDESTRIAN GUARDRAIL 0 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ c h 2 m h i l l _ a v 0 5 9 7 5 3 \ d 0 6 0 1 3 8 9 \ 1 S 1 . 2 0 . d w g | L a y o u t : 1 S 1 . 2 4 PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 5 : 4 2 : 0 1 p m B y A V 0 5 9 7 5 3 XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - T O P O . d w g ; X - A L I G N . d w g ; d m s _ d e l e t e d . X - S H E E T C U T S . d w g ; X - R O W _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; X - P A R C E L - I N F O . d w g ; X - P V _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; X - G R A D _ R E N T O N . d w g ; X - S U R F A C E _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - R D W Y _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - S I G H T - T R I A N G L E S _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R O W _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 5'10' SCALE: 1" = 5' 0' SE CARR RD (CAR-LINE) LOCATION MAP PLAN - STATION 60321 (IB) TIER 1 LOCATION MAP SE CARR RD 10 5 T H P L S E 10 8 T H A V E S E 1 0 6 T H P L BE N S O N D R S RENTON SEGMENT STATION PLAN ID# 60321 1S1.24 281 A. VILLAR C. WILCOX B. MANN 1R1.06 - R-4214281 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214259 EXISTING STATION. MODIFY SIGN TO I LINE STATION SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 AND FOOTING DETAILS TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 AND FOOTING DETAILS PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 F50 SHELTER FOOTING WITH STEM WALL PER DETAIL ON SHEET 1R2.03 F50 SHELTER FOUNDATION PER METRO STD DETAIL D101C CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 1C5.02 SHELTER OR PYLON FOOTING WITH THICKENED EDGE PER DETAIL B ON SHEET 1C5.02 F50 SHELTER FOOTING WITH THICKENED EDGE PER DETAIL C ON SHEET 1C5.02 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02 SHELTER OR PYLON FOOTING WITH INTEGRAL CURB PER DETAIL E ON SHEET 1C5.02 GATE IN PEDESTRIAN GUARDRAIL PER TYPCAL STATION DETAIL D ON SHEET 1S6.02. B31 SHELTER FOOTING PER METRO STD DETAIL D103 STATION NOTES 1 2 3 4 STATION GENERAL NOTES 1.SEE SHEET 1S1.00 FOR STATION GENERAL NOTES AND LEGEND. 5 6 7 9 8 10 11 12 13 14 26+00 SD F 10 . 7 ' 15.0' 5. 2 ' 14.5'25.5' -1 . 0 % -1 . 0 % -1.6% -2.0%-4.9% -4.9% 6. 2 ' 3. 6 ' 5.0' -0.3% -2 . 6 % 8 105TH 26+11.71, 23.67' LT BOS 385.20 105TH 25+71.71, 23.67' LT39 105TH 25+87.11, 23.17' LT END 4 105TH 26+01.22, 23.17' LT BEGIN 4 105TH 25+56.71, 23.17' LT BEGIN4 105TH 26+26.74, 43.47' LT END4 105TH 25+56.71, 23.67' LT BOS 384.14 105TH 25+56.71, 12.50' LT FL 383.53 105TH 26+11.71, 12.50' LT FL 384.60 105TH 26+16.71, 12.50' LT FL 384.84 TOC 385.34 TOC 385.10TOC 384.03 105TH 26+05.14, 23.67' LT 2 9 105TH 25+36.12, 23.83' LT BOS 383.91 105TH 25+36.12, 18.18' LT EX FL 383.29 MATCH EXISTING TOC 383.78 EX 383.91 MATCH EXISTING FG 383.60 FG 383.83 EX 385.09 EX 385.18 BOS 385.08 BOS 384.37 105TH 25+86.21, 23.67' LT29 EX 384.70 105TH 26+26.24, 43.47' LT BOS 384.70 8 105TH 25+86.21, 12.50' LT FL 384.09 TOC 384.59 105TH 25+71.71, 12.50' LT FL 383.76 TOC 384.26 105TH 26+11.58, 23.17' LT 13 105TH 26+17.58, 23.17' LT 13 -2.0% -1.6% -1 . 0 % FG 383.29 EX 384.10 EX 384.36 FG 384.16 FG 384.54 FG 384.67 STATION 60322 (IB) AMENITIES DESCRIPTION TYPE QTY SHELTER FOUNDATION LARGE - 18'-11" x 4'-6"1 SHELTER MEDIUM 1 REAR WINDSCREEN 1 LEFT WINDSCREEN 1 RIGHT WINDSCREEN 0 REAR WINDSCREEN WITH LEAN RAIL 1 FLAG 1 FLAG POST 1 ROUTE HOLDER 1 SCHEDULE HOLDER 1 TECH PYLON FOUNDATION 4'-6" x 4'-6"1 TECH PYLON 1 STATION 60322 (IB) AMENITIES STATION 60322 (IB) AMENITIES RTIS 2 ORCA CARD READER 0 RAPIDRIDE MAP CASE 1 TEXT TO SPEECH PLACARD 1 ORCA SIGN 0 PEDESTRIAN LUMINAIRE FOUNDATION 3 PEDESTRIAN LUMINAIRE HARDWIRED 3 CURB PAINT 1 TRASH RECEPTACLE 1 FREESTANDING BENCH 2 BOLLARD 0 PEDESTRIAN GUARDRAIL 74 LF C: \ p w _ w o r k d i r \ d e n 0 0 3 \ c h 2 m h i l l _ a v 0 5 9 7 5 3 \ d 0 6 0 1 3 8 9 \ 1 S 1 . 2 0 . d w g | L a y o u t : 1 S 1 . 2 5 PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 5 : 4 5 : 3 2 p m B y A V 0 5 9 7 5 3 XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - T O P O . d w g ; X - A L I G N . d w g ; d m s _ d e l e t e d . X - S H E E T C U T S . d w g ; X - R O W _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; X - P A R C E L - I N F O . d w g ; X - P V _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; X - G R A D _ R E N T O N . d w g ; X - S U R F A C E _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - R D W Y _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - S I G H T - T R I A N G L E S _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R O W _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 5'10' SCALE: 1" = 5' 0' SE 180TH ST (105TH-LINE) LOCATION MAP PLAN - STATION 60322 (IB) TIER 2 10 8 T H A V E S E SE 181ST ST SE 180TH ST RENTON SEGMENT STATION PLAN ID# 60322 1S1.25 282 A. VILLAR C. WILCOX B. MANN / K. CRAIG 10 5 T H P L S E 1C6.16 -EXISTING CATCH BASIN TO REMAIN R-4214282 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 EXISTING WATER VALVE TO REMAIN 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214260 EXISTING STATION. MODIFY SIGN TO I LINE STATION SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 AND FOOTING DETAILS TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 AND FOOTING DETAILS PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 F50 SHELTER FOOTING WITH STEM WALL PER DETAIL ON SHEET 1R2.03 F50 SHELTER FOUNDATION PER METRO STD DETAIL D101C CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 1C5.02 SHELTER OR PYLON FOOTING WITH THICKENED EDGE PER DETAIL B ON SHEET 1C5.02 F50 SHELTER FOOTING WITH THICKENED EDGE PER DETAIL C ON SHEET 1C5.02 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02 SHELTER OR PYLON FOOTING WITH INTEGRAL CURB PER DETAIL E ON SHEET 1C5.02 GATE IN PEDESTRIAN GUARDRAIL PER TYPCAL STATION DETAIL D ON SHEET 1S6.02. B31 SHELTER FOOTING PER METRO STD DETAIL D103 STATION NOTES 1 2 3 4 STATION GENERAL NOTES 1.SEE SHEET 1S1.00 FOR STATION GENERAL NOTES AND LEGEND. 5 6 7 9 8 10 11 12 13 14 27+00 SD F 10 . 0 ' 16.5' 5. 5 ' -1 . 5 % -1 . 5 % -1 . 5 % -4.1% 18.9'4.6'15.0'19.4' 3. 0 ' 5. 1 ' -4.1%-2 . 5 % -3.1% 0.8' 10 . 0 ' 105TH 26+40.89, 12.44' RT FL 385.30 105TH 27+15.26, 17.44' RT EX FL 388.18 MATCH EXISTING 105TH 26+95.89, 12.44' RT FL 387.47 TOC 387.97 TOC 388.60 TOC 385.80 105TH 26+60.83, 22.24' RT5FG 386.66 105TH 26+64.39, 22.94' RT2BOS 386.81 EX 386.50 105TH 26+46.14, 22.24' RT5FG 386.11 105TH 26+80.89, 22.98' RT3BOS 387.50 EX 387.22 105TH 26+95.89, 22.94' RT BOS 388.12 EX 387.87 105TH 27+15.26, 23.00' RT BOS 388.73 EX 388.73 MATCH EXISTING 105TH 26+45.46, 22.94' RT2FG 386.10 EX 385.88 105TH 26+40.89, 22.94' RT2BOS 385.94 EX 385.72 105TH 26+64.39, 12.44' RT FL 386.16 TOC 386.66 105TH 26+80.89, 12.44' RT FL 386.85 TOC 387.35 STATION 60323 (OB) AMENITIES DESCRIPTION TYPE QTY SHELTER FOUNDATION LARGE - 18'-11" x 4'-6"1 SHELTER MEDIUM 1 REAR WINDSCREEN 1 LEFT WINDSCREEN 0 RIGHT WINDSCREEN 1 REAR WINDSCREEN WITH LEAN RAIL 1 FLAG 1 FLAG POST 1 ROUTE HOLDER 1 SCHEDULE HOLDER 1 TECH PYLON FOUNDATION 4'-6" x 4'-6"1 TECH PYLON 1 STATION 60323 (OB) AMENITIES STATION 60323 (OB) AMENITIES RTIS 2 ORCA CARD READER 0 RAPIDRIDE MAP CASE 1 TEXT TO SPEECH PLACARD 1 ORCA SIGN 0 PEDESTRIAN LUMINAIRE FOUNDATION 2 PEDESTRIAN LUMINAIRE HARDWIRED 2 CURB PAINT 1 TRASH RECEPTACLE 1 FREESTANDING BENCH 2 BOLLARD 0 PEDESTRIAN GUARDRAIL 0 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ c h 2 m h i l l _ a v 0 5 9 7 5 3 \ d 0 6 0 1 3 8 9 \ 1 S 1 . 2 0 . d w g | L a y o u t : 1 S 1 . 2 6 PL O T T E D : J u n 1 2 , 2 0 2 4 - 0 7 : 3 2 : 0 2 a m B y A V 0 5 9 7 5 3 XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - T O P O . d w g ; X - A L I G N . d w g ; d m s _ d e l e t e d . X - S H E E T C U T S . d w g ; X - R O W _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; X - P A R C E L - I N F O . d w g ; X - P V _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; X - G R A D _ R E N T O N . d w g ; X - S U R F A C E _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - R D W Y _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - S I G H T - T R I A N G L E S _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R O W _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 5'10' SCALE: 1" = 5' 0' SE 180TH ST (105TH-LINE) LOCATION MAP PLAN - STATION 60323 (OB) TIER 2 10 8 T H A V E S E SE 181ST ST SE 180TH ST RENTON SEGMENT STATION PLAN ID# 60323 1S1.26 283 A. VILLAR C. WILCOX B. MANN 10 5 T H P L S E EXISTING CATCH BASIN TO REMAIN 1C6.16 - EXISTING UNDERGROUND TELEPHONE LINE TO REMAIN EXISTING SIGN TO REMAIN EXISTING FENCE TO REMAIN R-4214283 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 TO BE INSTALLED BY OTHERS 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214261 EXISTING STATION. MODIFY SIGN TO I LINE STATION SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 AND FOOTING DETAILS TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 AND FOOTING DETAILS PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 F50 SHELTER FOOTING WITH STEM WALL PER DETAIL ON SHEET 1R2.03 F50 SHELTER FOUNDATION PER METRO STD DETAIL D101C CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 1C5.02 SHELTER OR PYLON FOOTING WITH THICKENED EDGE PER DETAIL B ON SHEET 1C5.02 F50 SHELTER FOOTING WITH THICKENED EDGE PER DETAIL C ON SHEET 1C5.02 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02 SHELTER OR PYLON FOOTING WITH INTEGRAL CURB PER DETAIL E ON SHEET 1C5.02 GATE IN PEDESTRIAN GUARDRAIL PER TYPCAL STATION DETAIL D ON SHEET 1S6.02. B21 SHELTER FOOTING PER METRO STD DETAIL D103 STATION NOTES 1 2 3 4 STATION GENERAL NOTES 1.SEE SHEET 1S1.00 FOR STATION GENERAL NOTES AND LEGEND. 5 6 7 9 8 10 11 12 13 14 31+00 32+00 8. 5 ' 32.5' 5. 0 ' SD UD U D U D UDUDUDUDUDUDUD SD F 16.5' -1 . 5 % -2. 2 % -1 . 5 % -3.1% 7.5' 1. 5 ' 4. 0 ' 108TH 31+48.35, 38.54' RT2BOS 465.69 108TH 31+15.85, 38.54' RT BOS 464.67 108TH 31+11.27, 36.54' RT BOS 464.30 108TH 31+72.31, 48.15' RT BOS 467.02 TOW 465.47 EX 464.58 TOW 467.50 EX 466.69 TOW 467.62 EX 467.14 TOW 468.35 EX 468.54 108TH 31+07.85, 29.54' RT FL 463.79 108TH 31+15.85, 29.54' RT FL 464.04 TOC 463.96 TOC 464.54 108TH 31+71.72, 29.54' RT FL 465.79 TOC 466.29 108TH 31+33.10, 37.81' RT5FG 465.20 108TH 31+47.79, 37.81' RT5FG 465.66 108TH 31+32.42, 38.54' RT2BOS 465.19 TOW 467.56 EX 466.99 108TH 31+48.35, 29.54' RT FL 465.06 TOC 465.56 -3.1% 108TH 31+55.85, 29.54' RT FL 465.30 TOC 465.80 -3.1% 108TH 31+55.85, 38.54' RT3BOS 465.92 TOW 467.64 EX 467.13 108TH 31+57.95, 38.54' RT BOS 465.99 TOW 467.65 EX 467.01 108TH 31+65.86, 48.10' RT BOS 466.61 -0 . 6 % -3 . 4 % TOW 468.94 EX 468.75 -1 . 5 % 18 . 1 ' STATION 57300 (OB) AMENITIES DESCRIPTION TYPE QTY SHELTER FOUNDATION MEDIUM - 15'-11" x 5'-2"1 SHELTER MEDIUM 1 REAR WINDSCREEN 1 LEFT WINDSCREEN 0 RIGHT WINDSCREEN 0 REAR WINDSCREEN WITH LEAN RAIL 1 FLAG 1 FLAG POST 1 ROUTE HOLDER 1 SCHEDULE HOLDER 1 TECH PYLON FOUNDATION 4'-6" x 5'-2"1 TECH PYLON 1 STATION 57300 (OB) AMENITIES STATION 57300 (OB) AMENITIES RTIS 2 ORCA CARD READER 0 RAPIDRIDE MAP CASE 1 TEXT TO SPEECH PLACARD 1 ORCA SIGN 0 PEDESTRIAN LUMINAIRE FOUNDATION 1 PEDESTRIAN LUMINAIRE HARDWIRED 1 CURB PAINT 1 TRASH RECEPTACLE 1 FREESTANDING BENCH 2 BOLLARD 0 PEDESTRIAN GUARDRAIL 0 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ j e g _ l e e n 3 \ d 0 6 0 1 3 8 9 \ 1 S 1 . 2 0 . d w g | L a y o u t : 1 S 1 . 2 7 PL O T T E D : F e b 0 4 , 2 0 2 6 - 0 8 : 5 2 : 0 4 a m B y L E E N 3 XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - T O P O . d w g ; X - A L I G N . d w g ; d m s _ d e l e t e d . X - S H E E T C U T S . d w g ; X - R O W _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; X - P A R C E L - I N F O . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; X - G R A D _ R E N T O N . d w g ; X - S U R F A C E _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - R D W Y _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - S I G H T - T R I A N G L E S _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R O W _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; X - P V _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE MARCH 2025G. FRANCO 1134237 KC001396 473K. CHANG YUEN ISSUE FOR CONSTRUCTION MARCH 2025 5'10' SCALE: 1" = 5' 0' 108TH AVE SE (SR 515) (108TH-LINE) LOCATION MAP PLAN - STATION 57300 (OB) TIER 2 108TH AVE SE SE 1 8 6 T H S T 107TH AVE SE RENTON SEGMENT STATION PLAN ID# 57300 1S1.27 284 A. VILLAR C. WILCOX B. MANN / K. CRAIG 1C9.04 7 1C6.18 - EXISTING POLE TO BE RELOCATED EXISTING WATER LINE TO REMAIN EXISTING FIRE HYDRANT TO REMAIN 1R1.04 - R-4214284 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 EXISTING WATER METER TO REMAIN SE 1 8 6 T H S T 1 DCR #7 - 186TH OB STATION CHANGES NAL AHV 01-30-26 1 DEVELOPMENT ENGINEERING msippo 04/17/2026 02/05/26 R-4214262 EXISTING STATION. MODIFY SIGN TO I LINE STATION SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 AND FOOTING DETAILS TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 AND FOOTING DETAILS PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 F50 SHELTER FOOTING WITH STEM WALL PER DETAIL ON SHEET 1R2.03 F50 SHELTER FOUNDATION PER METRO STD DETAIL D101C CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 1C5.02 SHELTER OR PYLON FOOTING WITH THICKENED EDGE PER DETAIL B ON SHEET 1C5.02 F50 SHELTER FOOTING WITH THICKENED EDGE PER DETAIL C ON SHEET 1C5.02 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02 SHELTER OR PYLON FOOTING WITH INTEGRAL CURB PER DETAIL E ON SHEET 1C5.02 GATE IN PEDESTRIAN GUARDRAIL PER TYPCAL STATION DETAIL D ON SHEET 1S6.02. B31 SHELTER FOOTING PER METRO STD DETAIL D103 STATION NOTES 1 2 3 4 STATION GENERAL NOTES 1.SEE SHEET 1S1.00 FOR STATION GENERAL NOTES AND LEGEND. 5 6 7 9 8 10 11 12 13 14 30+00 5. 0 ' 32.5' 5. 0 ' SD F 10.0' -4 . 0 % -1 . 5 % -1 . 5 % -1 . 5 % -3.5%-3.7%-3.4% -2.4 % -3.8% -2.7 % 7.5'15.0'5.0' 10 . 0 ' 5. 5 ' 3. 0 ' 108TH 29+88.60, 39.99' LT 2BOS 460.30 108TH 29+81.10, 39.99' LT 3BOS 460.02 108TH 29+61.11, 35.00' LT BOS 459.27 108TH 29+66.11, 39.98' LT BOS 459.45 108TH 30+21.10, 40.02' LT BOS 461.43 108TH 30+31.11, 35.03' LT BOS 461.70 108TH 29+66.11, 29.48' LT MATCH EXISTING 108TH 29+61.11, 29.37' LT EX FL 458.57 MATCH EXISTING EX FL 458.75 TOC 459.07 108TH 30+31.11, 29.53' LT FL 461.13 108TH 30+21.12, 29.52' LT FL 460.79 TOC 461.63TOC 461.29 108TH 29+92.17, 39.26' LT 5FG 460.42 108TH 30+06.85, 39.27' LT 5FG 460.93 EX 459.27 MATCH EXISTING EX 459.44 EX 460.37 EX 460.87 108TH 30+07.53, 40.00' LT 2BOS 460.97 EX 462.18 EX 462.85 EX 461.72 108TH 29+88.61, 29.49' LT FL 459.65 TOC 460.15 108TH 29+81.11, 29.49' LT FL 459.37 TOC 459.87 TOC 459.25 STATION 57260 (IB) AMENITIES DESCRIPTION TYPE QTY SHELTER FOUNDATION LARGE - 18'-11" x 4'-6"1 SHELTER MEDIUM 1 REAR WINDSCREEN 1 LEFT WINDSCREEN 0 RIGHT WINDSCREEN 1 REAR WINDSCREEN WITH LEAN RAIL 1 FLAG 1 FLAG POST 1 ROUTE HOLDER 1 SCHEDULE HOLDER 1 TECH PYLON FOUNDATION 4'-6" x 4'-6"1 TECH PYLON 1 STATION 57260 (IB) AMENITIES STATION 57260 (IB) AMENITIES RTIS 2 ORCA CARD READER 0 RAPIDRIDE MAP CASE 1 TEXT TO SPEECH PLACARD 1 ORCA SIGN 0 PEDESTRIAN LUMINAIRE FOUNDATION 2 PEDESTRIAN LUMINAIRE HARDWIRED 2 CURB PAINT 1 TRASH RECEPTACLE 1 FREESTANDING BENCH 1 BOLLARD 0 PEDESTRIAN GUARDRAIL 0 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ c h 2 m h i l l _ a v 0 5 9 7 5 3 \ d 0 6 0 1 3 8 9 \ 1 S 1 . 2 0 . d w g | L a y o u t : 1 S 1 . 2 8 PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 5 : 5 5 : 1 4 p m B y A V 0 5 9 7 5 3 XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - T O P O . d w g ; X - A L I G N . d w g ; d m s _ d e l e t e d . X - S H E E T C U T S . d w g ; X - R O W _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; X - P A R C E L - I N F O . d w g ; X - P V _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; X - G R A D _ R E N T O N . d w g ; X - S U R F A C E _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - R D W Y _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - S I G H T - T R I A N G L E S _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R O W _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 5'10' SCALE: 1" = 5' 0' 108TH AVE SE (SR 515) (108TH-LINE) LOCATION MAP PLAN - STATION 57260 (IB) TIER 2 108TH AVE SE SE 1 8 6 T H S T 107TH AVE SE RENTON SEGMENT STATION PLAN ID# 57260 1S1.28 285 A. VILLAR C. WILCOX B. MANN EXISTING WATER LINE TO REMAIN EXISTING UNDERGROUND TELEPHONE LINE TO REMAIN R-4214285 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214263 O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P OH P OH P OH P OH P OH P OHP OHP OHP OHP 52+00 SD F 10 . 0 ' -1 . 5 % -3.2% -4.1% 5. 1 ' 10.0'5.0'13.0'13.5'28.5'10.0'10.0' -1 . 5 % -3.8 % -2 . 4 % -3.8% -2 . 2 % -4.1% 7.6' 5. 5 ' 3. 0 ' -4.1% 5. 0 ' TOC 466.78 EX FL 466.28 108TH 52+11.27, 29.50' LT TOC 466.15 FL 465.65 108TH 52+86.27, 29.50' LT108TH 52+76.27, 29.50' LT TOC 463.51 FL 463.01 TOC 463.13 EX FL 462.63 108TH 51+96.27, 34.96' LT 108TH 51+96.27, 29.50' LT MATCH EXISTING MATCH EXISTING BOS 466.51 108TH 52+06.27, 40.00' LT BOS 466.89 BOS 463.67 108TH 52+76.27, 40.00' LT BOS 463.27 108TH 52+86.27, 35.14' LT MATCH EXISTING MATCH EXISTING BOS 466.30 108TH 52+11.27, 40.00' LT 108TH 52+24.27, 40.00' LT 3BOS 465.77 108TH 52+37.77, 40.00' LT 2BOS 465.22 108TH 52+38.34, 39.27' LT 5FG 465.19 108TH 52+56.02, 39.27' LT 5FG 464.48 108TH 52+06.27, 29.50' LT TOC 466.36 FL 465.86 EX 466.89 EX 466.81 EX 466.57 EX 466.17 EX 465.51 EX 464.60 EX 463.90 EX 463.27 108TH 52+56.70, 40.00' LT 2BOS 464.46 108TH 52+37.77, 29.50' LT TOC 465.07 FL 464.57108TH 52+24.28, 29.50' LT TOC 465.62 FL 465.12 EXISTING STATION. MODIFY SIGN TO I LINE STATION SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 AND FOOTING DETAILS TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 AND FOOTING DETAILS PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 F50 SHELTER FOOTING WITH STEM WALL PER DETAIL ON SHEET 1R2.03 F50 SHELTER FOUNDATION PER METRO STD DETAIL D101C CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 1C5.02 SHELTER OR PYLON FOOTING WITH THICKENED EDGE PER DETAIL B ON SHEET 1C5.02 F50 SHELTER FOOTING WITH THICKENED EDGE PER DETAIL C ON SHEET 1C5.02 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02 SHELTER OR PYLON FOOTING WITH INTEGRAL CURB PER DETAIL E ON SHEET 1C5.02 GATE IN PEDESTRIAN GUARDRAIL PER TYPCAL STATION DETAIL D ON SHEET 1S6.02. B31 SHELTER FOOTING PER METRO STD DETAIL D103 STATION NOTES 1 2 3 4 STATION GENERAL NOTES 1.SEE SHEET 1S1.00 FOR STATION GENERAL NOTES AND LEGEND. 5 6 7 9 8 10 11 12 13 14 STATION 57250 (IB) AMENITIES DESCRIPTION TYPE QTY SHELTER FOUNDATION LARGE - 18'-11" x 4'-6"1 SHELTER LARGE 1 REAR WINDSCREEN 1 LEFT WINDSCREEN 0 RIGHT WINDSCREEN 1 REAR WINDSCREEN WITH LEAN RAIL 1 FLAG 1 FLAG POST 1 ROUTE HOLDER 1 SCHEDULE HOLDER 1 TECH PYLON FOUNDATION 4'-6" x 4'-6"1 TECH PYLON 1 STATION 57250 (IB) AMENITIES STATION 57250 (IB) AMENITIES RTIS 2 ORCA CARD READER 0 RAPIDRIDE MAP CASE 1 TEXT TO SPEECH PLACARD 1 ORCA SIGN 0 PEDESTRIAN LUMINAIRE FOUNDATION 2 PEDESTRIAN LUMINAIRE HARDWIRED 2 CURB PAINT 1 TRASH RECEPTACLE 1 FREESTANDING BENCH 2 BIKE RACK 0 BOLLARD 0 PEDESTRIAN GUARDRAIL 0 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ c h 2 m h i l l _ a v 0 5 9 7 5 3 \ d 0 6 0 1 3 8 9 \ 1 S 1 . 2 0 . d w g | L a y o u t : 1 S 1 . 2 9 PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 5 : 5 8 : 5 1 p m B y A V 0 5 9 7 5 3 XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - T O P O . d w g ; X - A L I G N . d w g ; d m s _ d e l e t e d . X - S H E E T C U T S . d w g ; X - R O W _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; X - P A R C E L - I N F O . d w g ; X - P V _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; X - G R A D _ R E N T O N . d w g ; X - S U R F A C E _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - R D W Y _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - S I G H T - T R I A N G L E S _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R O W _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 108TH AVE SE (SR 515) 5'10' SCALE: 1" = 5' 0' (108TH-LINE) LOCATION MAP PLAN - STATION 57250 (IB) TIER 1 108TH AVE SE SE 1 9 2 N D S T 107TH AVE SE RENTON SEGMENT STATION PLAN ID# 57250 1S1.29 286 A. VILLAR C. WILCOX B. MANN EXISTING STORM DRAIN TO REMAIN EXISTING LIGHT POLE TO REMAIN EXISTING CATCH BASIN TO REMAIN R-4214286 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 TO BE INSTALLED BY OTHERS 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214264 GENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.TYPICAL LAYOUTS ARE REPRESENTED ON THIS SHEET. SEE SPECIFIC PLATFORM PLANS FOR LAYOUT VARIATION. 3.RAILINGS MAY NOT BE INSTALLED AT ALL ZONES. SEE SPECIFIC PLATFORM PLANS FOR LOCATIONS AND TYPES OF RAILINGS. 4.ALL BUS STATION AMENITIES SHALL BE MINIMUM 1'-0" CLEAR FROM THE BACK OF PLATFORM. 5.BIKE RACKS SHALL BE MINIMUM 2'-0" CLEAR FROM BACK OF SIDEWALK, WHERE OCCURS PER PLAN. DIRECTION OF TRAVEL 1' 10'x10' CLEAR ADA FRONT DOOR BOARDING AREA COMBINATION SOLAR LIGHT / BUS ZONE FLAG SIGN TO BE INSTALLED BY OWNER CONTINUOUS PAINTED CURB ALONG BUS ZONE ACCESSIBLE WAITING AREA (2'-6" x 4') SEE CIVIL DRAWINGS FOR PAVING 1' F R O M B A C K OF P L A T F O R M TO B A C K O F AM E N I T I E S , T Y P 3' 10 ' M I N 6" C U R B DIRECTION OF TRAVEL DIRECTION OF TRAVEL 3' 10 ' M I N 1' 1' 10'x10' CLR ADA FRONT DOOR BOARDING AREA BUS ZONE FLAG SIGN TO BE INSTALLED BY OWNER BICYCLE RACK TECH PYLON, SEE SHEET FSI-105-00-003/02 IN TECH PYLON DWG PACKAGE CONTINUOUS PAINTED CURB ALONG BUS ZONE ACCESSIBLE WAITING AREA (2'-6" x 4') POWER PEDESTAL, SEE ELECTRICAL DWGS LARGE RAPIDRIDE SHELTER 2, SEE SHEET FSI-105-00-004/001 IN RAPIDRIDE 2 KIT OF PARTS DWG PACKAGE HARD-WIRED PEDESTRIAN LUMINAIRE, TYP, SEE LIGHTING DWGS TRASH RECEPTACLE BENCH WITH BACKREST, TYP 10'x10' CLR ADA FRONT DOOR BOARDING AREA BUS ZONE FLAG SIGN TO BE INSTALLED BY OWNER TECH PYLON SEE SHEET FSI-105-00-003/02 IN TECH PYLON DWG PACKAGE CONTINUOUS PAINTED CURB ALONG BUS ZONE ACCESSIBLE WAITING AREA (2'-6" x 4') POWER PEDESTAL, SEE ELECTRICAL DWGS MEDIUM RAPIDRIDE SHELTER RR2, SEE SHEET FSI-105-00-006/001 IN RAPIDRIDE 2 KIT OF PARTS DWG PACKAGE HARD-WIRED PEDESTRIAN LUMINAIRE, TYP, SEE LIGHTING DWGS TRASH RECEPTACLE BENCH WITH BACKREST, TYP 6" C U R B 1' F R O M B A C K OF P L A T F O R M TO B A C K O F AM E N I T I E S , T Y P 2' F R O M B A C K OF P L A T F O R M TO B I K E RA C K , T Y P SEE CIVIL DWGS FOR PAVING DETAILS ADJACENT TO STATION PLATFORM SEE CIVIL DWGS FOR PAVING DETAILS ADJACENT TO STATION PLATFORM LARGE RAPIDRIDE SHELTER RR2 WINDSCREEN MEDIUM RAPIDRIDE SHELTER RR2 WINDSCREEN SEE CIVIL DWGS FOR PAVING SEE CIVIL DWGS FOR PAVING 6'-0" 3' 10 ' M I N 6" C U R B 1' F R O M B A C K OF P L A T F O R M TO B A C K O F AM E N I T I E S , T Y P 5'-0" CLR 5'-0" CLR HARD-WIRED PEDESTRIAN LUMINAIRE, TYP, SEE LIGHTING DWGS BICYCLE RACK HARD-WIRED PEDESTRIAN LUMINAIRE, TYP, SEE LIGHTING DWGS 4'-0" MIN 4'-0" MIN CL CLCL CL BENCH WITH ARMREST, TYP BENCH WITH ARMREST, TYP TRASH RECEPTACLE RAPIDRIDE F50 SHELTER BENCH WITH BACKREST, TYP RENTON SEGMENT TYPICAL STATION LAYOUTS 1S3.01 287 J. VONG J. BAKKE D. KOONTS C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ k s 0 8 3 5 1 3 \ d 0 6 0 1 3 8 9 \ 1 S 3 . 0 1 . d w g | L a y o u t : 1 S 3 . 0 1 PL O T T E D : M a y 1 0 , 2 0 2 4 - 0 3 : 1 9 : 2 0 p m B y K S w e e n e y XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN STA T E O F WASHIN G T O N L I C E N S E D LANDSCAPE A R C HITECT M E R IT OVIIR N O . 1396 EX P.0 3 /2 0 25 AD-READY SUBMITTAL SCALE: I LINE RAPIDRIDE STANDARD STATION STATION TIER 2 NTS SCALE: I LINE RAPIDRIDE STANDARD STATION STATION TIER 1 NTS SCALE: I LINE RAPIDRIDE STANDARD STATION STATION TIER 3 NTS A 1S 5 . 0 1 A 1S 5 . 0 1 A / 1S4.01 B / 1S4.01 C / 1S4.01 1S6.01 E 1S6.01 D 1S6.01 A 1S6.01 D 1S6.01 A 1S6.01 A B 1S 5 . 0 1 B 1S 5 . 0 1 1S6.01 B 1S6.01 B 1S6.01 D R-4214287 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214265 BENCH WITH BACKREST, TYP COMBINATION SOLAR LIGHT / BUS ZONE FLAG SIGN TO BE INSTALLED BY OWNER 55' STATION PLATFORM MEET AND MATCH EXISTING ADJACENT PAVING 55' STATION PLATFORM BICYCLE RACK, TYP BENCH WITH BACKREST, TYP TECH PYLON, SEE SHEET FSI-105-00-003/02 IN TECH PYLON DWG PACKAGE HARD-WIRED PEDESTRIAN LUMINAIRE, TYP, SEE LIGHTING DWGS BUS ZONE FLAG SIGN TO BE INSTALLED BY OWNER TRASH RECEPTACLE 108th ave se 55' STATION PLATFORM 108th ave se 30" CLR 30" CLR TRASH RECEPTACLE 37'-3" 29'-4" 29'-4" 37'-3" CL COLUMN CL COLUMN MEET AND MATCH EX ADJACENT PAVING LARGE RAPIDRIDE SHELTER RR2, SEE SHEET FSI-105-00-004/001 IN RAPIDRIDE 2 KIT OF PARTS DWG PACKAGE HARD-WIRED PEDESTRIAN LUMINAIRE, TYP, SEE LIGHTING DWGS POWER PEDESTAL, SEE ELECTRICAL DWGS MEDIUM RAPIDRIDE SHELTER RR2, SEE SHEET FSI-105-00-006/001 IN RAPIDRIDE 2 KIT OF PARTS DWG PACKAGE BUS ZONE FLAG SIGN TO BE INSTALLED BY OWNER HARD-WIRED PEDESTRIAN LUMINAIRE, TYP, SEE LIGHTING DWGS MEET AND MATCH EX ADJACENT PAVING BENCH WITH BACKREST, TYP TECH PYLON, SEE SHEET FSI-105-00-003/02 IN TECH PYLON DWG PACKAGE HARD-WIRED PEDESTRIAN LUMINAIRE, TYP, SEE LIGHTING DWGS CL BICYCLE RACK CL BICYCLE RACKCL BICYCLE RACK 4'-0" MIN 4'-0" MIN 6'-0" BENCH WITH ARMREST, TYP TRASH RECEPTACLE RAPIDRIDE F50 SHELTER POWER PEDESTAL, SEE ELECTRICAL DWGS BENCH WITH ARMREST, TYP C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ k s 0 8 3 5 1 3 \ d 0 6 0 1 3 8 9 \ 1 S 4 . 0 1 . d w g | L a y o u t : 1 S 4 . 0 1 PL O T T E D : M a y 1 0 , 2 0 2 4 - 0 3 : 2 4 : 0 3 p m B y K S w e e n e y XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN STA T E O F WASHIN G T O N L I C E N S E D LANDSCAPE A R C HITECT M E R IT OVIIR N O . 1396 EX P.0 3 /2 0 25 AD-READY SUBMITTAL RENTON SEGMENT TYPICAL STATION ELEVATIONS 1S4.01 288 J. VONG J. BAKKE D. KOONTS 1S6.01 E 1S6.01 D SCALE: I LINE RAPIDRIDE TYPICAL TIER 1 STATION ELEVATION 1" = 10'-0" A 1S4.01 SCALE: I LINE RAPIDRIDE TYPICAL TIER 2 STATION ELEVATION 1" = 10'-0" B 1S4.01 1S6.01 A SCALE: I LINE RAPIDRIDE TYPICAL TIER 3 STATION ELEVATION 1" = 10'-0" C 1S4.01 1S6.01 A 1S6.01 D 1S6.01 A 1S6.01 B 1S6.01 D 1S6.01 B R-4214288 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214266 LANDSCAPE AREA, SEE CIVIL DWGS FOR NON TYPICAL BACK OF STATION CONDITIONS 10' MIN CURB SEE CIVIL DWGS CONC PAVING, SEE CIVIL DWGS LEFT OR RIGHT WINDSCREEN WHERE OCCURS, SEE STATION PLANS SHELTER FOUNDATION, SEE SHEET S2.11 IN RAPIDRIDE 2 KIT OF PARTS STRUCTURAL DWGS 1'-5-1/2" PER STRUCTURAL DWGS COLUMN 1'-0" CL FINISH GRADE BACK ZONE OR SIDEWALK FLUSH RAPIDRIDE SHELTER RR2; FOR TIER 1, SEE SHEET FSI-105-00-004/001; FOR TIER 2, SEE FSI-105-00-006/001 IN RAPIDRIDE 2 KIT OF PARTS DWG PACKAGE 3' - 6 " 4" OC TYP SEE STATION PLANS FOR RAILING LENGTH AND LOCATION NOTES: 1.RAILING - TOP AND BOTTOM RAILS TO MATCH SLOPE OF SITE AT EACH LOCATION; POSTS AND PICKETS TO BE VERTICAL. 2.ALL STEEL SHALL BE GALVANIZED. ANY WELDING OR REPAIR IN THE FIELD SHALL BE PAINTED WITH ZINC RICH GALVANIZING REPAIR PAINT CONFORMING TO FEDERAL SPECIFICATION MIL-P-21035B AND IN ACCORDANCE WITH MOST CURRENT WSDOT STANDARD SPECIFICATIONS. 3.SEE DETAIL B/1S6.02 AND C/1S6.02 FOR RAILING PLAN WHERE RAILING IS INSTALLED WITH ANGLED CORNERS PER STATION PLANS. 4.SEE DETAIL A/1S6.02 FOR PEDESTRIAN GUARDRAIL WHEN OCCURS AT SHELTERS. CL EQ 3'-6" MAX, TYP CL HSS 3X2X1/4 TOP RAIL, TYP, WELD TO POSTS HSS 1/2 X 2 ASTM A36 STEEL PLATE INFILL PICKETS, WELD TO TOP AND BOTTOM RAILS 4" M A X HSS 3X2X1/4 BOTTOM RAIL, TYP, WELD TO POSTS HSS 3X2X1/4 INTERMEDIARY POST, TYP CLCL WELD HSS TOP RAIL WITH MITRE JOINT TO HSS END POST 1/4" DIA AIR PRESSURE RELEASE HOLE CENTERED UNDERNEATH TOP RAIL; PROVIDE ONE HOLE SPACED 1" FROM EDGE OF EACH INTERMEDIARY POST, TYP WHERE LENGTHS OF GUARDRAIL NEED TO BE JOINED, WELD ENDS OF TOP RAIL, ABOVE POSTS, AND CENTER JOINT ABOVE CENTERLINE OF INTERMEDIARY POSTS; TOP RAIL TO APPEAR CONTINUOUS HSS END POST EXPANSION ANCHOR, TYP NOTES: 1.ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE LATEST WSDOT STANDARD SPECS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. 2.STRUCTURAL STEEL BASE PLATES SHALL BE IN ACCORDANCE WITH ASTM A36 WITH A MIN YIELD STRENGTH OF 36,000 PSI. 3.ALL WELDING SHALL BE DONE IN ACCORDANCE WITH THE LATEST AWS STANDARDS. 4.USE LOW HYDROGEN E70XX ELECTRODES FOR ALL WELDING. 5.MIN DESIGN BOLT LOAD PER ANCHOR BOLT = 3,250 LBS TENSION. 6.HORIZONTAL SHEAR IS LESS THAN 250 LBS PER BOLT AND MAY BE NEGLECTED. 7.SPECIAL INSPECTION IN ACCORDANCE WITH IBC SECTION 1701 IS REQUIRED FOR THE SUPPLY AND THE INSTALLATION INSPECTION FOR ALL ANCHOR BOLTS. 8.ALL DRILLED IN PLACE ANCHOR BOLTS SHALL BE PROVIDED BY HILTI OR APPROVED EQUIVALENT. 9.SUBSTITUTIONS SHALL TAKE INTO ACCOUNT DISTANCE BETWEEN BOLTS IN THE BASE PLATE, THEIR EMBEDMENT IN THE CONCRETE AND EDGE DISTANCE TO ATTAIN THIS MIN BOLT LOAD. 10.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE PROJECT REPRESENTATIVE FOR REVIEW PRIOR TO INSTALLATION. 11.SEE DETAIL C/1S5.01 FOR BASE PLATE LOCATION ADJACENT TO SHELTER COLUMN. CLBACK OF ZONE OR SIDEWALK BASE PLATE THICKENED SLAB EDGE OR WALL FOUNDATION - SEE CIVIL PLANS FOR LIMITS AND STRUCTURAL PLANS FOR DETAILS CL 6" 1"4"1" 6" 1" 4" 1" HSS3X2X1/4 POST BASE PLATE; PL 1/2" ASTM A36 9/16" HOLE; 1/2" TYPE 304 SS EXPANSION ANCHOR WITH 4" EMBEDMENT, TYP RAILING BASE PLATE WELD POST TO BASE PLATE SHELTER COLUMN 1/2" DIA HOLE EXPANSION ANCHOR, TYP TECH PYLON, SEE SHEET FSI-105-00-003/02 IN TECH PYLON DWG PACKAGE LANDSCAPE AREA, SEE CIVIL DWGS FOR NON TYPICAL BACK OF STATION CONDITIONS 10' MIN CURB SEE CIVIL DWGS 1'-11" PER STRUCTURAL DWGS TECH PYLON FOUNDATION, SEE SHEET S3.01 IN RAPIDRIDE 2 KIT OF PARTS STRUCTURAL DWGS CONC PAVING, SEE CIVIL DWGS FLUSH COLUMN CL - F 3' - 6 " HSS3x2x1/4 STEEL TOP RAIL, ASTM 500, GR B. WELD TO POSTS, TYP BASE PLATE 4" M A X HSS3x2x1/4 STEEL BOTTOM RAIL, ASTM 500, GR B. WELD TO POSTS, TYP HSS1/2 X 2 ASTM A36 STEEL PLATE INFILL PICKETS EXPANSION ANCHOR, TYP SHELTER COLUMN ALIGN FACE OF RAILING POST WITH FACE OF COLUMN BACK OF PLATFORM RAILING BASE PLATERAILING, ABOVE 4" M A X C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ k s 0 8 3 5 1 3 \ d 0 6 0 1 3 8 9 \ 1 S 5 . 0 1 . d w g | L a y o u t : 1 S 5 . 0 1 PL O T T E D : M a y 1 0 , 2 0 2 4 - 0 3 : 2 7 : 4 6 p m B y K S w e e n e y XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN STA T E O F WASHIN G T O N L I C E N S E D LANDSCAPE A R C HITECT M E R IT OVIIR N O . 1396 EX P.0 3 /2 0 25 AD-READY SUBMITTAL RENTON SEGMENT TYPICAL STATION SECTIONS 1S5.01 289 J. VONG J. BAKKE D. KOONTS SCALE: PEDESTRIAN GUARDRAIL DETAIL NTS D 1S5.01 SCALE: PEDESTRIAN GUARDRAIL ATTACHMENT DETAIL NTS F 1S5.01 SCALE: I LINE RAPIDRIDE TYPICAL SHELTER SECTION SECTION 3/8" = 1'-0" A 1S5.01 SCALE: I LINE RAPIDRIDE TYPICAL TECH PYLON SECTION SECTION 3/8" = 1'-0" B 1S5.01 SCALE: PEDESTRIAN GUARDRAIL SECTION DETAIL NTS E 1S5.01 SCALE: PEDESTRIAN GUARDRAIL DETAIL DETAIL NTS C 1S5.01 E R-4214289 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214267 - C - C PLAN BASE COURSE, SEE CIVIL 4" THICK CONCRETE PAVING PER CIVIL DWGS NOTES: 1.LOCATE BENCHES AS SHOWN IN PLANS, FIELD VERIFY WITH PROJECT REP PRIOR TO INSTALLATION. 2.INSTALL BENCH LEVEL, PROVIDE SHIMS AS REQUIRED. SUBGRADE, SEE CIVIL SECTION ELEVATION 1' - 6 " 1'-0" CLR 1' - 6 " 4'-0" EDGE OF CONCRETE PAVING BACK OF BENCH FRONT OF BENCH EDGE OF CONCRETE PAVING 1' - 0 " C L R 4'-0" BENCH WITH BACKREST, SEE SPECS - C - C 4' - 8 " 4' - 8 " SECTIONSECTION FINISH GRADE OF ADJACENT CONC PAVING, SEE CIVIL DWGS BASE COURSE, SEE CIVIL DWGS NOTE: 1.INSTALL TRASH RECEPTACLE ENCLOSURE LEVEL, USE SHIMS AS REQUIRED. 2'-7"1'-0", CLR TRASH RECEPTACLE TRASH RECEPTACLE TRASH RECEPTACLE OPENING TO FACE STREET 2'-6" STREET BACK OF SIDEWALK CL EDGE OF CONCRETE PAVING 4" THICK CONCRETE PAVING PER CIVIL DWGS SECTION MI N 2 " EM B E D M E N T HOLE DIA TO FIT BOLT DIA PER MFRS INSTRUCTIONS; HOLE DEPTH TO BE 1/4" DEEPER THAN END OF BOLT WEDGE ANCHOR BOLT; SIZED TO FIT HOLE IN MFRS MOUNTING PLATE CONC PAVING - SEE CIVIL DWGS SS TRI-GROOVE NUT; TAMPER RESISTANT ROUND GASKET, NEOPRENE OR APPROVED EQ; SIZE TO MATCH WASHER SS WASHER, DIA SIZED TO BE 1/4" LARGER THAN TRI-GROOVE NUT SITE FURNISHING MOUNTING PLATE WITH HOLE PER MFR CUT TOP OF BOLT SO THAT NO MORE THAN 2 THREADS ARE EXPOSED; MAINTAIN CONSISTENT HT FOR ALL BOLTS ON PROJECT - C - C PLAN BASE COURSE, SEE CIVIL 4" THICK CONCRETE PAVING PER CIVIL DWGS NOTES: 1.LOCATE BENCHES AS SHOWN IN PLANS, FIELD VERIFY WITH PROJECT REP PRIOR TO INSTALLATION. 2.INSTALL BENCH LEVEL, PROVIDE SHIMS AS REQUIRED. 3.SEE DETAIL B/ 2S6.02 FOR LOCATION OF BENCH WITH ARMREST WHEN OCCURS WITHIN RAPIDRIDE SHELTER SUBGRADE, SEE CIVIL SECTION ELEVATION 1' - 6 " 1'-0" CLR 1' - 6 " 4'-0" 4'-0" EDGE OF CONCRETE PAVING BACK OF BENCH FRONT OF BENCH EDGE OF CONCRETE PAVING 1' - 0 " C L R BENCH WITH ARMREST, SEE SPECS - C - C ELEVATION SECTION 4" THICK CONCRETE PAVING PER CIVIL DWGS BICYCLE RACK NOTE: 1.FIELD VERIFY SITE FURNISHING LOCATIONS WITH PROJECT REP PRIOR TO INSTALLATION. 2'-21 2" PLAN CONC PAVING, SEE CIVIL DWGS EDGE OF CONC PAVING, SEE CIVIL 2' - 0 " , TY P 6'-0", TYP 4'-0" MIN TYP WALL, CURB, OR OTHER VERTICAL OBSTRUCTION BI C Y C L E RA C K BICYCLE RACK BICYCLE RACK CL CL CL 10 " CANE DETECTABLE CROSS TUBE C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ k s 0 8 3 5 1 3 \ d 0 6 0 1 3 8 9 \ 1 S 6 . 0 1 . d w g | L a y o u t : 1 S 6 . 0 1 PL O T T E D : M a y 1 0 , 2 0 2 4 - 0 3 : 4 6 : 4 6 p m B y K S w e e n e y XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN STA T E O F WASHIN G T O N L I C E N S E D LANDSCAPE A R C HITECT M E R IT OVIIR N O . 1396 EX P.0 3 /2 0 25 AD-READY SUBMITTAL RENTON SEGMENT TYPICAL STATION DETAILS 1S6.01 290 J. VONG J. BAKKE D. KOONTS SCALE: I LINE RAPIDRIDE BENCH WITH BACKREST DETAIL NTS A 1S6.01 SCALE: I LINE RAPIDRIDE TRASH RECEPTACLE DETAIL NTS D 1S6.01 SCALE: I LINE RAPIDRIDE BIKE RACK SURFACE MOUNT DETAIL NTS E 1S6.01 SCALE: I LINE RAPIDRIDE SURFACE MOUNT DETAIL NTS C 1S6.01 SCALE: I LINE RAPIDRIDE BENCH WITH ARMREST DETAIL NTS B 1S6.01 R-4214290 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214268 PEDESTRIAN GUARDRAIL BACK OF ZONE OR SIDEWALK CURB LINE/FRONT OF ZONE SHELTER LEANING RAIL RAPIDRIDE SHELTER RR2, SEE SHEET FSI-105-00-004/001 IN RAPIDRIDE 2 KIT OF PARTS DWG PACKAGE 1' - 0 " 4" M A X PLANTIG AREA, SEE PLANTING PLANS STATION BENCH WITH ARMREST 2" 2" PLAN 1S6.01 B 1S5.01 D 1S5.01 C 1S5.01 D 4" OC TYP 8"4" OC TYP RAILING BASE PLATE WELD ENDS OF THE TOP & BOTTOM RAILS WITH A MITRE JOINT; TOP RAILS TO APPEAR CONTINUOUS CLCLCL CL CL 4" OC TYP RAILING POST, TYP CL EDGE OF TOP AND BOTTOM RAILS, TYP STEEL PLATE INFILL PICKET, TYP 4" O C TY P 8" BEGIN PICKET SPACING RAILING BASE PLATE 4" OC TYP6" 6" BEGIN P I C K E T SPACIN G WELD ENDS OF THE TOP RAIL; TOP RAIL TO APPEAR CONTINUOUS 4" OC TYP CLCLCL CL CL STEEL PLATE INFILL PICKET, TYP 4" OC TYP 4" OC TYP RAILING POST, TYP CL4" OC TYP RAILING TOP RAIL, ABOVE SEE NOTE 1 NOTE: 1.ANGLE OF PEDESTRIAN GUARDRAIL TO MATCH PAVING, CURB, OR WALL BELOW. VERIFY IN THE FIELD ANGLE OF PAVING, CURB, OR WALL PRIOR TO SUBMITTING SHOP DRAWINGS FOR PEDESTRIAN GUARDRAIL. INCLUDE ANGLE OF PEDESTRIAN GUARDRAIL ON SHOP DRAWINGS. GRAVITY GATE LATCH, WELD TO GATE FRAME 1 1/2" 2'-10" 1" 2'-10" 1 1/2" HSS 3X2X1/4 GATE FRAME HSS 1/2 X 2 ASTM A36 STEEL PLATE INFILL PICKETS, WELD TO GATE FRAME 7" LONG HEAVY-DUTY BARREL HINGE, WELD TO PEDESTRIAN GUARDRAIL POST AND GATE FRAME, PROVIDE (2) EACH SIDE 3' - 6 " 4" M A X 6'-0" 4" T Y P WELD HSS GATE FRAME WITH MITRE JOINTS 3' - 0 " 4" OC TYP CLCLL PLAN DIRECTION OF GATE SWING BA C K O F SI D E W A L K SI D E W A L K 1S5.01 D 1/2" DIAMETER 24" LONG GALVANIZED STEEL CANE BOLT DROP-ROD WITH BLACK POWDER COAT FINISH ELEVATION PROVIDE 3/4" DIAMETER DRILLED HOLE THROUGH CONCRETE TO RECEIVE CANE BOLT ATTACH TWO CANE BOLT MOUNTING GUIDES TO GATE FRAME PER MANUFACTURER'S REQUIREMENTS C: \ p w _ w o r k d i r \ d e n 0 0 3 \ j e g _ e x - n o w a c z s \ d 0 6 0 1 3 8 9 \ 1 S 6 . 0 1 . d w g | L a y o u t : 1 S 6 . 0 2 PL O T T E D : M a y 3 1 , 2 0 2 4 - 0 3 : 4 9 : 5 9 p m B y s n o w a c z y k XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN STA T E O F WASHIN G T O N L I C E N S E D LANDSCAPE A R C HITECT M E R IT OVIIR N O . 1396 EX P.0 3 /2 0 25 AD-READY SUBMITTAL RENTON SEGMENT TYPICAL STATION DETAILS 1S6.02 291 J. VONG J. BAKKE D. KOONTS SCALE: PEDESTRIAN GUARDRAIL PLAN AT 90 DEGREE ANGLED CORNERS DETAIL NTS C 1S6.02 SCALE: FURNISHINGS LAYOUT AT STATION AREA DETAIL NTS A 1S6.02 SCALE: PEDESTRIAN GUARDRAIL PLAN AT ANGLED CORNERS DETAIL NTS B 1S6.02 R-4214291 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 SCALE: PEDESTRIAN GUARDRAIL GATE DETAIL NTS D 1S6.02 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214269 D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 E 1 . 0 1 . d w g | L a y o u t : 1 E 1 . 0 0 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 1 : 0 9 : 4 2 p m B y a a r o n k XR E F S : X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - T O P O . d w g ; X - L E G E N D . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - R O W _ P R O P . d w g ; X - E L _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - P V _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - A L I G N . d w g ; X - U T _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT ELECTRICAL SITE GENERAL NOTES 1E1.00 292 A. KING S. XIA X. ZHANG ELECTRICAL GENERAL NOTES 1.ALL TRANSPORTATION INFRASTRUCTURE FEATURES ARE TO BE MAINTAINED ON LEVEL GRADE IF THE SURFACE LEVEL FROM CONSTRUCTION IS CHANGED (I. E. JUNCTION BOXES, LUMINAIRE POLES, TRAFFIC SIGNAL POLES, SIGN POSTS). 2.ALL OTHER CONSTRUCTION INFRASTRUCTURE SHALL BE PROVIDED TO BE ON LEVEL GRADE ONCE CONSTRUCTION IS COMPLETE. 3.ALL EXISTING OR PROPOSED TRANSPORTATION FEATURES WITHIN THE PROJECT CONSTRUCTION LIMITS SHALL MEET CURRENT ADA STANDARDS (I. E. JUNCTION BOXES SHALL HAVE NON-SKID LIDS). 4.ALL TRANSPORTATION ASSETS THAT ARE TO BE REMOVED AND THEN REINSTALLED AT A LATER DATE DURING CONSTRUCTION SHALL BE REINSTALLED TO CURRENT STANDARDS. 5.SIGNAL POLE, LUMINAIRE, AND CABINET FOUNDATIONS SHALL BE CLASS 4000P CONCRETE. 6.ALL TRAFFIC SIGNAL SYSTEMS, ILLUMINATION SYSTEMS, OR OTHER ELECTRICAL TRANSPORTATION SYSTEMS ARE SUBJECT TO INSPECTION BY CITY OF RENTON TRANSPORTATION OPERATIONS MAINTENANCE DEPARTMENT PRIOR TO FINAL ACCEPTANCE. CONTRACTOR TO COORDINATE INSPECTION WITH THE TRANSPORTATION OPERATIONS MAINTENANCE MANAGER OR OTHER TRANSPORTATION OPERATIONS MAINTENANCE REPRESENTATIVE. 7.MINIMUM GROUND WIRE SIZE SHALL BE # 8. IF CURRENT CARRYING CONDUCTORS ARE LARGER THAN # 8, THE MINIMUM GROUND WIRE SIZE SHALL MATCH THE LARGEST WIRE SIZE OF THE CURRENT CARRYING CONDUCTORS. 8.EQUIPMENT GROUND WIRE AND BARE WIRE SHALL BE SECURELY FASTENED TO THE GROUND LUG INSIDE THE POLE HANDHOLD. ALL BONDING AND GROUNDING CONNECTIONS SHALL REMAIN ACCESSIBLE FOR INSPECTION AND MAINTENANCE. 9.THE CONSTRUCTION PLANS DO NOT SHOW ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL INVESTIGATE UTILITIES PRIOR TO ANY FOUNDATION EXCAVATION AND CONDUIT TRENCHING TO AVOID DAMAGE TO ANY UNDERGROUND UTILITIES. HAND DIGGING MAY BE REQUIRED IN AREAS WHERE EXISTING UNDERGROUND UTILITIES CONFLICT WITH POLE FOUNDATION INSTALLATION. ALL EXISTING UTILITIES SHALL BE LOCATED, AND MARKED IN THE FIELD BEFORE PERFORMING ANY UNDERGROUND WORK. CARE SHALL BE EXERCISED WHEN EXCAVATING, TRENCHING, OR BORING NEAR ANY EXISTING UTILITIES. UTILITY COMPANIES SHALL BE CONTACTED THROUGH THE ENGINEER IF PROPOSED CONSTRUCTION CONFLICTS WITH ANY EXISTING UTILITIES. ALL EXISTING UTILITY INFRASTRUCTURE TO BE PROTECTED AT ALL TIMES THROUGHOUT CONSTRUCTION. 10.ALL CONDUIT ROUTES SHOWN IN PLANS ARE TO BE FIELD VERIFIED. CONDUIT ROUTES ARE SHOWN SCHEMATICALLY. 11.INSTALLATIONS SHALL CONFORM TO ALL APPLICABLE CODES AND SPECIFICATIONS. 12.ALL NEW CONDUIT INSTALLED UNDERGROUND SHALL HAVE A MINIMUM COVER OF 24 INCHES. 13.PLACE 6" WIDE WARNING TAPE 12 INCHES BELOW GRADE OVER ALL METRO CONDUIT RUNS. TAPE SHALL BE MAGNATEC, OR PRODUCT EQUIVALENT IN MATERIAL TYPE, SIZE, STYLE AND DURABILITY, SUITABLE FOR THIS SPECIFIED APPLICATION. 14.EPOXY ALL CONDUIT JOINTS TO ENSURE WATER CANNOT ENTER THE CONDUIT THROUGH THE CONNECTION. DO NOT EPOXY THE REMOVABLE PLUG. 15.COORDINATE THE REQUIREMENTS OF THIS WORK WITH THE RELATED WORK OF OTHER TRADES, INCLUDE CONCRETE FORMING AND POURING. 16.THE CONTRACTOR SHALL PLACE A GROUNDING ROD IN EACH HANDHOLE IN ACCORDANCE WITH NEC 250.53 (A)(4) AND 250.66 (A) AND INSTALL A BELL END OR BONDING BUSHING ON THE CONDUIT. THE CONTRACTOR SHALL BOND ALL METAL PARTS OF THE HANDHOLE TO THE GROUND ROD, PROVIDE SUFFICIENT SLACK IN GROUNDING THE LID TO ALLOW REMOVAL. 17.ALL ELBOWS MUST BE GRC AND WRAPPED WITH 2 LAYERS OF ANTI-CORROSION TAPE OR PAINTED. ALL PVC MUST BE SCHEDULE 80 PVC. 18.METRO SHELTER WIRES ARE NOT ALLOWED TO BE SPLICED. GROUNDING SHALL BE BONDED TO REBAR, SHELTERS, AND POLES. CONSTRUCTION NOTES TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA BY BORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. PROVIDE AND INSTALL 60A, 120V METRO NON-METERED ELECTRICAL SERVICE PEDESTAL. SEE 1E2.01 FOR MOUNTING AND FOUNDATION DETAIL. THE FRONT DOOR OF THE CABINET SHALL BE ORIENTED AS SHOWN BY "F" ON THE PLANS. PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. LABEL JUNCTION BOX "METRO". SERVICE POINT. COORDINATE WITH PSE ELECTRICAL SERVICE REPRESENTATIVE FOR CONNECTION TO THE SECONDARY SERVICE JUNCTION BOX (SR# TO BE ISSUED AT A LATER DATE). SERVICE POINT. COORDINATE WITH PSE ELECTRICAL SERVICE REPRESENTATIVE FOR SERVICE CONNECTION (SR# TO BE ISSUED AT A LATER DATE). 1 3 4 5 6 2 T-4214292 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 RIGHT-OF-WAY PROPERTY LINE FENCE FIRE HYDRANT UTILITY POLE ANCHOR UTILITY POLE LUMINAIRE POLE (WOOD) JUNCTION BOX - TYPES 1, 2/4 AND 3/8 TRAFFIC SIGNAL POLE WITH LUMINAIRE ELECTRICAL SERVICE CABINET CONTROLLER CABINET CONDUIT CONSTRUCTION NOTE EXISTING PROPOSED DESCRIPTION LEGEND UNDERGROUND TRANSFORMER VAULT TECHNOLOGY PYLON BUS SHELTER F METRO ELECTRICAL SERVICE PEDESTAL WIRE NOTE STREET LIGHT POLE (STEEL) TRAFFIC SIGNAL POLE UNDERGROUND POWER LINE 25-TA SMALL CABLE VAULT PEDESTRIAN LIGHT POLE C X X 6/12/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421408 PB 192305-9070 F C P A R C E L 1 8 S GRADY WAY TA L B O T R D S D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 E 1 . 0 1 . d w g | L a y o u t : 1 E 1 . 0 1 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 1 : 1 0 : 0 3 p m B y a a r o n k XR E F S : X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - T O P O . d w g ; X - L E G E N D . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - R O W _ P R O P . d w g ; X - E L _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - P V _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - A L I G N . d w g ; X - U T _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 10'20' SCALE: 1" = 10' 0' EX. PSE UNDGR XFMR VAULT VAULT #317563-165995 EX. PSE SECONDARY JB STATION 59841 (IB) TIER 1 RENTON SEGMENT ELECTRICAL SITE PLAN ID# 59841 1E1.01 293 A. KING S. XIA X. ZHANG METRO RAPIDRIDE SHELTER METRO TECH PYLON SEE ITS PLAN 1 I1.04 LOCATION MAP S GRADY WAY TA L B O T R D S SH A T T U C K A V E S BURN E T T A V E S S 7 T H S T ELECTRICAL WIRING SCHEMATIC #12-3TC 2-#8, #8G #12-3TC, 2-#8, #8G 2-#4 WIRING SCHEDULE RUN NO. CONDUIT SIZE SHELTER LIGHTS TECH PYLON GROUND SERVICE PULL TAPE REMARKS 1 2" RGS METRO SERVICE 2-#4 2 2" RGS METRO ELEC.#12-3TC 2-#8 #8G 3 3/4" RGS METRO ELEC.#12-3TC LABEL CONDUCTORS WITH "SHELTER LIGHTS" 4 1" RGS METRO ELEC.2-#8 #8G LABEL CONDUCTORS WITH "TECH PYLON" 5 1.5" PVC METRO ITS.1 SPARE 6 2" PVC METRO ITS.1 SPARE X EX. UNDGR PWR 41 51 3 1 6 1 2 1 1 43 IB STATION PANEL: #______ VOLTAGE RATING: 120 VOLTS, 1 PHASE, 2 WIRE BUS RATING: 100 AMPS MAIN BREAKER: 60 AMPS FEED: BOTTOM FAULT CURRENT: 9,300 AMPS INTERRUPTING CAPACITY: 22,000 AMPS CIRCUIT DESCRIPTION VA CKT BRKR TECH PYLON 203 1 1/20 SHELTER LIGHTS 154 2 1/20 SPACE 3 SPACE 4 SPACE 5 SPACE 6 GFCI 180 7 1/20 CONNECTED LOAD = (203+154+180) = 537 VA = 4.475 AMPS AVERAGE CONTINUOUS LOAD = ((203+154)*1.25+180) = 626 VA = 5.219 AMPS AVERAGE 5 EX. PSE SECONDARY JB EX. PSE UNDGR XFMR VAULT VAULT #317563-165995 CONSTRUCTION NOTES TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. PROVIDE AND INSTALL 60A, 120V METRO NON-METERED ELECTRICAL SERVICE PEDESTAL. SEE 1E2.01 FOR MOUNTING AND FOUNDATION DETAIL. THE FRONT DOOR OF THE CABINET SHALL BE ORIENTED AS SHOWN BY "F" ON THE PLANS. PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. LABEL JUNCTION BOX "METRO". SERVICE POINT. COORDINATE WITH PSE ELECTRICAL SERVICE REPRESENTATIVE FOR CONNECTION TO THE SECONDARY SERVICE JUNCTION BOX (SR# TO BE ISSUED AT A LATER DATE). 1 3 4 5 GENERAL NOTES 1.PSE WILL PROVIDE CONDUIT(S) FROM THE PRIMARY SERVICE POINT TO A SECONDARY SERVICE JUNCTION BOX FOR STATION SERVICE CONNECTIONS PRIOR TO I LINE RAPIDRIDE CONSTRUCTION. 2.HAND DIGGING OR EXCAVATION BY VACTOR MAY BE REQUIRED FOR CONDUIT INSTALLATION IN AREAS WHERE EXISTING UNDERGROUND UTILITIES AND/OR TREE ROOTS ARE PRESENT. 3.INSTALL SPARE CONNECTIONS FOR FUTURE METRO FIBER OPTIC COMMUNICATION TO THE STATION. 4.SEE 1S1.09 FOR STATION PLANS AND AMENITIES DETAILS. ELEC F T-4214293 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421409 PB 192305-9070 192305-9070 F C P A R C E L 1 8 SERVICE WIRING SCHEMATIC 3-#1 SERVICE CABINET TRAFFIC SIGNAL CABINET S GRADY WAY TA L B O T R D S D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 E 1 . 0 1 . d w g | L a y o u t : 1 E 1 . 0 1 A PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 1 : 1 0 : 2 3 p m B y a a r o n k XR E F S : X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - T O P O . d w g ; X - L E G E N D . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - R O W _ P R O P . d w g ; X - E L _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - P V _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - A L I G N . d w g ; X - U T _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 10'20' SCALE: 1" = 10' 0' RELOCATED SIGNAL SERVICE CABINET, SEE SIGNAL PLAN 1TS1.03 FOR DETAILS WIRING SCHEDULE RUN NO. CONDUIT SIZE SHELTER LIGHTS TECH PYLON GROUND SERVICE PULL TAPE REMARKS 1 2" PVC PSE SERVICE 3-#1 X SERVICE PANEL LOCATION: TALBOT RD S & S GRADY WAY 120/240 V 1 PHASE 3 WIRE 22K AIC POWER SOURCE: PSE UNDGR XFMR VAULT #317563-165995 FAULT CURRENT: 9,300 AMPS 200 AMP MAIN BREAKER NO.AMP.POLES KVA CIRCUIT DESCRIPTION NO.AMP.POLES KVA CIRCUIT DESCRIPTION 1 40 1 2.62 TRAFFIC SIGNAL 2 20 2 0.37 INTERSECTION LIGHTING (E) 3 20 2 1.71 STREET LIGHTING (A)4 20 2 1.80 STREET LIGHTING (B) 5 20 2 0.25 PEDESTRIAN LIGHTING (C)6 20 2 0.34 PEDESTRIAN LIGHTING (D) 7 8 9 10 11 12 CONTINUOUS LOAD:7.09 TOTAL LOAD:8.88 RENTON SEGMENT ELECTRICAL SITE PLAN S GRADY WAY & TABLOT RD S 1E1.01A 294 A. KING S. XIA X. ZHANG SEE LIGHTING PLAN 1L1.04 SEE SIGNAL PLAN 1TS1.03 SEE SIGNAL PLAN 1TS1.03 11 SEE SIGNAL PLAN 1TS1.03 SEE SIGNAL PLAN 1TS1.03 CONSTRUCTION NOTES TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. SERVICE POINT. COORDINATE WITH PSE ELECTRICAL SERVICE REPRESENTATIVE FOR SERVICE CONNECTION (SR# TO BE ISSUED AT A LATER DATE). 1 6 GENERAL NOTES 1.HAND DIGGING OR EXCAVATION BY VACTOR MAY BE REQUIRED FOR CONDUIT INSTALLATION IN AREAS WHERE EXISTING UNDERGROUND UTILITIES AND/OR TREE ROOTS ARE PRESENT. 2.SEE 1TS1.03 FOR SIGNAL PLANS AND DETAILS. EX. PSE UNDGR XFMR VAULT VAULT #317563-165995 EX. PSE UNDGR XFMR VAULT VAULT #317563-1659956 T-4214294 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421410 F D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 E 1 . 0 1 . d w g | L a y o u t : 1 E 1 . 0 2 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 1 : 1 0 : 5 4 p m B y a a r o n k XR E F S : X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - T O P O . d w g ; X - L E G E N D . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - R O W _ P R O P . d w g ; X - E L _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - P V _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - A L I G N . d w g ; X - U T _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 10'20' SCALE: 1" = 10' 0' S GRADY WAY (GRA-LINE) PSE PROVIDED SECONDARY JB STATION 55936 (OB) TIER 1 RENTON SEGMENT ELECTRICAL SITE PLAN ID# 55936 1E1.02 295 A. KING S. XIA X. ZHANG METRO RAPIDRIDE SHELTER METRO TECH PYLON X TA L B O T R D S LOCATION MAP S GRADY WAY TA L B O T R D S SH A T T U C K A V E S BURN E T T A V E S S 7 T H S T ELECTRICAL WIRING SCHEMATIC 2-#4 2-#8, #8G #12-3TC #12-3TC, 2-#8, #8G PER PSE WIRING SCHEDULE RUN NO. CONDUIT SIZE SHELTER LIGHTS TECH PYLON GROUND SERVICE PULL TAPE REMARKS 1 2" RGS METRO SERVICE 2-#4 2 2" RGS METRO ELEC.#12-3TC 2-#8 #8G 3 3/4" RGS METRO ELEC.#12-3TC LABEL CONDUCTORS WITH "SHELTER LIGHTS" 4 1" RGS METRO ELEC.2-#8 #8G LABEL CONDUCTORS WITH "TECH PYLON" 5 1.5" PVC METRO ITS.1 SPARE 6 2" PVC METRO ITS.1 SPARE 7 PER PSE PER PSE PROVIDED BY PSE 5 1 4 111 61 31 7 4 3 4 CONSTRUCTION NOTES TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. PROVIDE AND INSTALL 60A, 120V METRO NON-METERED ELECTRICAL SERVICE PEDESTAL. SEE 1E2.01 FOR MOUNTING AND FOUNDATION DETAIL. THE FRONT DOOR OF THE CABINET SHALL BE ORIENTED AS SHOWN BY "F" ON THE PLANS. PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. LABEL JUNCTION BOX "METRO". SERVICE POINT. COORDINATE WITH PSE ELECTRICAL SERVICE REPRESENTATIVE FOR CONNECTION TO THE SECONDARY SERVICE JUNCTION BOX (SR# TO BE ISSUED AT A LATER DATE). 1 3 4 5 GENERAL NOTES 1.PSE WILL PROVIDE CONDUIT(S) FROM THE PRIMARY SERVICE POINT TO A SECONDARY SERVICE JUNCTION BOX FOR STATION SERVICE CONNECTIONS PRIOR TO I LINE RAPIDRIDE CONSTRUCTION. 2.HAND DIGGING OR EXCAVATION BY VACTOR MAY BE REQUIRED FOR CONDUIT INSTALLATION IN AREAS WHERE EXISTING UNDERGROUND UTILITIES AND/OR TREE ROOTS ARE PRESENT. 3.INSTALL SPARE CONNECTIONS FOR FUTURE METRO FIBER OPTIC COMMUNICATION TO THE STATION. 4.SEE 1S1.10 FOR STATION PLANS AND AMENITIES DETAILS.PSE PROVIDED SECONDARY JB PSE PROVIDED UNDGR XFMR VAULT VAULT #317537-165998 PSE PROVIDED UNDGR XFMR VAULT VAULT #317537-165998 5 ELEC ITS F 21 OB STATION PANEL: #______ VOLTAGE RATING: 120 VOLTS, 1 PHASE, 2 WIRE BUS RATING: 100 AMPS MAIN BREAKER: 60 AMPS FEED: BOTTOM FAULT CURRENT: 9,300 AMPS INTERRUPTING CAPACITY: 22,000 AMPS CIRCUIT DESCRIPTION VA CKT BRKR TECH PYLON 203 1 1/20 SHELTER LIGHTS 154 2 1/20 SPACE 3 SPACE 4 SPACE 5 SPACE 6 GFCI 180 7 1/20 CONNECTED LOAD = (203+154+180) = 537 VA = 4.475 AMPS AVERAGE CONTINUOUS LOAD = ((203+154)*1.25+180) = 626 VA = 5.219 AMPS AVERAGE T-4214295 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421411 F D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 E 1 . 0 1 . d w g | L a y o u t : 1 E 1 . 0 3 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 1 : 1 1 : 2 5 p m B y a a r o n k XR E F S : X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - T O P O . d w g ; X - L E G E N D . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - R O W _ P R O P . d w g ; X - E L _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - P V _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - A L I G N . d w g ; X - U T _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 10'20' SCALE: 1" = 10' 0' TALBOT RD S STATION 59949 (OB) TIER 1 RENTON SEGMENT ELECTRICAL SITE PLAN ID# 59949 1E1.03 296 A. KING S. XIA X. ZHANG METRO RAPIDRIDE SHELTER METRO TECH PYLON VA L L E Y M E D I C A L CE N T E R E N T R A N C E LOCATION MAP S C A R R R D 98TH A V E S TALBOT RD S S 1 7 7 T H S T S 4 3 R D S T ELECTRICAL WIRING SCHEMATIC #12-3TC, 2-#8, #8G 2-#8, #8G #12-3TC 2-#4 X WIRING SCHEDULE RUN NO. CONDUIT SIZE SHELTER LIGHTS TECH PYLON GROUND SERVICE PULL TAPE REMARKS 1 2" RGS METRO SERVICE 2-#4 2 2" RGS METRO ELEC.#12-3TC 2-#8 #8G 3 3/4" RGS METRO ELEC.#12-3TC LABEL CONDUCTORS WITH "SHELTER LIGHTS" 4 1" RGS METRO ELEC.2-#8 #8G LABEL CONDUCTORS WITH "TECH PYLON" 5 1.5" PVC METRO ITS.1 SPARE 6 2" PVC METRO ITS.1 SPARE 7 PER PSE PER PSE PROVIDED BY PSE OB STATION PANEL: #______ VOLTAGE RATING: 120 VOLTS, 1 PHASE, 2 WIRE BUS RATING: 100 AMPS MAIN BREAKER: 60 AMPS FEED: BOTTOM FAULT CURRENT: 9,300 AMPS INTERRUPTING CAPACITY: 22,000 AMPS CIRCUIT DESCRIPTION VA CKT BRKR TECH PYLON 203 1 1/20 SHELTER LIGHTS 154 2 1/20 SPACE 3 SPACE 4 SPACE 5 SPACE 6 GFCI 180 7 1/20 CONNECTED LOAD = (203+154+180) = 537 VA = 4.475 AMPS AVERAGE CONTINUOUS LOAD = ((203+154)*1.25+180) =626 VA = 5.219 AMPS AVERAGE SEE LIGHTING PLAN 1L1.11 51 3 1 2 1 7 4 161 4 3 4 CONSTRUCTION NOTES TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. PROVIDE AND INSTALL 60A, 120V METRO NON-METERED ELECTRICAL SERVICE PEDESTAL. SEE 1E2.01 FOR MOUNTING AND FOUNDATION DETAIL. THE FRONT DOOR OF THE CABINET SHALL BE ORIENTED AS SHOWN BY "F" ON THE PLANS. PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. LABEL JUNCTION BOX "METRO". 1 3 4 GENERAL NOTES 1.PSE WILL PROVIDE CONDUIT(S) FROM THE PRIMARY SERVICE POINT TO A SECONDARY SERVICE JUNCTION BOX FOR STATION SERVICE CONNECTIONS PRIOR TO I LINE RAPIDRIDE CONSTRUCTION. 2.HAND DIGGING OR EXCAVATION BY VACTOR MAY BE REQUIRED FOR CONDUIT INSTALLATION IN AREAS WHERE EXISTING UNDERGROUND UTILITIES AND/OR TREE ROOTS ARE PRESENT. 3.INSTALL SPARE CONNECTIONS FOR FUTURE METRO FIBER OPTIC COMMUNICATION TO THE STATION. 4.SEE 1S1.19 FOR STATION PLANS AND AMENITIES DETAILS. PSE PROVIDED SECONDARY JB ITS ELEC F PER PSE SEE ELECTRICAL WIRING SCHEMATIC ON 1E1.04 EX. PSE UNDGR XFMR VAULT VAULT #316419-165914 1 PER PSE 1 PSE PROVIDED SECONDARY JB PSE PROVIDED SECONDARY JB T-4214296 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421412 89+0090+00 F 91+00 D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 E 1 . 2 0 . d w g | L a y o u t : 1 E 1 . 0 4 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 1 : 1 3 : 3 6 p m B y a a r o n k XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; X - P A R C E L - I N F O . d w g ; X - I T S _ K E N T . d w g ; X - D R _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 10'20' SCALE: 1" = 10' 0' TALBOT RD S (TAL-B-LINE) PSE PROVIDED SECONDARY JB STATION 60361 (IB) TIER 1 RENTON SEGMENT ELECTRICAL SITE PLAN ID# 60361 1E1.04 297 A. KING S. XIA X. ZHANG METRO RAPIDRIDE SHELTER METRO TECH PYLON WIRING SCHEDULE RUN NO. CONDUIT SIZE SHELTER LIGHTS TECH PYLON GROUND SERVICE PULL TAPE REMARKS 1 2" RGS METRO SERVICE 2-#4 2 2" RGS METRO ELEC.#12-3TC 2-#8 #8G 3 3/4" RGS METRO ELEC.#12-3TC LABEL CONDUCTORS WITH "SHELTER LIGHTS" 4 1" RGS METRO ELEC.2-#8 #8G LABEL CONDUCTORS WITH "TECH PYLON" 5 1.5" PVC METRO ITS.1 SPARE 6 2" PVC METRO ITS.1 SPARE 7 PER PSE PER PSE PROVIDED BY PSE X VA L L E Y M E D I C A L CE N T E R E N T R A N C E S C A R R R D 98TH A V E S TALBOT RD S S 1 7 7 T H S T S 4 3 R D S T LOCATION MAP ELECTRICAL WIRING SCHEMATIC #12-3TC 2-#8, #8G2-#4PER PSE PSE PROVIDED SECONDARY JB #12-3TC, 2-#8, #8G 6 1 4 1 5 1 7 21 31 7 4 4 3 1.PSE WILL PROVIDE CONDUIT(S) FROM THE PRIMARY SERVICE POINT TO A SECONDARY SERVICE JUNCTION BOX FOR STATION SERVICE CONNECTIONS PRIOR TO I LINE RAPIDRIDE CONSTRUCTION. 2.HAND DIGGING OR EXCAVATION BY VACTOR MAY BE REQUIRED FOR CONDUIT INSTALLATION IN AREAS WHERE EXISTING UNDERGROUND UTILITIES AND/OR TREE ROOTS ARE PRESENT. 3.INSTALL SPARE CONNECTIONS FOR FUTURE METRO FIBER OPTIC COMMUNICATION TO THE STATION. 4.SEE 1S1.20 FOR STATION PLANS AND AMENITIES DETAILS. GENERAL NOTES CONSTRUCTION NOTES TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. PROVIDE AND INSTALL 60A, 120V METRO NON-METERED ELECTRICAL SERVICE PEDESTAL. SEE 1E2.01 FOR MOUNTING AND FOUNDATION DETAIL. THE FRONT DOOR OF THE CABINET SHALL BE ORIENTED AS SHOWN BY "F" ON THE PLANS. PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. LABEL JUNCTION BOX "METRO". SERVICE POINT. COORDINATE WITH PSE ELECTRICAL SERVICE REPRESENTATIVE FOR CONNECTION TO THE SECONDARY SERVICE JUNCTION BOX (SR# TO BE ISSUED AT A LATER DATE). 1 4 5 3 EX. PSE UNDGR XFMR VAULT VAULT #316419-165914 EX. PSE UNDGR XFMR VAULT VAULT #316419-165914 5 7 TALBOT RD S (TAL-B-LINE) IB STATION PANEL: #______ VOLTAGE RATING: 120 VOLTS, 1 PHASE, 2 WIRE BUS RATING: 100 AMPS MAIN BREAKER: 60 AMPS FEED: BOTTOM FAULT CURRENT: 9,300 AMPS INTERRUPTING CAPACITY: 22,000 AMPS CIRCUIT DESCRIPTION VA CKT BRKR TECH PYLON 203 1 1/20 SHELTER LIGHTS 154 2 1/20 SPACE 3 SPACE 4 SPACE 5 SPACE 6 GFCI 180 7 1/20 CONNECTED LOAD = (203+154+180) = 537 VA = 4.475 AMPS AVERAGE CONTINUOUS LOAD = ((203+154)*1.25+180) = 626 VA = 5.219 AMPS AVERAGEELEC ITS SEE ELECTRICAL WIRING SCHEMATIC ON 1E1.03 F 1 1 T-4214297 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421413 44+00 45+00 F D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 E 1 . 2 0 . d w g | L a y o u t : 1 E 1 . 0 5 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 1 : 1 3 : 5 1 p m B y a a r o n k XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; X - P A R C E L - I N F O . d w g ; X - I T S _ K E N T . d w g ; X - D R _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 10'20' SCALE: 1" = 10' 0' SE CARR RD RENTON SEGMENT ELECTRICAL SITE PLAN ID# 60321 1E1.05 298 A. KING S. XIA X. ZHANG ELECTRICAL WIRING SCHEMATIC WIRING SCHEDULE RUN NO. CONDUIT SIZE SHELTER LIGHTS TECH PYLON GROUND SERVICE PULL TAPE REMARKS 1 2" RGS METRO SERVICE 2-#1 2 2" RGS METRO ELEC.#12-3TC 2-#8 #8G 3 3/4" RGS METRO ELEC.#12-3TC LABEL CONDUCTORS WITH "SHELTER LIGHTS" 4 1" RGS METRO ELEC.2-#8 #8G LABEL CONDUCTORS WITH "TECH PYLON" 5 1.5" PVC METRO ITS.1 SPARE 6 2" PVC METRO ITS.1 SPARE X SE CARR RD 105 T H P L S E 1 0 6 T H P L S E LOCATION MAP MIL L A V E S METRO TECH PYLON STATION 60321 (IB) TIER 1 METRO RAPIDRIDE SHELTER PER PSE 4-#1 #12-3TC, 2-#8, #8G 4-#1 2-#1 #12-3TC 2-#8, #8G PSE PROVIDED SECONDARY JB PER PSE SEE ELECTRICAL WIRING SCHEMATIC ON 1E1.06 PER PSE 2 1 4 1 1 2 61 3 4 4 4 1.PSE WILL PROVIDE CONDUIT(S) FROM THE PRIMARY SERVICE POINT TO A SECONDARY SERVICE JUNCTION BOX FOR STATION SERVICE CONNECTIONS PRIOR TO I LINE RAPIDRIDE CONSTRUCTION. 2.HAND DIGGING OR EXCAVATION BY VACTOR MAY BE REQUIRED FOR CONDUIT INSTALLATION IN AREAS WHERE EXISTING UNDERGROUND UTILITIES AND/OR TREE ROOTS ARE PRESENT. 3.INSTALL SPARE CONNECTIONS FOR FUTURE METRO FIBER OPTIC COMMUNICATION TO THE STATION. 4.SEE 1S1.24 FOR STATION PLANS AND AMENITIES DETAILS. GENERAL NOTES CONSTRUCTION NOTES TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA BY BORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. PROVIDE AND INSTALL 60A, 120V METRO NON-METERED ELECTRICAL SERVICE PEDESTAL. SEE 1E2.01 FOR MOUNTING AND FOUNDATION DETAIL. THE FRONT DOOR OF THE CABINET SHALL BE ORIENTED AS SHOWN BY "F" ON THE PLANS. PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. LABEL JUNCTION BOX "METRO". 3 2 1 PSE PROVIDED UNDGR XFMR VAULT VAULT #316486-166213 EX. PSE SERVICE POLE POLE #316487-166212 IB STATION PANEL: #______ VOLTAGE RATING: 120 VOLTS, 1 PHASE, 2 WIRE BUS RATING: 100 AMPS MAIN BREAKER: 60 AMPS FEED: BOTTOM FAULT CURRENT: 9,300 AMPS INTERRUPTING CAPACITY: 22,000 AMPS CIRCUIT DESCRIPTION VA CKT BRKR TECH PYLON 203 1 1/20 SHELTER LIGHTS 154 2 1/20 SPACE 3 SPACE 4 SPACE 5 SPACE 6 GFCI 180 7 1/20 CONNECTED LOAD = (203+154+180) = 537 VA = 4.475 AMPS AVERAGE CONTINUOUS LOAD = ((203+154)*1.25+180) = 626 VA = 5.219 AMPS AVERAGE ITS ELEC ELEC 4 PSE PROVIDED SECONDARY JB F 51 11 T-4214298 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 TR O - 4 1 - 4 2 1 4 31 6/12/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421414 11 + 0 0 12 + 0 0 PB C F D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 E 1 . 2 0 . d w g | L a y o u t : 1 E 1 . 0 6 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 1 : 1 4 : 1 6 p m B y a a r o n k XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; X - P A R C E L - I N F O . d w g ; X - I T S _ K E N T . d w g ; X - D R _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 10'20' SCALE: 1" = 10' 0' SE CARR RD RENTON SEGMENT ELECTRICAL SITE PLAN ID# 59391 1E1.06 299 A. KING S. XIA X. ZHANG SE CARR RD 105 T H P L S E 1 0 6 T H P L S E LOCATION MAP MIL L A V E S WIRING SCHEDULE RUN NO. CONDUIT SIZE SHELTER LIGHTS TECH PYLON GROUND SERVICE PULL TAPE REMARKS 1 2" RGS METRO SERVICE 2-#1 2 2" RGS METRO ELEC.#12-3TC 2-#8 #8G 3 3/4" RGS METRO ELEC.#12-3TC LABEL CONDUCTORS WITH "SHELTER LIGHTS" 4 1" RGS METRO ELEC.2-#8 #8G LABEL CONDUCTORS WITH "TECH PYLON" 5 1.5" PVC METRO ITS.1 SPARE 6 2" PVC METRO ITS.1 SPARE 7 PER PSE PER PSE PROVIDED BY PSE 8 2" RGS METRO SERVICE 4-#1 X ELECTRICAL WIRING SCHEMATIC 105 T H P L S E STATION 59391 (OB) TIER 1 PSE PROVIDED SECONDARY JB METRO RAPIDRIDE SHELTER METRO TECH PYLON SEE ITS PLAN 1 I1.13 F #12-3TC, 2-#8, #8G #12-3TC 2-#8, #8G 2-#1 SEE ELECTRICAL WIRING SCHEMATIC ON 1E1.05 PER PSE 4-#1 PSE PROVIDED SECONDARY JB PER PSE PER PSE 4 1 1 1 1 2 5 1 8 1 31 61 4 3 4 7 7 7 1.PSE WILL PROVIDE CONDUIT(S) FROM THE PRIMARY SERVICE POINT TO A SECONDARY SERVICE JUNCTION BOX FOR STATION SERVICE CONNECTIONS PRIOR TO I LINE RAPIDRIDE CONSTRUCTION. 2.HAND DIGGING OR EXCAVATION BY VACTOR MAY BE REQUIRED FOR CONDUIT INSTALLATION IN AREAS WHERE EXISTING UNDERGROUND UTILITIES AND/OR TREE ROOTS ARE PRESENT. 3.INSTALL SPARE CONNECTIONS FOR FUTURE METRO FIBER OPTIC COMMUNICATION TO THE STATION. 4.SEE 1S1.23 FOR STATION PLANS AND AMENITIES DETAILS. GENERAL NOTES CONSTRUCTION NOTES TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA BY BORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. PROVIDE AND INSTALL 60A, 120V METRO NON-METERED ELECTRICAL SERVICE PEDESTAL. SEE 1E2.01 FOR MOUNTING AND FOUNDATION DETAIL. THE FRONT DOOR OF THE CABINET SHALL BE ORIENTED AS SHOWN BY "F" ON THE PLANS. PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. LABEL JUNCTION BOX "METRO". SERVICE POINT. COORDINATE WITH PSE ELECTRICAL SERVICE REPRESENTATIVE FOR CONNECTION TO THE SECONDARY SERVICE JUNCTION BOX (SR# TO BE ISSUED AT A LATER DATE). 1 3 4 5 2 PSE PROVIDED UNDGR XFMR VAULT VAULT #316486-1662135 EX. PSE SERVICE POLE POLE #316487-166212 PSE PROVIDED UNDGR XFMR VAULT VAULT #316486-166213 EX. PSE SERVICE POLE POLE #316487-166212 OB STATION PANEL: #______ VOLTAGE RATING: 120 VOLTS, 1 PHASE, 2 WIRE BUS RATING: 100 AMPS MAIN BREAKER: 60 AMPS FEED: BOTTOM FAULT CURRENT: 9,300 AMPS INTERRUPTING CAPACITY: 22,000 AMPS CIRCUIT DESCRIPTION VA CKT BRKR TECH PYLON 203 1 1/20 SHELTER LIGHTS 154 2 1/20 SPACE 3 SPACE 4 SPACE 5 SPACE 6 GFCI 180 7 1/20 CONNECTED LOAD = (203+154+180) = 537 VA = 4.475 AMPS AVERAGE CONTINUOUS LOAD = ((203+154)*1.25+180) = 626 VA = 5.219 AMPS AVERAGE ELEC ELEC 21 PSE PROVIDED SECONDARY JB PSE PROVIDED SECONDARY JB T-4214299 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421415 10+ 0 0 11 + 0 0 12 + 0 0 v PB D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 E 1 . 2 0 . d w g | L a y o u t : 1 E 1 . 0 6 A PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 1 : 1 4 : 3 6 p m B y a a r o n k XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; X - P A R C E L - I N F O . d w g ; X - I T S _ K E N T . d w g ; X - D R _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL SE CARR RD RENTON SEGMENT ELECTRICAL SITE PLAN SE CARR RD & 105TH PL SE 1E1.06A 300 A. KING S. XIA X. ZHANG 105 T H P L S E SERVICE WIRING SCHEMATIC WIRING SCHEDULE RUN NO. CONDUIT SIZE SHELTER LIGHTS TECH PYLON GROUND SERVICE PULL TAPE REMARKS 1 3" PVC PSE SERVICE 3-#3/0 7 PER PSE PER PSE PROVIDED BY PSE X SERVICE PANEL LOCATION: SE CARR RD & 105TH PL SE 120/240 V 1 PHASE 3 WIRE 22K AIC POWER SOURCE: PSE UNDGR XFMR VAULT #316486-166213 FAULT CURRENT: 9,300 AMPS 200 AMP MAIN BREAKER NO.AMP.POLES KVA CIRCUIT DESCRIPTION NO.AMP.POLES KVA CIRCUIT DESCRIPTION 1 40 1 2.39 TRAFFIC SIGNAL 2 20 2 0.36 INTERSECTION LIGHTING (E) 3 20 2 0.10 STREET LIGHTING (A)4 20 2 0.12 STREET LIGHTING (B) 5 20 2 0.10 PEDESTRIAN LIGHTING (C)6 20 2 0.05 PEDESTRIAN LIGHTING (D) 7 8 9 10 11 12 CONTINUOUS LOAD:3.12 TOTAL LOAD:3.89 NEW SIGNAL SERVICE CABINET, SEE SIGNAL PLAN 1TS1.07 FOR DETAILS PER PSE SERVICE CABINET TRAFFIC SIGNAL CABINET SEE SIGNAL PLAN 1TS1.07 3-#3/0 10'20' SCALE: 1" = 10' 0' SEE LIGHTING PLAN 1L1.13 SEE SIGNAL PLAN 1TS1.07 SEE SIGNAL PLAN 1TS1.07 1 1 7 1.HAND DIGGING OR EXCAVATION BY VACTOR MAY BE REQUIRED FOR CONDUIT INSTALLATION IN AREAS WHERE EXISTING UNDERGROUND UTILITIES AND/OR TREE ROOTS ARE PRESENT. 2.SEE 1TS1.07 FOR STATION PLANS AND AMENITIES DETAILS. GENERAL NOTES CONSTRUCTION NOTES TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. SERVICE POINT. COORDINATE WITH PSE ELECTRICAL SERVICE REPRESENTATIVE FOR SERVICE CONNECTION (SR# TO BE ISSUED AT A LATER DATE). 1 6 PSE PROVIDED UNDGR XFMR VAULT VAULT #316486-1662136 EX. PSE SERVICE POLE POLE #316487-166212 PSE PROVIDED UNDGR XFMR VAULT VAULT #316486-166213 EX. PSE SERVICE POLE POLE #316487-166212 SEE SIGNAL PLAN 1TS1.07 PER PSE PER PSE PSE PROVIDED SECONDARY JB PSE PROVIDED SECONDARY JB PSE PROVIDED SECONDARY JB 7 7 PSE PROVIDED SECONDARY JB T-4214300 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421416 25+00 26+00 27+00 F D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 E 1 . 2 0 . d w g | L a y o u t : 1 E 1 . 0 7 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 1 : 1 5 : 0 1 p m B y a a r o n k XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; X - P A R C E L - I N F O . d w g ; X - I T S _ K E N T . d w g ; X - D R _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 10'20' SCALE: 1" = 10' 0' SE 180TH ST RENTON SEGMENT ELECTRICAL SITE PLAN ID# 60322 1E1.07 301 A. KING S. XIA X. ZHANG ELECTRICAL WIRING SCHEMATIC WIRING SCHEDULE RUN NO. CONDUIT SIZE SHELTER LIGHTS TECH PYLON GROUND SERVICE PULL TAPE REMARKS 1 2" RGS METRO SERVICE 2-#2 2 2" RGS METRO ELEC.#12-3TC 2-#8 #8G 3 3/4" RGS METRO ELEC.#12-3TC LABEL CONDUCTORS WITH "SHELTER LIGHTS" 4 1" RGS METRO ELEC.2-#8 #8G LABEL CONDUCTORS WITH "TECH PYLON" 5 1.5" PVC METRO ITS.1 SPARE 6 2" PVC METRO ITS.1 SPARE X STATION 60322 (IB) TIER 2 SE 180TH ST 10 8 T H A V E S E LOCATION MAP 10 5 T H P L S E METRO RAPIDRIDE SHELTERMETRO TECH PYLON PSE PROVIDED SECONDARY JB PER PSE 2-#2 2-#2 #12-3TC, 2-#8, #8G#12-3TC 2-#8, #8G SEE ELECTRICAL WIRING SCHEMATIC ON 1E1.08 41 3 1 2 1 51 1 1 4 4 3 1.PSE WILL PROVIDE CONDUIT(S) FROM THE PRIMARY SERVICE POINT TO A SECONDARY SERVICE JUNCTION BOX FOR STATION SERVICE CONNECTIONS PRIOR TO I LINE RAPIDRIDE CONSTRUCTION. 2.HAND DIGGING OR EXCAVATION BY VACTOR MAY BE REQUIRED FOR CONDUIT INSTALLATION IN AREAS WHERE EXISTING UNDERGROUND UTILITIES AND/OR TREE ROOTS ARE PRESENT. 3.INSTALL SPARE CONNECTIONS FOR FUTURE METRO FIBER OPTIC COMMUNICATION TO THE STATION. 4.SEE 1S1.25 FOR STATION PLANS AND AMENITIES DETAILS. GENERAL NOTES CONSTRUCTION NOTES TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. PROVIDE AND INSTALL 60A, 120V METRO NON-METERED ELECTRICAL SERVICE PEDESTAL. SEE 1E2.01 FOR MOUNTING AND FOUNDATION DETAIL. THE FRONT DOOR OF THE CABINET SHALL BE ORIENTED AS SHOWN BY "F" ON THE PLANS. PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. LABEL JUNCTION BOX "METRO". 4 3 1 EX. PSE SERVICE POLE POLE #316392-166291 IB STATION PANEL: #______ VOLTAGE RATING: 120 VOLTS, 1 PHASE, 2 WIRE BUS RATING: 100 AMPS MAIN BREAKER: 60 AMPS FEED: BOTTOM FAULT CURRENT: 9,300 AMPS INTERRUPTING CAPACITY: 22,000 AMPS CIRCUIT DESCRIPTION VA CKT BRKR TECH PYLON 203 1 1/20 SHELTER LIGHTS 154 2 1/20 SPACE 3 SPACE 4 SPACE 5 SPACE 6 GFCI 180 7 1/20 CONNECTED LOAD = (203+154+180) = 537 VA = 4.475 AMPS AVERAGE CONTINUOUS LOAD = ((203+154)*1.25+180) = 626 VA = 5.219 AMPS AVERAGE ITS ELEC F 6 1 T-4214301 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421417 F OH P OH P OH P D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 E 1 . 2 0 . d w g | L a y o u t : 1 E 1 . 0 8 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 1 : 1 5 : 3 9 p m B y a a r o n k XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; X - P A R C E L - I N F O . d w g ; X - I T S _ K E N T . d w g ; X - D R _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 10'20' SCALE: 1" = 10' 0' SE 180TH ST RENTON SEGMENT ELECTRICAL SITE PLAN ID# 60323 1E1.08 302 A. KING S. XIA X. ZHANG SE 180TH ST 10 8 T H A V E S E LOCATION MAP WIRING SCHEDULE RUN NO. CONDUIT SIZE SHELTER LIGHTS TECH PYLON GROUND SERVICE PULL TAPE REMARKS 1 2" RGS METRO SERVICE 2-#4 2 2" RGS METRO ELEC.#12-3TC 2-#8 #8G 3 3/4" RGS METRO ELEC.#12-3TC LABEL CONDUCTORS WITH "SHELTER LIGHTS" 4 1" RGS METRO ELEC.2-#8 #8G LABEL CONDUCTORS WITH "TECH PYLON" 5 1.5" PVC METRO ITS.1 SPARE 6 2" PVC METRO ITS.1 SPARE 7 PER PSE PER PSE PROVIDED BY PSE X STATION 60323 (OB) TIER 2 10 5 T H P L S E PSE PROVIDED SECONDARY JB METRO RAPIDRIDE SHELTER METRO TECH PYLON SE 180TH ST 10 8 T H A V E S E ELECTRICAL WIRING SCHEMATIC PSE PROVIDED SECONDARY SECONDARY JB PER PSE SEE ELECTRICAL WIRING SCHEMATIC ON 1E1.07 2-#4 #12-3TC, 2-#8, #8G 2-#8, #8G #12-3TC 11 6 111 4 1 6 1 1 1 7 7 44 4 3 1.PSE WILL PROVIDE CONDUIT(S) FROM THE PRIMARY SERVICE POINT TO A SECONDARY SERVICE JUNCTION BOX FOR STATION SERVICE CONNECTIONS PRIOR TO I LINE RAPIDRIDE CONSTRUCTION. 2.HAND DIGGING OR EXCAVATION BY VACTOR MAY BE REQUIRED FOR CONDUIT INSTALLATION IN AREAS WHERE EXISTING UNDERGROUND UTILITIES AND/OR TREE ROOTS ARE PRESENT. 3.INSTALL SPARE CONNECTIONS FOR FUTURE METRO FIBER OPTIC COMMUNICATION TO THE STATION. 4.SEE 1S1.26 FOR STATION PLANS AND AMENITIES DETAILS. GENERAL NOTES CONSTRUCTION NOTES TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. PROVIDE AND INSTALL 60A, 120V METRO NON-METERED ELECTRICAL SERVICE PEDESTAL. SEE 1E2.01 FOR MOUNTING AND FOUNDATION DETAIL. THE FRONT DOOR OF THE CABINET SHALL BE ORIENTED AS SHOWN BY "F" ON THE PLANS. PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. LABEL JUNCTION BOX "METRO". SERVICE POINT. COORDINATE WITH PSE ELECTRICAL SERVICE REPRESENTATIVE FOR CONNECTION TO THE SECONDARY SERVICE JUNCTION BOX (SR# TO BE ISSUED AT A LATER DATE). 1 4 5 3 EX. PSE SERVICE POLE POLE #316392-1662915 EX. PSE SERVICE POLE POLE #316392-166291 ELEC ELEC ITS OB STATION PANEL: #______ VOLTAGE RATING: 120 VOLTS, 1 PHASE, 2 WIRE BUS RATING: 100 AMPS MAIN BREAKER: 60 AMPS FEED: BOTTOM FAULT CURRENT: 9,300 AMPS INTERRUPTING CAPACITY: 22,000 AMPS CIRCUIT DESCRIPTION VA CKT BRKR TECH PYLON 203 1 1/20 SHELTER LIGHTS 154 2 1/20 SPACE 3 SPACE 4 SPACE 5 SPACE 6 GFCI 180 7 1/20 CONNECTED LOAD = (203+154+180) = 537 VA = 4.475 AMPS AVERAGE CONTINUOUS LOAD = ((203+154)*1.25+180) = 626 VA = 5.219 AMPS AVERAGE 3 1 4 ITS 5 1 2 1 T-4214302 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 F 6/12/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421418 30+00 31+00 32+00 U D UDUDUDUD O H P O H P O H P O H P OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP O H P O H P O H P C AFO AFO AFO AFO AFO AFO AFO AFO AFO AFO AFO AFO AFO O H P O H P O H P O H P F C: \ B e n t l e y \ p r o j e c t w i s e \ d 0 6 0 1 3 8 9 \ 1 E 1 . 2 0 . d w g | L a y o u t : 1 E 1 . 0 9 PL O T T E D : F e b 0 6 , 2 0 2 6 - 0 1 : 3 4 : 2 6 p m B y a a r o n k XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; X - P A R C E L - I N F O . d w g ; X - I T S _ K E N T . d w g ; X - D R _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE MARCH 2025G. FRANCO 1134237 KC001396 473K. CHANG YUEN ISSUE FOR CONSTRUCTION MARCH 2025 10'20' SCALE: 1" = 10' 0' 108TH AVE SE SE 1 8 6 T H S T (108TH-LINE) STATION 57300 (OB) TIER 2 RENTON SEGMENT ELECTRICAL SITE PLAN ID# 57300 1E1.09 303 A. KING S. XIA X. ZHANG METRO RAPIDRIDE SHELTER METRO TECH PYLON LOCATION MAP ELECTRICAL WIRING SCHEMATIC PSE PROVIDED SECONDARY JB PER PSE #12-3TC #12-3TC, 2-#8, #8G 3-#4 51 3 1 1.PSE WILL PROVIDE CONDUIT(S) FROM THE PRIMARY SERVICE POINT TO A SECONDARY SERVICE JUNCTION BOX FOR STATION SERVICE CONNECTIONS PRIOR TO I LINE RAPIDRIDE CONSTRUCTION. 2.HAND DIGGING OR EXCAVATION BY VACTOR MAY BE REQUIRED FOR CONDUIT INSTALLATION IN AREAS WHERE EXISTING UNDERGROUND UTILITIES AND/OR TREE ROOTS ARE PRESENT. 3.INSTALL SPARE CONNECTIONS FOR FUTURE METRO FIBER OPTIC COMMUNICATION TO THE STATION. 4.SEE 1S1.27 FOR STATION PLANS AND AMENITIES DETAILS. GENERAL NOTES CONSTRUCTION NOTES TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. PROVIDE AND INSTALL METRO ELECTRICAL SERVICE PEDESTAL WITH METER SOCKET (22K). SEE 1E2.01 FOR MOUNTING AND FOUNDATION DETAIL. THE FRONT DOOR OF THE CABINET SHALL BE ORIENTED AS SHOWN BY "F" ON THE PLANS. PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. LABEL JUNCTION BOX "METRO". SERVICE POINT. COORDINATE WITH PSE ELECTRICAL SERVICE REPRESENTATIVE FOR CONNECTION TO THE SECONDARY SERVICE JUNCTION BOX (SR# 105101868). 3 5 4 1 NEW PSE SERVICE POLE POLE #316221-166288 NEW PSE SERVICE POLE POLE #316211-1662885 F WIRING SCHEDULE RUN NO. CONDUIT SIZE SHELTER LIGHTS TECH PYLON GROUND SERVICE PULL TAPE REMARKS 1 2" RGS METRO SERVICE 3-#4 2 2" RGS METRO ELEC.#12-3TC 2-#8 #8G 3 3/4" RGS METRO ELEC.#12-3TC LABEL CONDUCTORS WITH "SHELTER LIGHTS" 4 1" RGS METRO ELEC.2-#8 #8G LABEL CONDUCTORS WITH "TECH PYLON" 5 1.5" PVC METRO ITS 1 SPARE 6 2" PVC METRO ITS 1 SPARE 7 PER PSE PER PSE PROVIDED BY PSE X EX. PSE POLE #316224-166282 7 EX. PSE POLE #316224-166282 O H P O H P O H P PER PSE SEE ITS PLAN 1 I1.16 T-4214303 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 108TH AVE SE SE 1 8 6 T H S T SE 1 8 7 T H P L PSE PROVIDED SECONDARY JB OB STATION PANEL: #______ VOLTAGE RATING: 120/240 VOLTS, 1 PHASE, 3 WIRE BUS RATING: 100 AMPS MAIN BREAKER: 60 AMPS FEED: BOTTOM FAULT CURRENT: 9,300 AMPS INTERRUPTING CAPACITY: 22,000 AMPS CIRCUIT DESCRIPTION VA CKT BRKR TECH PYLON 203 1 1/20 SHELTER LIGHTS 154 2 1/20 SPACE 3 SPACE 4 SPACE 5 SPACE 6 SPACE 7 CONNECTED LOAD = (203+154) = 357 VA = 2.975 AMPS AVERAGE CONTINUOUS LOAD = ((203+154)*1.25) = 446 VA = 3.719 AMPS AVERAGE 1 DCR #7 - 186TH OB STATION UPDATES AMK MCP 02-05-26 41 4 ELEC 3 1 1 6 1 2 1 7 1 2-#8, #8G 1 DEVELOPMENT ENGINEERING msippo 04/17/2026 2/6/2026 T-421419 30+00 31+00 32+00 O H P O H P O H P O H P O H P F D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 E 1 . 2 0 . d w g | L a y o u t : 1 E 1 . 1 0 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 1 : 1 6 : 3 6 p m B y a a r o n k XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; X - P A R C E L - I N F O . d w g ; X - I T S _ K E N T . d w g ; X - D R _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 10'20' SCALE: 1" = 10' 0' 108TH AVE SE SE 1 8 6 T H S T (108TH-LINE) PSE PROVIDED SECONDARY JB STATION 57260 (IB) TIER 2 RENTON SEGMENT ELECTRICAL SITE PLAN ID# 57260 1E1.10 304 A. KING S. XIA X. ZHANG SEE ITS PLAN 1 I1.16 METRO TECH PYLON METRO RAPIDRIDE SHELTER 108TH AVE SE SE 1 8 6 T H S T LOCATION MAP SE 1 8 7 T H P L ELECTRICAL WIRING SCHEMATIC F 2-#4 #12-3TC, 2-#8, #8G #12-3TC 2-#8, #8G PSE PROVIDED SECONDARY JB PER PSE WIRING SCHEDULE RUN NO. CONDUIT SIZE SHELTER LIGHTS TECH PYLON GROUND SERVICE PULL TAPE REMARKS 1 2" RGS METRO SERVICE 2-#4 2 2" RGS METRO ELEC.#12-3TC 2-#8 #8G 3 3/4" RGS METRO ELEC.#12-3TC LABEL CONDUCTORS WITH "SHELTER LIGHTS" 4 1" RGS METRO ELEC.2-#8 #8G LABEL CONDUCTORS WITH "TECH PYLON" 5 1.5" PVC METRO ITS.1 SPARE 6 2" PVC METRO ITS.1 SPARE 7 PER PSE PER PSE PROVIDED BY PSE X 6 1 1 151 4 1 73 4 1.PSE WILL PROVIDE CONDUIT(S) FROM THE PRIMARY SERVICE POINT TO A SECONDARY SERVICE JUNCTION BOX FOR STATION SERVICE CONNECTIONS PRIOR TO I LINE RAPIDRIDE CONSTRUCTION. 2.HAND DIGGING OR EXCAVATION BY VACTOR MAY BE REQUIRED FOR CONDUIT INSTALLATION IN AREAS WHERE EXISTING UNDERGROUND UTILITIES AND/OR TREE ROOTS ARE PRESENT. 3.INSTALL SPARE CONNECTIONS FOR FUTURE METRO FIBER OPTIC COMMUNICATION TO THE STATION. 4.SEE 1S1.28 FOR STATION PLANS AND AMENITIES DETAILS. GENERAL NOTES CONSTRUCTION NOTES TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. PROVIDE AND INSTALL 60A, 120V METRO NON-METERED ELECTRICAL SERVICE PEDESTAL. SEE 1E2.01 FOR MOUNTING AND FOUNDATION DETAIL. THE FRONT DOOR OF THE CABINET SHALL BE ORIENTED AS SHOWN BY "F" ON THE PLANS. PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. LABEL JUNCTION BOX "METRO". SERVICE POINT. COORDINATE WITH PSE ELECTRICAL SERVICE REPRESENTATIVE FOR CONNECTION TO THE SECONDARY SERVICE JUNCTION BOX (SR# TO BE ISSUED AT A LATER DATE). 1 4 5 3 EX. PSE SERVICE POLE POLE #316235-166294 EX. PSE SERVICE POLE POLE #316235-166294 5 ELEC IB STATION PANEL: #______ VOLTAGE RATING: 120 VOLTS, 1 PHASE, 2 WIRE BUS RATING: 100 AMPS MAIN BREAKER: 60 AMPS FEED: BOTTOM FAULT CURRENT: 5,000 AMPS INTERRUPTING CAPACITY: 22,000 AMPS CIRCUIT DESCRIPTION VA CKT BRKR TECH PYLON 203 1 1/20 SHELTER LIGHTS 154 2 1/20 SPACE 3 SPACE 4 SPACE 5 SPACE 6 GFCI 180 7 1/20 CONNECTED LOAD = (203+154+180) = 537 VA = 4.475 AMPS AVERAGE CONTINUOUS LOAD = ((203+154)*1.25+180) = 626 VA = 5.219 AMPS AVERAGE 3 1 2 1 T-4214304 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421420 30+00 31+00 32+00 O H P O H P O H P O H P O H P F SERVICE CABINET TRAFFIC SIGNAL CABINET D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 E 1 . 2 0 . d w g | L a y o u t : 1 E 1 . 1 0 A PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 1 : 1 6 : 5 5 p m B y a a r o n k XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; X - P A R C E L - I N F O . d w g ; X - I T S _ K E N T . d w g ; X - D R _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 10'20' SCALE: 1" = 10' 0' 108TH AVE SE SE 1 8 6 T H S T (108TH-LINE) NEW SIGNAL SERVICE CABINET, SEE SIGNAL PLAN 1TS1.09 FOR DETAILS RENTON SEGMENT ELECTRICAL SITE PLAN 108TH AVE SE & SE 186TH ST 1E1.10A 305 A. KING S. XIA X. ZHANG SERVICE WIRING SCHEMATIC 3-#1 WIRING SCHEDULE RUN NO. CONDUIT SIZE SHELTER LIGHTS TECH PYLON GROUND SERVICE PULL TAPE REMARKS 1 2" PVC PSE SERVICE 3-#1 X SERVICE PANEL LOCATION: 108TH AVE SE AND SE 186TH ST 120/240 V 1 PHASE 3 WIRE 22K AIC POWER SOURCE: PSE SERVICE POLE #316235-166294 FAULT CURRENT: 5,000 AMPS 200 AMP MAIN BREAKER NO.AMP.POLES KVA CIRCUIT DESCRIPTION NO.AMP.POLES KVA CIRCUIT DESCRIPTION 1 40 1 2.23 HAWK SIGNAL 2 20 2 0.24 INTERSECTION LIGHTING (E) 3 20 2 0.15 PEDESTRIAN LIGHTING (C)4 20 2 0.08 PEDESTRIAN LIGHTING (D) 5 6 7 8 9 10 11 12 CONTINUOUS LOAD:2.70 TOTAL LOAD:3.42 SEE SIGNAL PLAN 1TS1.09 SEE LIGHTING PLAN 1L1.16 1 1 SEE SIGNAL PLAN 1TS1.09 SEE SIGNAL PLAN 1TS1.09 1.HAND DIGGING OR EXCAVATION BY VACTOR MAY BE REQUIRED FOR CONDUIT INSTALLATION IN AREAS WHERE EXISTING UNDERGROUND UTILITIES AND/OR TREE ROOTS ARE PRESENT. 2.SEE 1TS1.09 FOR SIGNAL PLANS AND DETAILS. GENERAL NOTES CONSTRUCTION NOTES TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. SERVICE POINT. COORDINATE WITH PSE ELECTRICAL SERVICE REPRESENTATIVE FOR SERVICE CONNECTION (SR# TO BE ISSUED AT A LATER DATE). 6 1 EX. PSE SERVICE POLE POLE #316235-166294 6 EX. PSE SERVICE POLE POLE #316235-166294 SEE SIGNAL PLAN 1TS1.09 T-4214305 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421421 52+00 53+00 OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP O H P O H P O H P O H P O H P O H P O H P O H POH P OH P OH P OHP OHP OHP OHP F STATION 57250 (IB) TIER 1 108TH AVE SE D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 E 1 . 2 0 . d w g | L a y o u t : 1 E 1 . 1 1 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 1 : 1 7 : 2 2 p m B y a a r o n k XR E F S : X - T O P O . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - L E G E N D . d w g ; X - R O W _ P R O P . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; X - P A R C E L - I N F O . d w g ; X - I T S _ K E N T . d w g ; X - D R _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 10'20' SCALE: 1" = 10' 0' RENTON SEGMENT ELECTRICAL SITE PLAN ID# 57250 1E1.11 306 A. KING S. XIA X. ZHANG METRO RAPIDRIDE SHELTERMETRO TECH PYLON 108TH AVE SE LOCATION MAP 107TH AVE SE SE 1 9 0 T H P L ELECTRICAL SERVICE SCHEMATIC #12-3TC, 2-#8, #8G #12-3TC 2-#8, #8G 2-#4 WIRING SCHEDULE RUN NO. CONDUIT SIZE SHELTER LIGHTS TECH PYLON GROUND SERVICE PULL TAPE REMARKS 1 2" RGS METRO SERVICE 2-#4 2 2" RGS METRO ELEC.#12-3TC 2-#8 #8G 3 3/4" RGS METRO ELEC.#12-3TC LABEL CONDUCTORS WITH "SHELTER LIGHTS" 4 1" RGS METRO ELEC.2-#8 #8G LABEL CONDUCTORS WITH "TECH PYLON" 5 1.5" PVC METRO ITS.1 SPARE 6 2" PVC METRO ITS.1 SPARE 7 PER PSE PER PSE PROVIDED BY PSE X 2 1 41 3 44 1.PSE WILL PROVIDE CONDUIT(S) FROM THE PRIMARY SERVICE POINT TO A SECONDARY SERVICE JUNCTION BOX FOR STATION SERVICE CONNECTIONS PRIOR TO I LINE RAPIDRIDE CONSTRUCTION. 2.HAND DIGGING OR EXCAVATION BY VACTOR MAY BE REQUIRED FOR CONDUIT INSTALLATION IN AREAS WHERE EXISTING UNDERGROUND UTILITIES AND/OR TREE ROOTS ARE PRESENT. 3.INSTALL SPARE CONNECTIONS FOR FUTURE METRO FIBER OPTIC COMMUNICATION TO THE STATION. 4.SEE 1S1.29 FOR STATION PLANS AND AMENITIES DETAILS. GENERAL NOTES CONSTRUCTION NOTES TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. PROVIDE AND INSTALL 60A, 120V METRO NON-METERED ELECTRICAL SERVICE PEDESTAL. SEE 1E2.01 FOR MOUNTING AND FOUNDATION DETAIL. THE FRONT DOOR OF THE CABINET SHALL BE ORIENTED AS SHOWN BY "F" ON THE PLANS. PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. LABEL JUNCTION BOX "METRO". SERVICE POINT. COORDINATE WITH PSE ELECTRICAL SERVICE REPRESENTATIVE FOR CONNECTION TO THE SECONDARY SERVICE JUNCTION BOX (SR# TO BE ISSUED AT A LATER DATE). 3 5 4 1 ITSELEC IB STATION PANEL: #______ VOLTAGE RATING: 120 VOLTS, 1 PHASE, 2 WIRE BUS RATING: 100 AMPS MAIN BREAKER: 60 AMPS FEED: BOTTOM FAULT CURRENT: 9,000 AMPS INTERRUPTING CAPACITY: 22,000 AMPS CIRCUIT DESCRIPTION VA CKT BRKR TECH PYLON 203 1 1/20 SHELTER LIGHTS 154 2 1/20 SPACE 3 SPACE 4 SPACE 5 SPACE 6 GFCI 180 7 1/20 CONNECTED LOAD = (203+154+180) = 537 VA = 4.475 AMPS AVERAGE CONTINUOUS LOAD = ((203+154)*1.25+180) = 626 VA = 5.219 AMPS AVERAGE SEE LIGHTING PLAN 1L1.17 51 6 1 3 1 7 EX. PSE SERVICE POLE POLE #316019-166284 5 7 PSE PROVIDED SECONDARY JB PSE PROVIDED SECONDARY JB F SE 1 9 2 N D S T PSE PROVIDED SECONDARY JB EX. PSE SERVICE POLE POLE #316019-166284 PER PSE PER PSE PSE PROVIDED SECONDARY JB 11 T-4214306 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421422 P B 14+00 15+00 16+00 C D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 E 1 . 3 0 . d w g | L a y o u t : 1 E 1 . 1 2 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 1 : 1 8 : 5 4 p m B y a a r o n k XR E F S : X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - T O P O . d w g ; X - L E G E N D . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - R O W _ P R O P . d w g ; X - E L _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - A L I G N . d w g ; X - P A R C E L - I N F O . d w g ; X - U T _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 10'20' SCALE: 1" = 10' 0' S GRADY WAY SH A T T U C K A V E S RELOCATED SIGNAL SERVICE CABINET, SEE SIGNAL PLAN 1TS1.02 FOR DETAILS RENTON SEGMENT ELECTRICAL SITE PLAN S GRADY WAY & SHATTUCK AVE S 1E1.12 307 A. KING S. XIA X. ZHANG SERVICE WIRING SCHEMATIC SERVICE CABINET TRAFFIC SIGNAL CABINET 3-#4/0 WIRING SCHEDULE RUN NO. CONDUIT SIZE SHELTER LIGHTS TECH PYLON GROUND SERVICE PULL TAPE REMARKS 1 3" PVC PSE SERVICE 3-#4/0 X SERVICE PANEL LOCATION: SHATTUCK AVE S & S GRADY WAY 120/240 V 1 PHASE 3 WIRE 22K AIC POWER SOURCE: PSE UNDGR XFMR VAULT #317523-165914 FAULT CURRENT: ______ AMPS 200 AMP MAIN BREAKER NO.AMP.POLES KVA CIRCUIT DESCRIPTION NO.AMP.POLES KVA CIRCUIT DESCRIPTION 1 40 1 2.67 TRAFFIC SIGNAL 2 20 2 0.36 INTERSECTION LIGHTING (E) 3 20 2 0.12 STREET LIGHTING (A)4 20 2 0.51 PEDESTRIAN LIGHTING (C) 5 20 2 0.48 PEDESTRIAN LIGHTING (D)6 7 8 9 10 11 12 CONTINUOUS LOAD:4.14 TOTAL LOAD:5.18 SEE SIGNAL PLAN 1TS1.02 SEE LIGHTING PLAN 1L1.02 SEE SIGNAL PLAN 1TS1.02 1 2 SEE SIGNAL PLAN 1TS1.02 SEE SIGNAL PLAN 1TS1.02 EX. PSE UNDGR XFMR VAULT VAULT #317523-165914 6 EX. PSE UNDGR XFMR VAULT VAULT #317523-165914 1.HAND DIGGING OR EXCAVATION BY VACTOR MAY BE REQUIRED FOR CONDUIT INSTALLATION IN AREAS WHERE EXISTING UNDERGROUND UTILITIES AND/OR TREE ROOTS ARE PRESENT. 2.SEE 1TS1.02 FOR SIGNAL PLANS AND DETAILS. GENERAL NOTES CONSTRUCTION NOTES BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY BORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. SERVICE POINT. COORDINATE WITH PSE ELECTRICAL SERVICE REPRESENTATIVE FOR SERVICE CONNECTION (SR# TO BE ISSUED AT A LATER DATE). 2 6 T-4214307 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421423 D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 E 2 . 0 1 . d w g | L a y o u t : 1 E 2 . 0 1 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 1 : 1 9 : 1 3 p m B y a a r o n k XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - L E G E N D . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT METRO POWER PEDESTAL DETAILS 1E2.01 308 A. KING A. KING X. ZHANG T-4214308 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 SCALE: POWER PEDESTAL DETAIL NTS 3 2W MAIN 60A SHELTER LIGHTING POWER PEDESTAL 120 VAC 20A 24 " M I N I M U M GRADE SERVICE CONDUIT LOAD CONDUITS CONCRETE FOUNDATION (CLASS 3000) 42 " (4)1 2"x6" WEDGE/KWIK BOLT 3" DEAD FRONT 12" LOADLINE8" 1'- 0 " 8"4" 1'-0" EDGE OF POWER PEDESTAL FOUNDATION 1" (TYP.)1" (TYP.) 45° 2" (TYP.)2" (TYP.) PLAN VIEW FRONT VIEW SIDE VIEW 1 20A GFCI 20A SPARE 20A SPARE 20A SPARE 20A SHELTER LIGHTING (TIER 1L STATION)/SPARE CKT #1 N G TECH PYLON20A CKT #2 CKT #3 CKT #4 CKT #5 CKT #6 CKT #7 1.ANCHOR BOLT SPACING PROVIDED BY MANUFACTURER. 2.SERVICE ENTRANCE CONDUIT SHALL BE 2 INCHES OR SMALLER AS REQUIRED BY SERVICE CONDUCTORS. GENERAL NOTES SCALE: ONE LINE DIAGRAM DETAIL NTS 4 4-#4 VERTICAL AND 3-#4 HORIZONTAL REBARS 2" 2" 1'-4" 2"2" FOUNDATION 1" CHAMFER GROUND ROD 3/4" X 120" COPPER-CLAD WITH GROUND CLAMP. A SECOND GROUND ROD SHALL BE INSTALLED A MINIMUM OF 8'-0" AWAY IN A GROUND ROD HANDHOLE AS PER CITY OF SEATTLE STANDARD PLAN NO 550b. COORDINATE WITH ELECTRICAL INSPECTOR FOR LOCATION. INSTALL 3/4" RGS CONDUIT WITH #6 GROUND CONDUCTOR BETWEEN CABINET FOUNDATION AND GROUND ROD HANDHOLE. 8" SCALE: POWER PEDESTAL DETAIL NTS 1 SCALE: POWER PEDESTAL DETAIL NTS 2 6/12/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421424 D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 E 2 . 0 1 . d w g | L a y o u t : 1 E 2 . 0 2 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 1 : 1 9 : 1 4 p m B y a a r o n k XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - L E G E N D . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT SHELTER LIGHTING POWER ENCLOSURE DETAILS 1E2.02 309 A. KING A. KING X. ZHANG T-4214309 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 SCALE: SHELTER LIGHT POWER - ELEVATION DETAIL NTS 1 SCALE: SHELTER LIGHT POWER ENCLOSURE - DETAIL DETAIL NTS 2 GENERAL NOTES: 1. SHELTER LIGHTS ARE OWNER FURNISHED AND CONTRACTOR INSTALLED. 2. SHELTER NEMA ENCLOSURE INCLUDING INTERNAL COMPONENTS ARE OWNER FURNISHED AND CONTRACTOR INSTALLED. 3. UL FIELD VERIFICATION CERTIFICATION OF THE ELECTRICAL INSTALLATIONS AT THE SHELTER AND TECH PYLON IS BY THE CONTRACTOR. SEE SPECIFICATIONS. 4. SEE SHEET 1E2.03 FOR SHELTER LIGHTING ENCLOSURE WIRING SCHEMATIC. 120V PHOTOCONTROL. INTERMATIC K4121C OR APPROVED EQUAL MALEABLE IRON COVER WITH 1/2" HUB FOR PHOTOCONTROL MOUNTING. APPLETON JBK-50 OR APPROVED EQUAL #12 AWG, XHHW, 2/C CABLE WITH GROUND, TYP. TO LIGHT FIXTURES CONDUIT SUPPORT, TYP 4" ROUND WEATHERPROOF MALLEABLE IRON JUNCTION BOX WITH MOUNTING LUGS SURFACE MOUNTED AT TOP OF CANOPY STRUCTURE . APPLETON JBX-75L OR APPROVED EQUAL. 24V DC CABLE TO SHELTER LIGHTING (LIGHT FIXTURES ARE OWNER FURNISHED, CONTRACTOR INSTALLED) GROUND BAR 4" SQUARE MEALLEABLE IRON WEATHERPROOF JUNCTION BOX FOR CANOPY 24V POWER CONNECTIONS TO CANOPY LIGHTING EXTEND INCOMING EQUIPMENT GROUND TO GROUND BAR #12 AWG, XHHW, 2/C CABLE WITH GROUND, TYP. TO LED DRIVERS 3/4" LFMC UP TO PHOTOCONTROL JUNCTION BOX AT CANOPY HEAVY DUTY 4-11/16" SQUARE BY 2-1/8" DEEP STEEL BOX WITH RAISED INDUSTRIAL 2-GANG DECOR COVER 120V DIMMING SWITCH, TYP. OF 2 (OWNER FURNISHED) ATTACH BOX TO ENCLOSURE VIA 3/4" WP RGS CONDUIT HUB 3/4" LFMC UP TO PHOTOCONTROL 12" X 18" X 4" NEMA 3R 1 1/2" PVC COMM CONDUIT. STUBBED AND CAPPED BONDING JUMPER EXOTHERMICALLY WELDED TO STRUCTURAL STEEL 24V DC POWER SUPPLY, TYP OF 3 (OWNER FURNISHED) #12 AWG, XHHW, 3/C CABLE WITH GROUND TO PHOTOCELL #12AWG EQUIPMENT GROUND, TYP STRAIN RELIEF CORD CONNECTOR, TYP.SHELTER LIGHTING POWER ENCLOSURE (OWNER FURNISHED, CONTRACTOR INSTALLED) 3/4" LFMC UP FROM CONDUIT STUB TO SHELTER LIGHTING POWER ENCLOSURE. 3/4" RGS POWER CONDUIT. ELECTRICAL POWER CONDUIT MUST BE CLOSEST TO WEBBING. SEE DETAIL 4 ON 3E2.04 3/4" LFMC UP TO MAP FRAME SEE SHELTER GROUNDING DETAILS ON 1E2.04 96W 24VDC LED DRIVER (QTRAN QZ) 24V DC POWER OUT 120V AC POWER IN 120V AC POWER IN 96W 24VDC LED DRIVER (QTRAN QZ) 24V DC POWER OUT 120V AC POWER IN 30W 24VDC LED DRIVER (QTRAN QZ) 24V DC POWER OUT 6/12/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421425 D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 E 2 . 0 1 . d w g | L a y o u t : 1 E 2 . 0 3 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 1 : 1 9 : 1 4 p m B y a a r o n k XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - L E G E N D . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT SHELTER LIGHTING ONE-LINE DIAGRAM DETAILS 1E2.03 310 A. KING A. KING X. ZHANG T-4214310 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 DRAWING NOTES: 1. UTILIZE WIRING COMPARTMENTS AT LED DRIVERS FOR WIRENUT SPLICING AS REQUIRED. 24V DC POWER TO SHELTER LIGHTING 120V AC WIRING COMPARTMENT, TYP. 120V AC DIMMER SWITCH, TYP. 24V DC LED DRIVER, TYP OF 3 NOTE 1 CONDUCTORS COILED IN 4-11/16" SQUARE BOX FOR FUTURE TRIP PLANNER 24V DC WIRING COMPARTMENT, TYP. PHOTOELECTRIC CONTROL SWITCH SHELTER LIGHTING POWER ENCLOSURE - SCHEMATIC SCALE: NTS 6/12/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421426 D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 E 2 . 0 1 . d w g | L a y o u t : 1 E 2 . 0 4 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 1 : 1 9 : 1 4 p m B y a a r o n k XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - L E G E N D . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT SHELTER GROUNDING DETAILS 1E2.04 311 A. KING A. KING X. ZHANG T-4214311 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 CONSTRUCTION NOTES CONDUIT SHALL BE INSTALLED AT LEAST 24" BELOW FINISHED GRADE. FOR SHELTER GROUNDING, TIE 25 FEET OF #4 19 STRANDED GREEN THHN COPPER GROUNDING ELECTRODE (STRIPPED OF JACKETING) TO THE SHELTER FOUNDATION REBARS WITH TIE WIRES. LEAVE 2 FEET AT THE END FOR ATTACHMENT TO THE GROUNDING LUG ON THE SHELTER LEG. SEE DETAIL 2. TO PROTECT THE GROUND WIRE UNTIL THE SHELTER IS INSTALLED, PLACE THE 2-FT END OF THE #4 COPPER ELECTRODE INTO THE 3 4" DIA RGS CONDUIT AS SHOWN IN DETAIL 3. SECURE 34" RGS CONDUIT IN PLACE. SEAL THE RGS CONDUIT/COUPLING WITH DUCT TAPE. CAP THE ASSEMBLY WITH A 3" PVC CAP AND FILL VOID WITH SPRAY-ON FOAM. TOP OF PVC CAP SHALL BE 14" BELOW THE FINISHED CONCRETE. THE #4 19 STRANDED GREEN THHN COPPER GROUND ELECTRODE SHALL BE ENCLOSED BY AT LEAST 2" OF CONCRETE IN ACCORDANCE WITH NEC 250.52(A)(3). SEE FOUNDATION DETAILS FOR EXACT LOCATION OF THE ELECTRICAL LEG FOR SPECIFIC SHELTER CONFIGURATIONS. PRIOR TO INSTALLING SHELTER, CHIP AWAY THE 14" CONCRETE COVER AND REMOVE THE PVC CAP, FOAM AND DUCT TAPE. THEN PULL OUT THE #4 COPPER ELECTRODE. CONNECT THE ELECTRODE TO THE SHELTER LEG VIA A GROUNDING LUG. TAKE EVERY PRECAUTION TO PROTECT THE GROUNDING WIRE AND NOT ALLOW DEBRIS TO ENTER THE CONDUITS. FILL THE VOID OF THE CHIPPED OUT CONCRETE WITH HIGH STRENGTH GROUT AFTER EXTENDING THE CONDUITS TO THE NEMA BOX. CONNECT THE #4 WIRE TO THE STAINLESS STEEL 38" STUD WITH A BURNDY YA4CTC38. CONTRACTOR SHALL CLEAN THREADS PRIOR TO INSTALLING THE #4 WIRE. 1 2 3 4 5 6 7 REBAR PER COL STRUCTURAL DRAWINGS COL (REAR) COL (FRONT) CO L BACK OF PLATFORM DOWNSPOUT CLADDING ASSEMBLY COLUMN AND GUSSET PLATES ANCHOR BOLTS AND NUTS ELECTRICAL CONDUIT COMM. CONDUIT BASE PLATE SCALE: DETAIL NTS 1 SHELTER FOOTING GROUNDING SCALE: DETAIL NTS 2 GROUNDING ELECTRODE SCALE: DETAIL NTS 3 BURIED CONDUIT AND GROUNDING ELECTRODE INTERNAL SHELTER LIGHTING SCALE: DETAIL NTS 4 6 2 4 CONNECT END OF GROUND WIRE TO REBAR WITH GROUND CLAMP BURNDY GAR644C-RB 5 12" X 18" X 4" NEMA 34 SHELTER LIGHTING POWER ENCLOSURE7 24 " M I N . NO T E 1 ELECTRICAL CONDUIT #4 STRANDED COPPER ELECTRODE 2 3 6 4 TO POWER PEDESTAL PVC CAP SEE DETAIL 1 FOR ROUTING THROUGH FOOTING FOAM FILL CONDUIT ENTRY LOCATION SHELTER COLUMN SEE DETAILS 3 AND 4 #4 AWG COPPER GROUNDING ELECTRODE CONDUCTOR (19 STRANDED BARE) ROUTED UNDER CONDUITS, BONDED TO SHELTER FOUNDATION REBAR AND SHELTER STRUCTURAL STEEL 6/12/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421427 D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 E 2 . 0 1 . d w g | L a y o u t : 1 E 2 . 0 5 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 1 : 1 9 : 1 6 p m B y a a r o n k XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - L E G E N D . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT WIRING DETAILS TECH PYLON W/ CRADELPOINT - SIDEVIEW 1E2.05 312 A. KING A. KING M. POWERS R ERSGEITE D T-4214312 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 EQUIPMENT SCHEDULE ITEM DESCRIPTION POWER SOURCE CABLE/POWER TYPE EQUIPMENT SUPPLIED BY EQUIPMENT INSTALLED BY A HUBBELL-RACO 942 3-GANG BOX METALLIC WELDED (OR APPROVED EQUAL) WITH 3-GANG MUD RING, STAINLESS STEEL DECORA COVER, AND TWO (2) GFCI 20A, 120V OUTLETS STATION ELECTRICAL SERVICE CONNECTION AC POWER CONTRACTOR CONTRACTOR B PHOTO-ELECTRIC SENSOR, STEM MOUNT, INTERMATIC K4121C (OR APPROVED EQUAL) GFCI OUTLET, 20A 120VAC (DIRECT CONNECT) AC POWER CONTRACTOR CONTRACTOR C LED POWER SUPPLY, 60W AC POWER, DC POWER SHELTER MANUFACTURER CONTRACTOR D LED POWER SUPPLY, 30W AC POWER, DC POWER SHELTER MANUFACTURER CONTRACTOR E LED DIMMER AC POWER SHELTER MANUFACTURER CONTRACTOR F TEMPERATURE CONTROLLER DIN POWER SUPPLY, 120W 24VDC/5A DC POWER SHELTER MANUFACTURER SHELTER MANUFACTURER G DIN POWER SUPPLY, 120W 24VDC/5A (FOR CRADLEPOINT, BLACK BOX EDGE SWITCH & TEMP CONTROL) GFCI OUTLET, 20A, 120VAC AC POWER, DC POWER METRO CONTRACTOR H DIN POWER SUPPLY, 120W 12VDC/10A (FOR RTIS, PUSH TO TALK BUTTON, & FALCON PTT BOX)AC POWER, DC POWER METRO CONTRACTOR I SAFTP (NG-ORCA VALIDATOR)Y-CABLE W/ D-SUB CONNECTOR/AC POWER METRO CONTRACTOR J MALLEABLE IRON COVER WITH 1/2-INCH HUB N/A N/A CONTRACTOR CONTRACTOR K 4" ROUND WEATHERPROOF MALLEABLE IRON JUNCTION BOX N/A N/A CONTRACTOR CONTRACTOR L PANDUIT WIRING DUCT AND COVER, TYPE G, WIDE SLOT, PVC, GRAY N/A N/A CONTRACTOR CONTRACTOR G1 BLACK BOX EDGE SWITCH, INSIGHT LGH008A DIN POWER SUPPLY, 120W 24VDC/5A DC POWER, CAT5E METRO CONTRACTOR G2 CRADLEPOINT, IBR 900-600M DC POWER, ANTENNA CABLE (COAX), CAT5E METRO CONTRACTOR H1 REAL TIME INFORMATION SIGN (x2) DIN POWER SUPPLY, 120W 12VDC/10A CAT5E/DC POWER METRO CONTRACTOR H2 PUSH TO TALK BUTTON DC POWER, AUDIO CABLE METRO CONTRACTOR H3 FALCON PTT BOX, CONNECTPOINT DC POWER METRO CONTRACTOR I1*Y-SPLIT, INIT POWERSPLIT DEVICE SAFTP (NG-ORCA VALIDATOR) DB CONNECTION CABLE METRO CONTRACTOR I2*Y-CON CONNECTOR, YAMAICHI Y-CONPLUG-41 + Y-CONCOVER-10-B SAFTP Y-CABLE/RJ-45 METRO CONTRACTOR I3*25W AC/DC POWER CONVERTER, MEANWELL LPF-25-24 SAFTP Y-CABLE/AC POWER METRO CONTRACTOR G2A ANTENNA, 5 PORT GNSS, MULTIBAND LOW PROFILE, PCTEL CRADLEPOINT, IBR 900-600M COAX METRO CONTRACTOR H3A ANTENNA, FALCON PTT BOX, CONNECTPOINT FALCON PTT BOX, CONNECTPOINT ANTENNA CABLE (COAX)METRO CONTRACTOR H3B HORN SPEAKER, GRAINGER SPC5P (OR APPROVED EQUAL)DC POWER, AUDIO CABLE CONTACTOR CONTRACTOR X 3' - 6 " H2 1 G1 1-12" LFMC 12" LFMC (TYP.) 1'- 5 18" 11-3 4" 1' - 1 29 50" G H C 3" 11 - 34" E L I2 I3 A H3B DB15 CONNECTOR CABLE F I1 1- 3 4" H3 7- 12" 1" 6 G2 M8 CABLE I G2A 11 2 2 H3A (SEE DETAIL TO RIGHT) B K J 1" LFMC FOR POWER (CONTINUOUS TO 3-GANG BOX WITHIN NEMA) 2" LFMC FOR COMMUNICATION 3 1.5" LFMC TO SHELTER (ONLY INCLUDE IF 2ND SHELTER AT ZONE) ILLUMINATED SIGN (x2) (SHELTER MANUFACTURER FURNISHED) 1.5" LFMC TO SHELTER 14" 18" MIN. SEPARATION ETHERNET DC POWER AC POWER AUDIO CABLE SAFTP Y CABLE LEGEND NOTE: ALL DEVICES WITHIN TECH PYLON MUST BE UL LISTED. *ONLY INCLUDE NG-ORCA EQUIPMENT AT LOCATIONS WHERE INDICATED IN THE STATION SCHEDULE ON DRAWING 1E2.06. GENERAL NOTES 1.SEE DWG 3E2.06 FOR STATION SCHEDULE. 2.ALL HARDWARE, SCREWS AND FASTENERS SHALL BE STAINLESS STEEL. 3.THE CONTRACTOR SHALL INSTALL EQUIPMENT WITHIN ONE NEMA BOX AND HAVE METRO'S PROJECT REPRESENTATIVE REVIEW AND APPROVE THE ASSEMBLY PRIOR TO COMPLETING THE REMAINING INSTALLATIONS. COORDINATE WITH METRO'S PROJECT REPRESENTATIVE FOR REVIEW AND APPROVAL OF EQUIPMENT LOCATIONS INCLUDING LOCATION OF PHOTO-ELECTRIC SENSOR AND ANTENNA ATTACHMENTS TO THE TECH PYLON PRIOR TO DRILLING INTO THE TECH PYLON CLADDING. WIRE PHOTOCONTROL IN 3-GANG BOX. FURNISH AND MOUNT CONDUIT SUPPORT BRACING TO TECH PYLON SUPPORT RING. INSTALL DRIP LOOP AND NEATLY COIL SLACK CABLE. FURNISH AND INSTALL U CHANNEL TO BACKPLATE FOR INSTALLATION OF THE 3-GANG BOX. SEE U CHANNEL DETAIL ON 1E2.08. FURNISH AND INSTALL 8" UTILITY SHELF. SEE DETAIL ON 1E2.09. FURNISH AND INSTALL 7" UTILITY SHELF. SEE DETAIL ON 1E2.09. FURNISH AND INSTALL 35 X 7.5 MM DIN RAIL. GROUND ELECTRICAL COMPONENTS WITHIN NEMA BOX TO GROUND STUD WITHIN NEMA ENCLOSURE. 1 2 3 NEMA BOX (SHELTER MANUFACTURER PROVIDED, CONTRACTOR INSTALLED) 4 (MOUNT HORN SPEAKER TO NEMA BOX SUPPORT BRACKET. VERIFY MOUNTING LOCATION WITH PROJECT REPRESENTATIVE PRIOR TO INSTALLATION) H1 DECORATIVE LIGHT (SHELTER MANUFACTURER FURNISHED) 5 6 7 ANTENNA CABLE (COAX) 7 7 5 5 4- 12" ALL LINE VOLTAGE SHALL BE SEPARATED FROM LOW VOLTAGE IN PANDUIT AS SHOWN. USE CABLE TIES TO NEATLY INSTALL WITHIN NEMA D CONSTRUCTION NOTES SCALE: NTS SCALE: NTS 8 6/12/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421428 D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 E 2 . 0 1 . d w g | L a y o u t : 1 E 2 . 0 6 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 1 : 1 9 : 1 7 p m B y a a r o n k XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - L E G E N D . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT WIRING DETAILS TECH PYLON W/ CRADLEPOINT - BACK VIEW 1E2.06 313 A. KING A. KING M. POWERS SHEET # 1E1.01 ZONE LOCATION STATION SCHEDULE 1E1.02 1E1.03 59841 55936 59949 S GRADY WAY & TALBOT RD S (IB) S GRADY WAY & TALBOT RD S (OB) TALBOT RD S & S CARR RD (OB) 1E1.04 60361 TALBOT RD S & S CARR RD (IB) 1E1.05 60321 105TH PL SE & SE CARR RD (IB) 1E1.06 59391 105TH PL SE & SE CARR RD (OB) 1E1.07 60322 SE 180TH ST & 108TH AVE SE (IB) 1E1.08 60323 SE 180TH ST & 108TH AVE SE (OB) 1E1.09 57300 108TH AVE SE & SE 186TH ST (OB) 1E1.10 57260 108TH AVE SE & SE 186TH ST (IB) 1E1.11 57250 108TH AVE SE & SE 192ND ST (IB) R ERSGEITE D NG-ORCA VALIDATOR X X T-4214313 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 2 2 K B G2A GENERAL NOTES 1.SEE DWG 1E2.05 FOR EQUIPMENT SCHEDULE AND CONSTRUCTION NOTES. C I 11- 2140" G2 3' - 6 " MULTIPOINT LOCKING SYSTEM H2 A I3 H3B 2-14" 10" F H3 ALUMINUM UTILITY SHELF (8" X 6" X 1") NEMA BOX ALUMINUM UTILITY SHELF (7" X 6" X 1") ALUMINUM UTILITY SHELF (8" X 6" X 1") 4 NEMA SUPPORT BRACKET NEMA BOX BACK PLATE J DIN RAIL G DIN RAIL (7" LENGTH HORIZONTAL MOUNT) (3.5" LENGTH VERTICAL MOUNT) GROUND STUD ON INSIDE OF NEMA BOX 8 6/12/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421429 D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 E 2 . 0 1 . d w g | L a y o u t : 1 E 2 . 0 7 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 1 : 1 9 : 1 8 p m B y a a r o n k XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - L E G E N D . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT NEMA BOX CONDUIT CONNECTIONS 1E2.07 314 A. KING A. KING M. POWERS R ERSGEITE D T-4214314 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 TOP EXTERIOR VIEW BOTTOM EXTERIOR VIEW FRONT OF NEMA 1- 7 8" 3- 3 4" FRONT OF NEMA2"2-3 8"2-3 8"2"1-1 2"1-1 2" HINGE HINGE SIZE OPENING TO ACCEPT LFMC CONNECTOR FOR 1.5" CONDUIT (FOR SHELTER) SIZE OPENING TO ACCEPT LFMC CONNECTOR FOR 1.5" CONDUIT (FOR 2ND SHELTER IF APPLICABLE) SIZE OPENING TO ACCEPT LFMC CONNECTOR FOR 2" CONDUIT (FOR FUTURE FIBER) SIZE OPENING TO ACCEPT LFMC CONNECTOR FOR 1" CONDUIT (FOR POWER) SIZE OPENING TO ACCEPT LFMC CONNECTOR FOR 12" CONDUIT (FOR RTIS-POWER) SIZE OPENING TO ACCEPT LFMC CONNECTOR FOR 12" CONDUIT (FOR RR LIGHTING) SIZE OPENING TO ACCEPT LFMC CONNECTOR FOR 12" CONDUIT (FOR DECORATIVE LIGHTING) SIZE OPENING TO ACCEPT LFMC CONNECTOR FOR 12" CONDUIT (FOR PHOTOCONTROL) SIZE OPENING TO ACCEPT LFMC CONNECTOR FOR 12" CONDUIT (FOR RR LIGHTING) SIZE OPENING TO ACCEPT LFMC CONNECTOR FOR 12" CONDUIT (FOR RTIS-COMM) SIZE OPENING TO ACCEPT LFMC CONNECTOR FOR 1-12" CONDUIT (FOR CRADLEPOINT ANTENNA) SIZE OPENING TO ACCEPT LFMC CONNECTOR FOR 12" CONDUIT (FOR FALCON ANTENNA) SIZE OPENING TO ACCEPT LFMC CONNECTOR FOR 12" CONDUIT (FOR RTIS-COMM) 3-GANG BOX KO (TYP.) SIZE OPENING TO ACCEPT 34" GROMMET (FOR PTT & HORN SPEAKER) 3-GANG BOX W/ MUD RING & DECORA COVER SIZE OPENING TO ACCEPT 34" GROMMET (FOR SAFTP) 2- 1 2" 6- 3 4" 6- 15 16 " 7- 1 2" 1- 1 2" 1-1 2" 4-1 4" 6-3 8" 7-1 8" 7-1 4" 3-1 2" DOOR 4" 3- 5 8" 3" NEMA BOX SUPPORT BRACKET OBSTRUCTION AREA SCALE: NEMA BOX DETAIL NTS 1 --SCALE: NEMA BOX DETAIL NTS 2 -- 6/12/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421430 D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 E 2 . 0 1 . d w g | L a y o u t : 1 E 2 . 0 8 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 1 : 1 9 : 1 9 p m B y a a r o n k XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - L E G E N D . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT NEMA BOX - U CHANNEL (3-GANG) DETAILS 1E2.08 315 A. KING A. KING M. POWERS R ERSGEITE D T-4214315 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 ISOMETRIC VIEW U CHANNEL TOP VIEW U CHANNEL 4- 12" 5-12" 516" DIA. (TYP.) 1" 5-12" 1- 14" 4-1 2" 14"12" SCALE: DETAIL NTS 1 --SCALE: DETAIL NTS 2 -- GENERAL NOTES 1.MATERIAL: 8 GAUGE ALUMINUM 2.U-CHANNEL TO BE SCREWED OR BOLTED TO THE BACK PLATE. ALL FASTENERS AND HARDWARE SHALL BE STAINLESS STEEL. 6/12/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421431 D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 E 2 . 0 1 . d w g | L a y o u t : 1 E 2 . 0 9 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 1 : 1 9 : 2 0 p m B y a a r o n k XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - L E G E N D . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT NEMA BOX - UTILITY SHELVES DETAILS 1E2.09 316 A. KING A. KING M. POWERS R ERSGEITE D TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 ISOMETRIC VIEW 7" UTILITY SHELF (7" X 6" X 1") GENERAL NOTES 1.MATERIAL: 8 GAUGE ALUMINUM 2.SHELVES TO BE SCREWED OR BOLTED TO THE BACK PLATE. ALL FASTENERS AND HARDWARE SHALL BE STAINLESS STEEL. 516" DIA. (TYP.) 1" 6" 7" 1- 1 2" 8" ISOMETRIC VIEW 8" UTILITY SHELF (8" X 6" X 1") 516" DIA. (TYP.) 1" 6" 1- 1 2" 12" 12" SCALE: DETAIL NTS 1 --SCALE: DETAIL NTS 2 -- T-4214316 6/12/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421432 D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 E 2 . 0 1 . d w g | L a y o u t : 1 E 2 . 1 0 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 1 : 1 9 : 2 1 p m B y a a r o n k XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - L E G E N D . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT TECH PYLON GROUNDING DETAILS 1E2.10 317 A. KING A. KING X. ZHANG TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 CONDUIT ENTRY LOCATION TECH PYLON 6" 5-15 16" MAIN BASE PLATE BEAM 1.5" COMM 1.5" COMM 1" EL 2" COMM FTG & CHANNEL HOLE BACK OF CHANNEL TECH PYLON FOOTING GROUNDING REBAR PER STRUCTURAL DRAWINGS FTG GROUNDING ELECTRODE TECH PYLON FOUNDATION STRUCTURAL STEEL GROUND LUG 6 24 " M I N . NO T E 1 #4 STRANDED COPPER ELECTRODE 2 3 5 BURIED CONDUIT AND GROUNDING ELECTRODE TECH PYLON 4 PVC CAP FOAM FILL ELECTRICAL CONDUIT TO POWER PEDESTAL SEE DETAIL 1 FOR ROUTING THROUGH FOOTING CONSTRUCTION NOTES CONDUIT SHALL BE INSTALLED AT LEAST 24" BELOW FINISHED GRADE. FOR TECH PYLON GROUNDING, TIE 25 FEET OF #4 19 STRANDED GREEN THHN COPPER GROUNDING ELECTRODE (STRIPPED OF JACKETING) TO THE TECH PYLON FOUNDATION REBARS WITH TIE WIRES. LEAVE 2 FEET AT THE END FOR ATTACHMENT TO THE GROUNDING LUG ON THE TECH PYLON LEG. SEE DETAIL 2. TO PROTECT THE GROUND WIRE UNTIL THE SHELTER IS INSTALLED, PLACE THE 2 FT END OF THE #4 STRANDED BARE COPPER ELECTRODE INTO 1" RGS ELECTRICAL CONDUIT AS SHOWN IN DETAIL 3. SECURE 1" RGS COUPLING IN PLACE. SEAL THE RGS CONDUIT/COUPLING WITH DUCT TAPE. CAP THE ASSEMBLY WITH A 3" PVC CAP AND FILL VOID WITH SPRAY-ON FOAM. TOP OF PVC CAP SHALL BE 14" BELOW THE FINISHED CONCRETE GRADE. THE #4 STRANDED BARE COPPER GROUND ELECTRODE SHALL BE ENCLOSED BY AT LEAST 2" OF CONCRETE IN ACCORDANCE WITH NEC 250.52(A)(3) AND INSTALLED TO THE BOTTOM OF THE REBAR MAT. PRIOR TO INSTALLING TECH PYLON, CHIP AWAY THE 14" CONCRETE COVER AND REMOVE THE 3" PVC CAP, FOAM, AND ANTI-CORROSION TAPE. THEN PULL OUT THE #4 COPPER ELECTRODE. CONNECT THE ELECTRODE TO THE GROUNDING LUG INSIDE THE TECH PYLON LEG. TAKE EVERY PRECAUTION TO PROTECT THE GROUNDING WIRE AND NOT ALLOW DEBRIS TO ENTER CONDUITS. FILL THE VOID OF THE CHIPPED OUT CONCRETE WITH HIGH STRENGTH GROUT AFTER EXTENDING THE CONDUITS TO THE NEMA BOX INSIDE THE TECH PYLON. CONNECT THE #4 WIRE TO THE STAINLESS STEEL 38" STUD WITH A BURNDY YA4CTC38 (OR APPROVED EQUAL). CONTRACTOR SHALL CLEAN THREADS PRIOR TO INSTALLING THE #4 WIRE. CONNECT END OF GROUND WIRE TO REBAR WITH GROUND CLAMP BURNDY GAR644C-RB (OR APPROVED EQUAL). 1 2 3 4 5 CONDUIT SCHEDULE CONDUIT CONNECTION 1" RGS ELECTRICAL TO POWER PEDESTAL 1.5" PVC COMMUNICATION TO SHELTER 1.5" PVC COMMUNICATION TO SHELTER #2 (IF 2 SHELTERS AT ZONE) 2" PVC COMMUNICATION TO COMMUNICATIONS JUNCTION BOX 5 6 SCALE: DETAIL NTS 1 -- SCALE: DETAIL NTS 2 --SCALE: DETAIL NTS 3 --SCALE: DETAIL NTS 4 -- GROUNDING LUG 7 #4 STRANDED COPPER ELECTRODE 2 4 7 #4 STRANDED COPPER ELECTRODE T-4214317 6/12/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421433 AU D I O AUDIO INPUTSAFTP Y OUTPUT SA F T P Y SAFTP Y OUTPUT DC INPUT ETHERNET INPUT ET H E R N E T SA F T P Y +- 24 V D C ET H E R N E T IN P U T ET H E R N E T OU T P U T H AC IN P U T N G DC OU T P U T DC INPUT WIFI CONNECTORETHERNET ANTENNA CONNECTOR GPS CONNECTOR WIFI CONNECTOR ANTENNA CONNECTOR ET H E R N E T +- 24 V D C CO A X CO A X CO A X DC + IN P U T DC - IN P U T DC + - 24 V DC OK GR O U N D AC NE U T R A L AC LI V E N H G DC - IN P U T - 12 V DC GR O U N D AC NE U T R A L AC LI V E N H G DC - IN P U T DC + IN P U T DC + IN P U T AU D I O IN P U T AU D I O OU T P U T (S O U N D ) ETHERNET PORT 1 ET H E R N E T ETHERNET PORT 3 ETHERNET PORT 5 ETHERNET PORT 7 ETHERNET PORT 2 ETHERNET PORT 4 ETHERNET PORT 6 ETHERNET PORT 8 DC IN P U T DC IN P U T GR O U N D G ET H E R N E T ET H E R N E T ET H E R N E T + - 24 V DC DC INPUT PTT BUTTON INPUT SPEAKER OUTPUT ANTENNA INPUT AU D I O +- 12 V D C AU D I O CO A X AC INPUT DIM AC O U T P U T H N G + AC INPUTDC OUTPUT 24 V D C - 24 V D C G AN T E N N A LU M E N I N P U T AC IN P U T AN T E N N A DC + IN P U T G H N 12 0 V A C FR O M P O W E R PE D E S T A L F O R TE C H P Y L O N EL E C T R O N I C S + - 24 V DC ET H E R N E T ET H E R N E T NH GNH - DC IN P U T FA N + - 24 V DC AU D I O - 12 V DC + 12 V DC AC OU T P U T DI S P L A Y ET H E R N E T IN P U T CO A X ET H E R N E T COAX LI G H T DC IN P U T DC IN P U T + - 12 VDC + - 24 V DC N H G N H G LE D S I G N DC IN P U T + - 24 V DC LE D S I G N DC IN P U T + - 24 V DC + 12 V DC + - 24 V DC + 24 V DC PORT 1 PORT 2 CO A X CO A X DI S P L A Y ET H E R N E T IN P U T DC IN P U T ET H E R N E T + - 12 V DC DC - IN P U T 24 V DC + AC INPUT DC OUTPUT 24 V D C - 24 V D C G N H D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 E 2 . 0 1 . d w g | L a y o u t : 1 E 2 . 1 1 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 1 : 1 9 : 2 2 p m B y a a r o n k XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - L E G E N D . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT TECH PYLON ONE-LINE DIAGRAM DETAILS 1E2.11 318 A. KING A. KING X. ZHANG T-4214318 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 SAFTP 25W AC/DC POWER CONVERTER MEANWELL LPF-25-24 SAFTP VALIDATOR PUSH TO TALK BUTTON SIGNAL SPLITTER CRADLEPOINT IBR 900-600M ETHERNET EDGE SWITCH SAFTP ETHERNET-RJ45 PLUG CONNECTOR POWER SUPPLY 120W 24 VDC/5A POWER SUPPLY 120W 12VDC/10A LED DIMMER LED POWER DRIVER 60W PHOTO-ELECTIC SENSOR DECORATIVE LIGHT REAL TIME INFORMATION SIGN FAN TEMPERATURE CONTROLLERHORN SPEAKER FALCON PTT BOX RAPIDRIDE SIGN RAPIDRIDE SIGN CRADLEPOINT ANTENNA FALCON ANTENNA 120V AC WIRING COMPARTMENT, TYP. REAL TIME INFORMATION SIGN CONNECTED VIA GFCI OUTLET LED POWER DRIVER 30W CRADLEPOINT ANTENNA CABLES (5 COAX) CONNECTED VIA GFCI OUTLET CONNECTED VIA GFCI OUTLET CONNECTED VIA GFCI OUTLET CONNECTED VIA PHOTO-ELECTRIC SENSOR 6/12/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421434 C: \ B e n t l e y \ p r o j e c t w i s e \ d 0 6 0 1 3 8 9 \ 1 I 1 . 0 1 . d w g | L a y o u t : 1 I 1 . 0 0 PL O T T E D : F e b 0 6 , 2 0 2 6 - 0 1 : 3 6 : 1 0 p m B y a a r o n k XR E F S : X - T O P O . d w g ; X - L E G E N D . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - I T S _ R E N T O N - E X . d w g ; X - R D W Y _ R E N T O N . d w g ; C o s t E s t i m a t e S t a t i o n L i m i t s . d w g ; X - P A R C E L - I N F O . d w g ; X - U T _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE MARCH 2025G. FRANCO 1134237 KC001396 473 R ERSGEITE D K. CHANG YUEN ISSUE FOR CONSTRUCTION MARCH 2025 RENTON SEGMENT INTERCONNECT GENERAL NOTES AND LEGEND 1I1.00 319 M. POWERS A. KING S. RAHMAN CONSTRUCTION NOTES 1 REMOVE EXISTING JUNCTION BOX REMOVE EXISTING SMALL CABLE VAULT AFTER EXISTING FIBER HAS BEEN REMOVED AND REINSTALLED THROUGH NEW CONDUIT PATHWAY. INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. INSTALL SMALL CABLE VAULT PER WSDOT STANDARD PLAN J-90.21.02. TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. INSTALL CONDUIT(S) TO EXISTING JUNCTION BOX. INTERCEPT EXISTING CONDUIT AND EXTEND TO NEW JUNCTION BOX. SPLICE FIBERS TO PRE-TERMINATED PIGTAIL IN THE EXISTING FIBER PATCH PANEL BY CORRESPONDING COLOR/NUMBER. SPLICE FIBERS TO PRE-TERMINATED PIGTAIL IN THE NEW FIBER PATCH PANEL BY CORRESPONDING COLOR/NUMBER. CUT EXISTING 2-12CT FIBER LATERAL CABLES FROM EXISTING FIBER TRUNK AND CUT EXISTING FIBER TRUNK. PULL BACK EXISTING LATERALS INTO SIGNAL CABINET AND PULL BACK EXISTING TRUNK WEST TO NEW TYPE 8 JUNCTION BOX FOR REINSTALLATION. ABANDON EXISTING FIBER EAST TO GRADY/TALBOT. INSTALL SMALL OPEN BOTTOM CABLE VAULT PER DETAILS ON DRAWING 1I2.10. INSTALL ETHERNET SWITCH IN THE SIGNAL CABINET. PATCH FIBERS TO SWITCH PER DETAILS ON DRAWING 1I2.02. CUT EXISTING 2-12CT FIBER LATERAL CABLES FROM EXISTING FIBER TRUNK. INSTALL TYPE 8 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.30-04. INSTALL ONE 3" PVC CONDUIT RISER ON EXISTING UTILITY POLE. SEE DETAILS ON DRAWING 1I2.12. SEE POLE SCHEDULE ON DRAWING 1I2.13 FOR HEIGHT OF RISER. INSTALL NEW MESSENGER CABLE TO EXISTING UTILITY POLE AT HEIGHT SPECIFIED ON THE POLE SCHEDULE ON DRAWING 1I2.13. ATTACH NEW AERIAL FIBER OPTIC CABLE TO MESSENGER BY LASHING. SEE DETAILS ON DRAWING 1I2.12. BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY CORING OPERATIONS BACK TO PRECONSTRUCTION CONDITIONS. WSDOT TO REMOVE AND REINSTALL THE EXISTING 12-CT WSDOT FIBER FROM THE WSDOT FIBER VAULT ON THE SW CORNER OF TALBOT RD S AND S RENTON VILLAGE PL TO THE EXISTING CABLE VAULT IN THE LANDSCAPING NEAR TRITON TOWER PARKING LOT. SPLICE FIBERS ACCORDING TO FIBER OPTIC SPLICE DIAGRAM 1I2.03-1I2.09. COIL SLACK FIBERS IN THE VAULT ACCORDING TO QUANTITIES SHOWN IN THE FIBER ROUTE SCHEMATIC ON DRAWING 1I2.01-1I2.02. 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 COIL SLACK FIBER IN THE VAULT ACCORDING TO QUANTITIES SHOWN IN THE FIBER ROUTE SCHEMATIC ON DRAWING 1I2.01-1I2.02.23 25 DISCONNECT EXISTING 1-36CT SMFO FROM EXISTING TRAFFIC SIGNAL AND PULL BACK TO NEW SMALL CABLE VAULT THROUGH NEW CONDUIT FOR SPLICING.26 24 SEATTLE IT TO PULL BACK EXISTING 1-288CT SDOT FIBER FROM THE EXISTING TALBOT RD S/S RENTON VILLAGE PL FIBER VAULT TO THE EXISTING TALBOT ROAD S/S 7TH ST FIBER VAULT. SEATTLE IT TO REINSTALL THE 1-288CT SDOT FIBER CABLE THROUGH EXISTING AND NEW CONDUIT ROUTE. ITS GENERAL NOTES 1.CONTACT THE CITY OF RENTON TRANSPORTATION MAINTENANCE MANAGER ERIC CUTSHALL AT (425) 430-7423 TO COORDINATE ACCESS INTO TRAFFIC SIGNAL CONTROLLER CABINETS. 2.SLACK CABLE FOR FIBER TERMINATIONS SHALL NOT BE STORED IN THE TRAFFIC SIGNAL CONTROLLER CABINET. SLACK CABLE SHALL BE COILED IN THE VAULT INDICATED ON THE PLANS. SEE FIBER ROUTE SCHEMATIC DRAWINGS 1I2.01-02 FOR QUANTITIES OF CABLE TO BE STORED IN EACH VAULT. 3.AT LEAST TWO LOOPS OF FIBER CABLE SHALL BE STORED IN ALL JUNCTION BOXES WHERE AN EXACT AMOUNT OF SLACK IS NOT IDENTIFIED. 4.ALL CABLES INSTALLED BY THE CONTRACTOR SHALL BE LABELED IN EACH JUNCTION BOX, VAULT, AND TRAFFIC SIGNAL CONTROLLER CABINET. 5.ANY EXISTING PULL ROPE OR PULL TAPE USED FOR THE INSTALLATION OF NEW CABLING SHALL BE REPLACED WITH A NEW PULL TAPE OF THE TYPE DESCRIBED IN THE SPECIFICATIONS. 6.CONTRACTOR SHALL LOCATE AND MARK ALL EXISTING UTILITIES IN THE FIELD BEFORE PERFORMING ANY UNDERGROUND WORK. CARE SHALL BE EXERCISED WHEN EXCAVATING, TRENCHING OR BORING NEAR EXISTING UTILITIES. 7.ALL CONDUIT ROUTES SHOWN IN THE PLANS ARE TO BE FIELD VERIFIED. CONDUIT ROUTES AND JUNCTION BOX PLACEMENT IS SCHEMATIC. PULL BACK EXISTING 1-48CT FIBER FROM THE EXISTING SPLICE POINT AND REINSTALL THROUGH EXISTING CONDUIT AND NEW INTERCEPTED CONDUIT TO THE EAST TO THE NEW CABLE VAULT AT THE GRADY/LAKE INTERSECTION. REPLACE EXISTING TRAFFIC SIGNAL CONTROLLER. SEE SPECIFICATIONS FOR CONTROLLER TYPE. CUT EXISTING 1-36CT SMFO FROM EXISTING ITS PULL BOX AND AND REMOVE THE EXISTING 1-36CT SMFO FROM HERE TO THE 106TH TRAFFIC SIGNAL CABINET. INSTALL FIBER SPLICE CASE AND SPLICE FIBERS ACCORDING TO FIBER OPTIC SPLICE DIAGRAM 1I2.03-1I2.09. COIL SLACK FIBERS IN THE VAULT ACCORDING TO QUANTITIES SHOWN IN THE FIBER ROUTE SCHEMATIC ON DRAWING 1I2.01-1I2.02. DISCONNECT AND REMOVE EXISTING 1-36CT SMFO FROM EXISTING TRAFFIC SIGNAL. PULL BACK EXISTING 1-25PR COPPER INTERCONNECT INTO THE NEW TYPE 8 JUNCTION BOX AND REINSTALL TO WEST THROUGH EXISTING AND NEW CONDUIT ROUTE . 27 DISCONNECT EXISTING COPPER SPLICE IN JUNCTION BOX AND REMOVE THE EXISTING 1-6PR TO THE SIGNAL CABINET. SPLICE THE NEW 1-6PR FROM THE SIGNAL CABINET WITH THE EXISTING 1-25PR TO NORTH AND THE EXISTING 1-25PR TO EAST IN THE JUNCTION BOX. COORDINATE WITH CITY OF RENTON FOR COPPER SPLICING. 28 REMOVE EXISTING JUNCTION BOX AND ABANDON EXISTING CONDUITS AFTER EXISTING 48-CT SMFO CABLE HAS BEEN REMOVED AND REINSTALLED THROUGH NEW ITS PATHWAY BETWEEN NEW CABLE VAULT AT S GRADY WAY/LAKE AVE S AND NEW CABLE VAULT AT S GRADY WAY/TALBOT RD S. 29 30 ADJUST JUNCTION BOX TO GRADE. REMOVE EXISTING JUNCTION BOX AND ABANDON EXISTING CONDUITS AFTER THE EXISTING 288-CT SMFO CABLE HAS BEEN REMOVED AND REINSTALLED BY SEATTLE IT AND THE EXISTING 12-CT SMFO CABLE HAS BEEN REMOVED AND REINSTALLED BY WSDOT THROUGH THE NEW ITS PATHWAY BETWEEN TALBOT RD S/S 7TH ST FIBER VAULT AND TALBOT RD S/S RENTON VILLAGE PL FIBER VAULT. 31 T-4214319 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 RIGHT-OF-WAY PROPERTY LINE FENCE FIRE HYDRANTS UTILITY POLE ANCHOR UTILITY POLE POWER VAULT LUMINAIRE POLE (TIMBER) JUNCTION BOX - TYPES 1, 2/4 AND 3/8 TRAFFIC SIGNAL POLE WITH LUMINAIRE ELECTRICAL SERVICE CABINET TRAFFIC SIGNAL POLE TRAFFIC SIGNAL CABINET CONDUIT CONSTRUCTION NOTE PULL BOX EXISTING PROPOSED DESCRIPTION SMALL CABLE VAULT WIRE NOTE VEHICLE SIGNAL HEAD PEDESTRIAN SIGNAL HEAD OPTICOM EVP DETECTOR TRAFFIC SIGN MANHOLE C AERIAL FIBER OPTIC AFO LEGEND X X SPLICE LATERAL CABLES TO PRE-TERMINATED PIGTAIL IN THE NEW FIBER PATCH PANELS IN THE UPPER AND LOWER COMPARTMENTS OF THE TRAFFIC SIGNAL CABINET (ACCORDING TO SPLICE DETAILS) BY CORRESPONDING COLOR/NUMBER.32 REMOVE EXISTING COR COMM PULL BOX AFTER EXISTING FIBER HAS BEEN REMOVED AND REINSTALLED THROUGH NEW CONDUIT PATHWAY.33 1 DCR #7 - 186TH OB STATION UPDATES AMK MCP 02-05-26 CONSTRUCTION NOTES (CONT.) 34 INSTALL ONE 3" PVC CONDUIT RISER ON RELOCATED UTILITY POLE. SEE DETAILS ON DRAWING 1I2.12. SEE POLE SCHEDULE ON DRAWING 1I2.13 FOR HEIGHT OF RISER. INSTALL NEW MESSENGER CABLE TO RELOCATED UTILITY POLE AT HEIGHT SPECIFIED ON THE POLE SCHEDULE ON DRAWING 1I2.13. ATTACH NEW AERIAL FIBER OPTIC CABLE TO MESSENGER BY LASHING. SEE DETAILS ON DRAWING 1I2.12. 35 1 DEVELOPMENT ENGINEERING msippo 04/17/2026 2/6/2026 T-421435 18+29 17+ 0 0 18 + 0 0 10+00 11+00 12+00 13+00 14+00 C 19 2 3 0 5 - 9 1 0 1 192305-9102 192305-9103 192305-9032 C SDSDSDSDSD C C SDSD D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 I 1 . 0 1 . d w g | L a y o u t : 1 I 1 . 0 1 PL O T T E D : J u n 2 1 , 2 0 2 4 - 1 0 : 4 9 : 3 0 a m B y a a r o n k XR E F S : X - T O P O . d w g ; X - L E G E N D . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - I T S _ R E N T O N - E X . d w g ; X - R D W Y _ R E N T O N . d w g ; C o s t E s t i m a t e S t a t i o n L i m i t s . d w g ; X - P A R C E L - I N F O . d w g ; X - U T _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473 R ERSGEITE D K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' S GRADY WAY LAK E A V E S (LA K - L I N E ) (GRA-LINE) 22 5 5 10 WIRING SCHEDULE RUN NO. CONDUIT SIZE CONDUCTORS REMARKS 1 3" PVC 1 - 48 SMFO 3'' PVC SPARE 2 3" PVC 2 - 12 SMFO 3 EX 3"**1 - 48 SMFO**REINSTALL, **SEE SIGNAL PLAN FOR CONDUIT MODIFICATIONS 4 3" PVC 1 - 48 SMFO**REINSTALL 14 X RENTON SEGMENT INTERCONNECT PLAN GRA 10+00 TO GRA 14+00 1I1.01 320 M. POWERS A. KING S. RAHMAN GENERAL NOTES 1.SEE SIGNAL PLANS 1TS1.04 FOR ADDITIONAL WORK AT THE INTERSECTION. 2.COORDINATE WITH THE CITY OF RENTON TRANSPORTATION MAINTENANCE SUPERVISOR, ERIC CUTSHALL AT (425) 430-7423 FOR ACCESS INTO THE TRAFFIC SIGNAL CONTROLLER CABINETS FOR DISCONNECT OF EXISTING FIBER FOR REINSTALL THROUGH NEW CONDUITS ON S GRADY WAY. CONSTRUCTION NOTES 1 REMOVE EXISTING JUNCTION BOX REMOVE EXISTING SMALL CABLE VAULT. INSTALL SMALL CABLE VAULT PER WSDOT STANDARD PLAN J-90.21.02. TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. CUT EXISTING 2-12CT FIBER LATERAL CABLES FROM EXISTING FIBER TRUNK AND CUT EXISTING FIBER TRUNK. PULL BACK EXISTING LATERALS INTO SIGNAL CABINET AND PULL BACK EXISTING TRUNK WEST TO NEW TYPE 8 JUNCTION BOX FOR REINSTALLATION. ABANDON EXISTING FIBER EAST TO GRADY/TALBOT. INSTALL TYPE 8 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.30-04. SPLICE FIBERS ACCORDING TO FIBER OPTIC SPLICE DIAGRAM 1I2.03-1I2.09. COIL SLACK FIBERS IN THE VAULT ACCORDING TO QUANTITIES SHOWN IN THE FIBER ROUTE SCHEMATIC ON DRAWING 1I2.01-1I2.02. 2 4 5 10 14 22 5 PULL BACK EXISTING 1-48CT FIBER FROM THE EXISTING SPLICE POINT AND REINSTALL THROUGH EXISTING CONDUIT AND NEW INTERCEPTED CONDUIT TO THE EAST TO THE NEW CABLE VAULT AT THE GRADY/LAKE INTERSECTION. 20 20 3 3 4 2 1 1 2 4 SEE SIGNAL PLAN 1 TS1.01 NEW TRAFFIC SIGNAL CABINET EXISTING JUNCTION BOX 3 SCALE 1:10 51 29 29 REMOVE EXISTING JUNCTION BOX AND ABANDON EXISTING CONDUITS AFTER EXISTING 48-CT SMFO CABLE HAS BEEN REMOVED AND REINSTALLED THROUGH NEW ITS PATHWAY BETWEEN NEW CABLE VAULT AT S GRADY WAY/LAKE AVE S AND NEW CABLE VAULT AT S GRADY WAY/TALBOT RD S. 29 T-4214320 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 TR O - 4 1 - 4 2 1 4 32 SPLICE LATERAL CABLES TO PRE-TERMINATED PIGTAIL IN THE NEW FIBER PATCH PANELS IN THE UPPER AND LOWER COMPARTMENTS OF THE TRAFFIC SIGNAL CABINET (ACCORDING TO SPLICE DETAILS) BY CORRESPONDING COLOR/NUMBER. 32 6/21/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421436 14+00 15+00 16+00 17+00 18+00 19+00 P B PB C 192305-9043 192305-9096 192305-9032 C \ \ \ \ \ \ \ \ \ \ \ \ 700 T&T \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ SD SDSDSD SDSDSDSDSD SD SD SD C C SD SD SD D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 I 1 . 0 1 . d w g | L a y o u t : 1 I 1 . 0 2 PL O T T E D : J u n 2 1 , 2 0 2 4 - 1 0 : 4 9 : 5 6 a m B y a a r o n k XR E F S : X - T O P O . d w g ; X - L E G E N D . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - I T S _ R E N T O N - E X . d w g ; X - R D W Y _ R E N T O N . d w g ; C o s t E s t i m a t e S t a t i o n L i m i t s . d w g ; X - P A R C E L - I N F O . d w g ; X - U T _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473 R ERSGEITE D K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' S GRADY WAY SH A T T U C K A V E S (GRA-LINE) 22 5 5 17 5 13 WIRING SCHEDULE RUN NO. CONDUIT SIZE CONDUCTORS REMARKS 1 3" PVC 1 - 48 SMFO 3'' PVC SPARE 2 3" PVC 2 - 12 SMFO 3 3" HDPE 1 - 48 SMFO 3" HDPE SPARE X RENTON SEGMENT INTERCONNECT PLAN GRA 14+00 TO GRA 19+00 1I1.02 321 M. POWERS A. KING S. RAHMAN GENERAL NOTES 1.SEE SIGNAL PLANS 1TS1.05 FOR ADDITIONAL WORK AT THE INTERSECTION. 2.COORDINATE WITH THE CITY OF RENTON TRANSPORTATION MAINTENANCE SUPERVISOR, ERIC CUTSHALL AT (425) 430-7423 FOR ACCESS INTO THE TRAFFIC SIGNAL CONTROLLER CABINETS FOR DISCONNECT OF EXISTING FIBER FOR REINSTALL THROUGH NEW CONDUITS ON S GRADY WAY. CONSTRUCTION NOTES REMOVE EXISTING SMALL CABLE VAULT. INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. INSTALL SMALL CABLE VAULT PER WSDOT STANDARD PLAN J-90.21.02. TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. CUT EXISTING 2-12CT FIBER LATERAL CABLES FROM EXISTING FIBER TRUNK. BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY CORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. SPLICE FIBERS ACCORDING TO FIBER OPTIC SPLICE DIAGRAM 1I2.03-1I2.09. COIL SLACK FIBERS IN THE VAULT ACCORDING TO QUANTITIES SHOWN IN THE FIBER ROUTE SCHEMATIC ON DRAWING 1I2.01-1I2.02. 2 3 4 5 13 17 22 1 3 2 1 3 4 2 NEW TRAFFIC SIGNAL CABINET 29 29 29 29 51 17 3 SCALE 1:10 REMOVE EXISTING JUNCTION BOX AND ABANDON EXISTING CONDUITS AFTER EXISTING 48-CT SMFO CABLE HAS BEEN REMOVED AND REINSTALLED THROUGH NEW ITS PATHWAY BETWEEN NEW CABLE VAULT AT S GRADY WAY/LAKE AVE S AND NEW CABLE VAULT AT S GRADY WAY/TALBOT RD S. T-4214321 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 32 32 SPLICE LATERAL CABLES TO PRE-TERMINATED PIGTAIL IN THE NEW FIBER PATCH PANELS IN THE UPPER AND LOWER COMPARTMENTS OF THE TRAFFIC SIGNAL CABINET (ACCORDING TO SPLICE DETAILS) BY CORRESPONDING COLOR/NUMBER. 6/21/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421437 19+00 20+00 21+00 22+00 23+00 24+00 S G R A D Y F F PA R C E L 1 8 192305-9070 192305-9023 192305-9070 C SSSSSSSSSSSSSSSSSS \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ // SDSDSDSDSDSD SDSDSDSDSD SD UD UD UD UD D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 I 1 . 0 1 . d w g | L a y o u t : 1 I 1 . 0 3 PL O T T E D : J u n 2 1 , 2 0 2 4 - 1 0 : 5 0 : 1 3 a m B y a a r o n k XR E F S : X - T O P O . d w g ; X - L E G E N D . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - I T S _ R E N T O N - E X . d w g ; X - R D W Y _ R E N T O N . d w g ; C o s t E s t i m a t e S t a t i o n L i m i t s . d w g ; X - P A R C E L - I N F O . d w g ; X - U T _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473 R ERSGEITE D K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' S GRADY WAY (GRA-LINE) WIRING SCHEDULE RUN NO. CONDUIT SIZE CONDUCTORS REMARKS 1 3" PVC 1 - 48 SMFO 3'' PVC SPARE 5 23 5 X RENTON SEGMENT INTERCONNECT PLAN GRA 19+00 TO GRA 24+00 1I1.03 322 M. POWERS A. KING S. RAHMAN CONSTRUCTION NOTES INSTALL SMALL CABLE VAULT PER WSDOT STANDARD PLAN J-90.21.02. TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. 4 5 COIL SLACK FIBER IN THE VAULT ACCORDING TO QUANTITIES SHOWN IN THE FIBER ROUTE SCHEMATIC ON DRAWING 1I2.01-1I2.02. 23 1 1 4 29 29 29 STATION 55936 (OB) TIER 1 STATION 59841 (IB) TIER 1 GENERAL NOTES 1.COORDINATE WITH THE CITY OF RENTON TRANSPORTATION MAINTENANCE SUPERVISOR, ERIC CUTSHALL AT (425) 430-7423 FOR ACCESS INTO THE TRAFFIC SIGNAL CONTROLLER CABINETS FOR DISCONNECT OF EXISTING FIBER FOR REINSTALL THROUGH NEW CONDUITS ON S GRADY WAY. REMOVE EXISTING JUNCTION BOX AND ABANDON EXISTING CONDUITS AFTER EXISTING 48-CT SMFO CABLE HAS BEEN REMOVED AND REINSTALLED THROUGH NEW ITS PATHWAY BETWEEN NEW CABLE VAULT AT S GRADY WAY/LAKE AVE S AND NEW CABLE VAULT AT S GRADY WAY/TALBOT RD S. T-4214322 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 51 3 INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04.3 29 6/21/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421438 24 + 0 0 25 + 0 0 26 + 0 0 10+0010+00 11+00 12+00 13+00 14+00 PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL v v v v v v v PB PB C 91 5 4 6 0 - 0 0 0 5 915460-0010 192305-9 0 2 3 C SS \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ SDSDSDSDSDSDSD S D SD SD S D PB C C \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 I 1 . 0 1 . d w g | L a y o u t : 1 I 1 . 0 4 PL O T T E D : J u n 2 1 , 2 0 2 4 - 1 0 : 5 0 : 4 1 a m B y a a r o n k XR E F S : X - T O P O . d w g ; X - L E G E N D . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - I T S _ R E N T O N - E X . d w g ; X - R D W Y _ R E N T O N . d w g ; C o s t E s t i m a t e S t a t i o n L i m i t s . d w g ; X - P A R C E L - I N F O . d w g ; X - U T _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473 R ERSGEITE D K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' S G R A D Y W A Y TALBOT RD S (TAL-B-LINE) (G R A - L I N E ) 22 5 13 17 WIRING SCHEDULE RUN NO. CONDUIT SIZE CONDUCTORS REMARKS 1 3" PVC 1 - 48 SMFO 3" PVC SPARE 2 3" PVC 2 - 12 SMFO 3 3'' PVC SDOT 1-288 SMFO**REINSTALL BY SEATTLE IT 3'' PVC SPARE 4 EX. 2"SDOT 1-288 SMFO****REMOVE EX. 1-288CT AND REINSTALL BY SEATTLE IT 5 3" HDPE SDOT 1-288 SMFO****REINSTALL BY SEATTLE IT 3" HDPE SPARE 6 EX. 2"EX 1-36PR 7 3" PVC***1-6PR ***SEE SIGNAL PLAN FOR CONDUIT INSTALLATION 8 2" PVC EX 1-6PR**REINSTALL 9 EX. 2"EX 1-6PR**REINSTALL RENTON SEGMENT INTERCONNECT PLAN GRA 24+00 TO TAL-B 14+00 1I1.04 323 M. POWERS A. KING S. RAHMAN 17 17 X GENERAL NOTES 1.SEE SIGNAL PLANS 1TS1.06 FOR ADDITIONAL WORK AT THE INTERSECTION. 2.COORDINATE WITH THE CITY OF RENTON TRANSPORTATION MAINTENANCE SUPERVISOR, ERIC CUTSHALL AT (425)-430-7423 FOR ACCESS INTO THE TRAFFIC SIGNAL CONTROLLER CABINETS FOR DISCONNECT OF EXISTING FIBER FOR REINSTALL THROUGH NEW CONDUITS ON S GRADY WAY. 3.COORDINATE WITH SEATTLE IT FIBER MANAGER, KRIS HENRY-SIMMONS AT (206)-255-6258 A MINIMUM OF SIX WEEKS IN ADVANCE OF WORK. FOR SEATTLE IT TO DISCONNECT AND REINSTALL THE 288-CT SMFO CABLE THROUGH NEW CONDUITS ON TALBOT RD S. REMOVE EXISTING SMALL CABLE VAULT AFTER EXISTING FIBER HAS BEEN REMOVED AND REINSTALLED THROUGH NEW CONDUIT PATHWAY. INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. INSTALL SMALL CABLE VAULT PER WSDOT STANDARD PLAN J-90.21.02. TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. INSTALL CONDUIT(S) TO EXISTING JUNCTION BOX. CUT EXISTING 2-12CT FIBER LATERAL CABLES FROM EXISTING FIBER TRUNK. BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY CORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. SPLICE FIBERS ACCORDING TO FIBER OPTIC SPLICE DIAGRAM 1I2.03-1I2.09. COIL SLACK FIBERS IN THE VAULT ACCORDING TO QUANTITIES SHOWN IN THE FIBER ROUTE SCHEMATIC ON DRAWING 1I2.01-1I2.02. 2 3 4 5 6 13 17 22 CONSTRUCTION NOTES 4 5 5 5 6 3 2 4 3 NEW TRAFFIC SIGNAL CABINET 1 353 7 7 28 6 8 9 DISCONNECT EXISTING COPPER SPLICE IN JUNCTION BOX AND REMOVE THE EXISTING 1-12PR TO THE SIGNAL CABINET. SPLICE THE NEW 1-6PR FROM THE SIGNAL CABINET WITH THE EXISTING 1-36PR TO NORTH AND THE EXISTING 1-6PR TO EAST IN THE JUNCTION BOX. COORDINATE WITH CITY OF RENTON FOR COPPER SPLICING. 28 7 INTERCEPT EXISTING CONDUIT AND EXTEND TO NEW JUNCTION BOX.7 ADJUST JUNCTION BOX TO GRADE.30 30 7 51 SCALE 1:10 52 31 29 31 29 REMOVE EXISTING JUNCTION BOX AND ABANDON EXISTING CONDUITS AFTER EXISTING 48-CT SMFO CABLE HAS BEEN REMOVED AND REINSTALLED THROUGH NEW ITS PATHWAY BETWEEN NEW CABLE VAULT AT S GRADY WAY/LAKE AVE S AND NEW CABLE VAULT AT S GRADY WAY/TALBOT RD S. T-4214323 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 CONSTRUCTION NOTES (CONT.) REMOVE EXISTING JUNCTION BOX AND ABANDON EXISTING CONDUITS AFTER THE EXISTING 288-CT SMFO CABLE HAS BEEN REMOVED AND REINSTALLED BY SEATTLE IT AND THE EXISTING 12-CT SMFO CABLE HAS BEEN REMOVED AND REINSTALLED BY WSDOT THROUGH THE NEW ITS PATHWAY BETWEEN TALBOT RD S/S 7TH ST FIBER VAULT AND TALBOT RD S/S RENTON VILLAGE PL FIBER VAULT. 31 SPLICE LATERAL CABLES TO PRE-TERMINATED PIGTAIL IN THE NEW FIBER PATCH PANELS IN THE UPPER AND LOWER COMPARTMENTS OF THE TRAFFIC SIGNAL CABINET (ACCORDING TO SPLICE DETAILS) BY CORRESPONDING COLOR/NUMBER. 32 32 6/21/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421439 28 + 0 0 27 + 0 0 91 5 4 6 0 - 0 0 0 5 D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 I 1 . 0 1 . d w g | L a y o u t : 1 I 1 . 0 4 A PL O T T E D : J u n 2 1 , 2 0 2 4 - 1 0 : 5 1 : 0 7 a m B y a a r o n k XR E F S : X - T O P O . d w g ; X - L E G E N D . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - I T S _ R E N T O N - E X . d w g ; X - R D W Y _ R E N T O N . d w g ; C o s t E s t i m a t e S t a t i o n L i m i t s . d w g ; X - P A R C E L - I N F O . d w g ; X - U T _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473 R ERSGEITE D K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' TALBOT RD S CONSTRUCTION NOTES SEATTLE IT TO PULL BACK EXISTING 1-288CT SDOT FIBER FROM THE EXISTING TALBOT RD S/S RENTON VILLAGE PL FIBER VAULT TO THE EXISTING TALBOT ROAD S/S 7TH ST FIBER VAULT. SEATTLE IT TO REINSTALL THE 1-288CT SDOT FIBER CABLE THROUGH EXISTING AND NEW CONDUIT ROUTE. 18 S 7 T H S T RENTON SEGMENT INTERCONNECT PLAN TALBOT RD S & S 7TH ST 1I1.04A 324 M. POWERS A. KING S. RAHMAN 4 18 WIRING SCHEDULE RUN NO. CONDUIT SIZE CONDUCTORS REMARKS 4 EX. 2"SDOT 1-288 SMFO****REMOVE EX. 1-288CT AND REINSTALL BY SEATTLE IT 9 EX. 2"EX 1-6PR**REINSTALL X PULL BACK EXISTING 1-6PR COPPER INTERCONNECT INTO THE NEW TYPE 8 JUNCTION BOX AND REINSTALL TO WEST THROUGH EXISTING AND NEW CONDUIT ROUTE . 27 1 REMOVE EXISTING JUNCTION BOX. INSTALL TYPE 8 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.30-04.14 27114 9 S G R A D Y W A Y GENERAL NOTES 1.COORDINATE WITH SEATTLE IT FIBER MANAGER, KRIS HENRY-SIMMONS AT (206)-255-6258 A MINIMUM OF SIX WEEKS IN ADVANCE OF WORK FOR SEATTLE IT TO DISCONNECT AND REINSTALL THE 288-CT SMFO CABLE THROUGH NEW CONDUITS ON TALBOT RD S. TALBOT RD S/S 7TH ST FIBER VAULT T-4214324 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/21/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421440 14+00 15+00 16+00 17+00 18+00 PS E E A S E M E N T P E R NO . 8 2 0 8 2 7 0 3 5 8 WA T E R L I N E E A S E M E N T P E R NO . 8 7 1 0 0 9 0 4 4 8 PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL 192305-9094 202305-9007 192305 - 9 0 2 3 SD SD SDSDSDSD D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 I 1 . 0 1 . d w g | L a y o u t : 1 I 1 . 0 5 PL O T T E D : J u n 2 1 , 2 0 2 4 - 1 1 : 5 6 : 2 0 a m B y a a r o n k XR E F S : X - T O P O . d w g ; X - L E G E N D . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - I T S _ R E N T O N - E X . d w g ; X - R D W Y _ R E N T O N . d w g ; C o s t E s t i m a t e S t a t i o n L i m i t s . d w g ; X - P A R C E L - I N F O . d w g ; X - U T _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473 R ERSGEITE D K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' TALBOT RD S (TAL-B-LINE) CONSTRUCTION NOTES INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04.3 TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES.5 5 WIRING SCHEDULE RUN NO. CONDUIT SIZE CONDUCTORS REMARKS 1 4'' PVC WSDOT 1-12 SMFO***, SDOT 1-288 SMFO**INSTALL 3-1.25" HDPE INNERDUCTS, ***REINSTALL BY WSDOT, **REINSTALL BY SEATTLE IT 3'' PVC SPARE 2 2" PVC WSDOT 1-12 SMFO******REINSTALL BY WSDOT 4 4" HDPE WSDOT 1-12 SMFO***, SDOT 1-288 SMFO**INSTALL 3-1.25" HDPE INNERDUCTS, ***REINSTALL BY WSDOT, **REINSTALL BY SEATTLE IT 3" HDPE SPARE 5 3" HDPE SDOT 1-288 SMFO****REINSTALL BY SEATTLE IT 3" HDPE SPARE X RENTON SEGMENT INTERCONNECT PLAN TAL-B 14+00 TO TAL-B 18+50 1I1.05 325 M. POWERS A. KING S. RAHMAN 17 175 BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY BORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. 17 5 2 4 1 3 3 31 31 REMOVE EXISTING JUNCTION BOX AND ABANDON EXISTING CONDUITS AFTER THE EXISTING 288-CT SMFO CABLE HAS BEEN REMOVED AND REINSTALLED BY SEATTLE IT AND THE EXISTING 12-CT SMFO CABLE HAS BEEN REMOVED AND REINSTALLED BY WSDOT THROUGH THE NEW ITS PATHWAY BETWEEN TALBOT RD S/S 7TH ST FIBER VAULT AND TALBOT RD S/S RENTON VILLAGE PL FIBER VAULT. 31 GENERAL NOTES 1.COORDINATE WITH SEATTLE IT FIBER MANAGER, KRIS HENRY-SIMMONS AT (206)-255-6258 A MINIMUM OF SIX WEEKS IN ADVANCE OF WORK FOR SEATTLE IT TO DISCONNECT AND REINSTALL THE 288-CT SMFO CABLE THROUGH NEW CONDUITS ON TALBOT RD S. 2.COORDINATE WITH WSDOT FIBER OPTICS SYSTEM MANAGER, TODD TURNER AT (360)-705-7694 OR TURNERT@WSDOT.WA.GOV A MINIMUM OF SIX WEEKS IN ADVANCE OF WORK FOR WSDOT TO REMOVE AND REINSTALL THE 12-CT SMFO CABLE THROUGH NEW CONDUITS ON TALBOT RD S. T-4214325 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 WSDOT TO REMOVE AND REINSTALL THE EXISTING 12-CT WSDOT FIBER FROM THE WSDOT FIBER VAULT ON THE SW CORNER OF TALBOT RD S AND S RENTON VILLAGE PL TO THE EXISTING CABLE VAULT IN THE LANDSCAPING NEAR TRITON TOWER PARKING LOT. 19 TRITON TOWER FIBER VAULT 19 6/21/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421441 19+00 20+00 21+00 22+00 23+00 C 202305-9008 192305-9001 72 3 1 6 0 - 0 5 9 5 C SD S DSD 33+00 34+00 54+00 10 + 0 0 D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 I 1 . 0 1 . d w g | L a y o u t : 1 I 1 . 0 6 PL O T T E D : J u n 2 1 , 2 0 2 4 - 1 0 : 5 2 : 0 2 a m B y a a r o n k XR E F S : X - T O P O . d w g ; X - L E G E N D . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - I T S _ R E N T O N - E X . d w g ; X - R D W Y _ R E N T O N . d w g ; C o s t E s t i m a t e S t a t i o n L i m i t s . d w g ; X - P A R C E L - I N F O . d w g ; X - U T _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473 R ERSGEITE D K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' TALBOT RD S I - 4 0 5 S B O F F - R A M P (TAL-B-LINE) S R E N T O N V I L L A G E P L WIRING SCHEDULE RUN NO. CONDUIT SIZE CONDUCTORS REMARKS 1 4'' PVC WSDOT 1-12 SMFO***, SDOT 1-288 SMFO**INSTALL 3-1.25" HDPE INNERDUCTS, ***REINSTALL BY WSDOT, **REINSTALL BY SEATTLE IT 3'' PVC SPARE 2 4'' PVC SDOT 1-288 SMFO****REINSTALL BY SEATTLE IT 4'' PVC SPARE 3 EX. 4''SDOT 1-288 SMFO****REINSTALL BY SEATTLE IT EX. 4''REMOVE EX.1-25R COPPER (CUT) 4 EX 2"WSDOT 1-12 SMFO********REMOVE BY WSDOT 5 EX 2"WSDOT 1-12 SMFO******REINSTALL BY WSDOT 6 EX 2"WSDOT 2-12 SMFO****, 1-24 SMFO ****REMOVE BY WSDOT EX 2"EMPTY EX 2"EMPTY 7 2'' PVC WSDOT 1-12 SMFO******REINSTALL BY WSDOT X RENTON SEGMENT INTERCONNECT PLAN TAL-B 18+50 TO TAL-B 23+50 1I1.06 326 M. POWERS A. KING S. RAHMAN 5 5 GENERAL NOTES 1.SEE SIGNAL PLANS 1TS1.07 FOR ADDITIONAL WORK AT THE INTERSECTION. 2.COORDINATE WITH SEATTLE IT FIBER MANAGER, KRIS HENRY-SIMMONS AT (206)-255-6258 A MINIMUM OF SIX WEEKS IN ADVANCE OF WORK FOR SEATTLE IT TO DISCONNECT AND REINSTALL THE 288-CT SMFO CABLE THROUGH NEW CONDUITS ON TALBOT RD S. 2.COORDINATE WITH WSDOT FIBER OPTICS SYSTEM MANAGER, TODD TURNER AT (360)-705-7694 OR TURNERT@WSDOT.WA.GOV A MINIMUM OF SIX WEEKS IN ADVANCE OF WORK FOR WSDOT TO REMOVE AND REINSTALL THE 12-CT SMFO CABLE THROUGH NEW CONDUITS ON TALBOT RD S. CONSTRUCTION NOTES REMOVE EXISTING COR COMM PULL BOX AFTER EXISTING FIBER HAS BEEN REMOVED AND REINSTALLED THROUGH NEW CONDUIT PATHWAY. INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. INSTALL SMALL CABLE VAULT PER WSDOT STANDARD PLAN J-90.21.02. TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. INTERCEPT EXISTING CONDUITS AND EXTEND TO NEW JUNCTION BOX. WSDOT TO REMOVE AND REINSTALL THE EXISTING 12-CT WSDOT FIBER FROM THE WSDOT FIBER VAULT ON THE SW CORNER OF TALBOT RD S AND S RENTON VILLAGE PL TO THE EXISTING CABLE VAULT IN THE LANDSCAPING NEAR TRITON TOWER PARKING LOT. 33 3 4 5 7 19 REPLACE EXISTING TRAFFIC SIGNAL CONTROLLER. SEE SPECIFICATIONS FOR CONTROLLER TYPE.21 21 TALBOT RD S (TAL-B-LINE) S P U G E T D R S 1 5 T H S T BENSON RD S (TAL-B-LINE) BENSON RD S S 2 1 S T S T 21 1 5 1 2 3 3 4 7 33 EXISTING TRAFFIC SIGNAL CABINET EXISTING TRAFFIC SIGNAL CABINET EXISTING TRAFFIC SIGNAL CABINET 31 EXISTING TALBOT RD S/S RENTON VILLAGE PL WSDOT FIBER VAULT REMOVE EXISTING JUNCTION BOX AND ABANDON EXISTING CONDUITS AFTER THE EXISTING 288-CT SMFO CABLE HAS BEEN REMOVED AND REINSTALLED BY SEATTLE IT AND THE EXISTING 12-CT SMFO CABLE HAS BEEN REMOVED AND REINSTALLED BY WSDOT THROUGH THE NEW ITS PATHWAY BETWEEN TALBOT RD S/S 7TH ST FIBER VAULT AND TALBOT RD S/S RENTON VILLAGE PL FIBER VAULT. 31 T-4214326 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 19EXISTING WSDOT ITS CABINET 6 EXISTING COR ITS SMALL CABLE VAULT 4 4 5 5 EXISTING JUNCTION BOX 5 7 EXISTING WSDOT ITS PULL BOX 6/21/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421442 43+00 44+00 45+00 46+00 47+0010 + 0 0 11 + 0 0 F F v PB C 322305-9237 322305-9299 292305-9151 F F 49+00 48+00 49+00 PB C D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 I 1 . 1 0 . d w g | L a y o u t : 1 I 1 . 1 3 PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 5 : 3 6 : 2 7 p m B y a a r o n k XR E F S : X - T O P O . d w g ; X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ P R O P . d w g ; X - R O W _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - R D W Y _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R D W Y _ K E N T . d w g ; X - P V _ K E N T . d w g ; X - S N - C H A N N _ K E N T . d w g ; X - I T S _ K E N T . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; X - I T S _ R E N T O N . d w g ; X - I T S _ R E N T O N - E X . d w g ; X - P A R C E L - I N F O . d w g ; C o s t E s t i m a t e S t a t i o n L i m i t s . d w g ; X - S T A T I O N _ K E N T . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - D R _ K E N T . d w g ; X - L D _ K E N T . d w g ; X - R O W _ K E N T . d w g ; X - S I G N A L _ K E N T . d w g ; X - U T _ K E N T . d w g ; X - S T A T I O N _ K E N T _ J . d w g ; X - R E T - W A L L _ K E N T . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473 R ERSGEITE D K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' SE CARR RD 10 5 T H P L S E (CAR-LINE) RENTON SEGMENT INTERCONNECT PLAN CAR 43+00 TO CAR 49+00 1I1.13 327 M. POWERS A. KING S. RAHMAN WIRING SCHEDULE RUN NO. CONDUIT SIZE CONDUCTORS REMARKS 1 EX. 2"1 - 96 SMFO, 1-36 SMFO**PULL BACK AND REMOVE 2 2" PVC 1 - 96 SMFO 3 3" PVC 1 - 12 SMFO 4 EX. 3"1 - 96 SMFO OCCUPIED WITH SIGNAL CABLES GENERAL NOTES 1.SEE SIGNAL PLANS 1TS1.09 FOR ADDITIONAL WORK AT THE INTERSECTION. CONSTRUCTION NOTES 1 REMOVE EXISTING JUNCTION BOX TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. INSTALL SMALL OPEN BOTTOM CABLE VAULT PER DETAILS ON DRAWING 1I2.10. SPLICE FIBERS ACCORDING TO FIBER OPTIC SPLICE DIAGRAM 1I2.03-1I2.09. COIL SLACK FIBERS IN THE VAULT ACCORDING TO QUANTITIES SHOWN IN THE FIBER ROUTE SCHEMATIC ON DRAWING 1I2.01-1I2.02. 5 11 22 X 5 5 INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. SPLICE FIBERS TO PRE-TERMINATED PIGTAIL IN THE NEW FIBER PATCH PANEL BY CORRESPONDING COLOR/NUMBER. 3 9 INSTALL ETHERNET SWITCH IN THE SIGNAL CABINET. PATCH FIBERS TO SWITCH PER DETAILS ON DRAWING 1I2.02. 12 5 912 INTERCEPT EXISTING CONDUIT AND EXTENDED TO NEW JUNCTION BOX.7 2 3 2 7 1 NEW TRAFFIC SIGNAL CABINET 1 3 7 2211 1 1 EXISTING TRAFFIC SIGNAL CABINET EXISTING JUNCTION BOX EXISTING JUNCTION BOX 4 4 24 DISCONNECT AND REMOVE EXISTING 1-36CT SMFO FROM EXISTING TRAFFIC SIGNAL. 24 52 1 SE CARR RD (CAR-LINE) 10 6 T H P L S E 5252 SCALE 1:10 STATION 60321 (IB) TIER 1 STATION 59391 (OB) TIER 1 T-4214327 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/21/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421443 39+00 40+00 41+00 42+00 43+00 C 322305-9040 322305-9154 322305-9316 D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 I 1 . 1 0 . d w g | L a y o u t : 1 I 1 . 1 3 A PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 5 : 3 6 : 4 9 p m B y a a r o n k XR E F S : X - T O P O . d w g ; X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ P R O P . d w g ; X - R O W _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - R D W Y _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R D W Y _ K E N T . d w g ; X - P V _ K E N T . d w g ; X - S N - C H A N N _ K E N T . d w g ; X - I T S _ K E N T . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; X - I T S _ R E N T O N . d w g ; X - I T S _ R E N T O N - E X . d w g ; X - P A R C E L - I N F O . d w g ; C o s t E s t i m a t e S t a t i o n L i m i t s . d w g ; X - S T A T I O N _ K E N T . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - D R _ K E N T . d w g ; X - L D _ K E N T . d w g ; X - R O W _ K E N T . d w g ; X - S I G N A L _ K E N T . d w g ; X - U T _ K E N T . d w g ; X - S T A T I O N _ K E N T _ J . d w g ; X - R E T - W A L L _ K E N T . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473 R ERSGEITE D K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' SE CARR R D (CAR-LINE ) RENTON SEGMENT INTERCONNECT PLAN CAR 39+00 TO CAR 43+00 1I1.13A 328 M. POWERS A. KING S. RAHMAN 25 WIRING SCHEDULE RUN NO. CONDUIT SIZE CONDUCTORS REMARKS 1 EX. 2"1 - 96 SMFO, 1-36 SMFO**PULL BACK AND REMOVE CONSTRUCTION NOTESX EX. ITS PULLBOX CUT EXISTING 1-36CT SMFO FROM EXISTING ITS PULL BOX AND AND REMOVE THE EXISTING 1-36CT SMFO FROM HERE TO THE 106TH TRAFFIC SIGNAL CABINET. INSTALL FIBER SPLICE CASE AND SPLICE FIBERS ACCORDING TO FIBER OPTIC SPLICE DIAGRAM 1I2.03-1I2.09. COIL SLACK FIBERS IN THE VAULT ACCORDING TO QUANTITIES SHOWN IN THE FIBER ROUTE SCHEMATIC ON DRAWING 1I2.01-1I2.02. 1 25 T-4214328 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/21/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421444 13+80 14+00 15+00 16+00 17+00 18+00 30 + 0 0 30 + 3 3 OHPOHPOHPOHP v C AFO AFO AFO AFO AFO AFO AFO AFO AFO AFO AFO AFO AFO 322305-9106 074090-0120 074050-0005 07 4 0 9 0 - 0 1 1 0 322305-9361 322305-9065 OHPOHPOHPOHP OHPOHP C OHPOHP D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 I 1 . 1 0 . d w g | L a y o u t : 1 I 1 . 1 5 A PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 5 : 3 7 : 2 3 p m B y a a r o n k XR E F S : X - T O P O . d w g ; X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ P R O P . d w g ; X - R O W _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - R D W Y _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R D W Y _ K E N T . d w g ; X - P V _ K E N T . d w g ; X - S N - C H A N N _ K E N T . d w g ; X - I T S _ K E N T . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; X - I T S _ R E N T O N . d w g ; X - I T S _ R E N T O N - E X . d w g ; X - P A R C E L - I N F O . d w g ; C o s t E s t i m a t e S t a t i o n L i m i t s . d w g ; X - S T A T I O N _ K E N T . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - D R _ K E N T . d w g ; X - L D _ K E N T . d w g ; X - R O W _ K E N T . d w g ; X - S I G N A L _ K E N T . d w g ; X - U T _ K E N T . d w g ; X - S T A T I O N _ K E N T _ J . d w g ; X - R E T - W A L L _ K E N T . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473 R ERSGEITE D K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' SE 1 8 1 S T S T SE 1 8 0 T H S T 108TH AVE SE (SR 515) (108TH-LINE) WIRING SCHEDULE RUN NO. CONDUIT SIZE CONDUCTORS REMARKS 1 AERIAL 1 - 36 SMFO 2 3" PVC 1 - 36 SMFO 3 3" PVC 1 - 36 SMFO**PULL BACK INTO VAULT 4 EX. 3"OCCUPIED, 1-36 SMFO****REMOVE 5 EX. 1"1 -12 SMFO 15 11 8 26 5 RENTON SEGMENT INTERCONNECT PLAN 108TH 13+00 TO 108TH 18+00 1I1.15A 329 M. POWERS A. KING S. RAHMAN 5 SCALE 1:10 X 16 GENERAL NOTES 1.SEE SIGNAL PLANS 1TS1.10A FOR ADDITIONAL WORK AT THE INTERSECTION. CONSTRUCTION NOTES 1 REMOVE EXISTING JUNCTION BOX TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. INSTALL CONDUIT(S) TO EXISTING JUNCTION BOX. SPLICE FIBER TO PRE-TERMINATED PIGTAIL IN THE EXISTING FIBER PATCH PANEL BY CORRESPONDING COLOR/NUMBER. INSTALL SMALL OPEN BOTTOM CABLE VAULT PER DETAILS ON DRAWING 1I2.10. INSTALL ONE 3" PVC CONDUIT RISER ON EXISTING UTILITY POLE. SEE DETAILS ON DRAWING 1I2.14. SEE POLE SCHEDULE ON DRAWING 1I2.15 FOR HEIGHT OF RISER. INSTALL NEW MESSENGER CABLE TO EXISTING UTILITY POLE AT HEIGHT SPECIFIED ON THE POLE SCHEDULE ON DRAWING 1I2.13. ATTACH NEW AERIAL FIBER OPTIC CABLE TO MESSENGER BY LASHING. SEE DETAILS ON DRAWING 1I2.12. SPLICE FIBERS ACCORDING TO FIBER OPTIC SPLICE DIAGRAM 1I2.03-1I2.09. COIL SLACK FIBERS IN THE VAULT ACCORDING TO QUANTITIES SHOWN IN THE FIBER ROUTE SCHEMATIC ON DRAWING 1I2.01-1I2.02. 5 6 8 11 15 16 22 DISCONNECT EXISTING 1-36CT SMFO FROM EXISTING TRAFFIC SIGNAL AND PULL BACK TO NEW SMALL CABLE VAULT THROUGH NEW CONDUIT FOR SPLICING. 26 1 3 4 5 2 1 1 22 6 PSE POLE #316392 166291 EXISTING TRAFFIC SIGNAL CABINET PSE POLE #316363 166291 1 16 T-4214329 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/21/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421445 18+00 19+00 20+00 21+00 22+00 23+00 AFO AFO AFO AFO AFO AFO AFO AFO AFO AFO AFO AFO AFO AFO AFO AFO AFO 322305-9020 074050-0045 074110-0010 32 2 3 0 5 - 9 3 6 4 322305-9194 D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 I 1 . 1 0 . d w g | L a y o u t : 1 I 1 . 1 5 B PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 5 : 3 7 : 4 6 p m B y a a r o n k XR E F S : X - T O P O . d w g ; X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ P R O P . d w g ; X - R O W _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - R D W Y _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R D W Y _ K E N T . d w g ; X - P V _ K E N T . d w g ; X - S N - C H A N N _ K E N T . d w g ; X - I T S _ K E N T . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; X - I T S _ R E N T O N . d w g ; X - I T S _ R E N T O N - E X . d w g ; X - P A R C E L - I N F O . d w g ; C o s t E s t i m a t e S t a t i o n L i m i t s . d w g ; X - S T A T I O N _ K E N T . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - D R _ K E N T . d w g ; X - L D _ K E N T . d w g ; X - R O W _ K E N T . d w g ; X - S I G N A L _ K E N T . d w g ; X - U T _ K E N T . d w g ; X - S T A T I O N _ K E N T _ J . d w g ; X - R E T - W A L L _ K E N T . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473 R ERSGEITE D K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' SE 1 8 1 S T S T 108TH AVE SE (SR 515) (108TH-LINE) WIRING SCHEDULE RUN NO. CONDUIT SIZE CONDUCTORS REMARKS 1 AERIAL 1 - 36 SMFO RENTON SEGMENT INTERCONNECT PLAN 108TH 18+00 TO 108TH 23+00 1I1.15B 330 M. POWERS A. KING S. RAHMAN X CONSTRUCTION NOTES INSTALL NEW MESSENGER CABLE TO EXISTING UTILITY POLE AT HEIGHT SPECIFIED ON THE POLE SCHEDULE ON DRAWING 1I2.13. ATTACH NEW AERIAL FIBER OPTIC CABLE TO MESSENGER BY LASHING. SEE DETAILS ON DRAWING 1I2.12. 16 16 SE 1 8 2 N D S T 1 1 PSE POLE MISSING TAG T-4214330 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/21/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421446 23+00 24+00 25+00 26+00 27+00 28+00 AFO AFO AFO AFO AFO AFO AFO AFO AFO AFO AFO AFO AFO AFO AFO AFO AFO AFO 322305-9256 508970-0780 322305-9070 32 2 3 0 5 - 9 0 8 2 D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 I 1 . 1 0 . d w g | L a y o u t : 1 I 1 . 1 5 C PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 5 : 3 8 : 0 8 p m B y a a r o n k XR E F S : X - T O P O . d w g ; X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ P R O P . d w g ; X - R O W _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - R D W Y _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R D W Y _ K E N T . d w g ; X - P V _ K E N T . d w g ; X - S N - C H A N N _ K E N T . d w g ; X - I T S _ K E N T . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; X - I T S _ R E N T O N . d w g ; X - I T S _ R E N T O N - E X . d w g ; X - P A R C E L - I N F O . d w g ; C o s t E s t i m a t e S t a t i o n L i m i t s . d w g ; X - S T A T I O N _ K E N T . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - D R _ K E N T . d w g ; X - L D _ K E N T . d w g ; X - R O W _ K E N T . d w g ; X - S I G N A L _ K E N T . d w g ; X - U T _ K E N T . d w g ; X - S T A T I O N _ K E N T _ J . d w g ; X - R E T - W A L L _ K E N T . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473 R ERSGEITE D K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' 108TH AVE SE (SR 515) (108TH-LINE) WIRING SCHEDULE RUN NO. CONDUIT SIZE CONDUCTORS REMARKS 1 AERIAL 1 - 36 SMFO RENTON SEGMENT INTERCONNECT PLAN 108TH 23+00 TO 108TH 28+00 1I1.15C 331 M. POWERS A. KING S. RAHMAN X CONSTRUCTION NOTES INSTALL NEW MESSENGER CABLE TO EXISTING UTILITY POLE AT HEIGHT SPECIFIED ON THE POLE SCHEDULE ON DRAWING 1I2.13. ATTACH NEW AERIAL FIBER OPTIC CABLE TO MESSENGER BY LASHING. SEE DETAILS ON DRAWING 1I2.12. 16 16 1 1 1 PSE POLE #316310 166288 PSE POLE #316278 166288 1616 T-4214331 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/21/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421447 28+00 29+00 30+00 31+00 32+00 33+00 11 + 0 0 O H P O H P O H P O H P F F UDUD O H P O H P O H P O H P OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP O H P C AFO AFO AFO AFO AFO AFO AFO AFO AFO AFO AFO AFO 322305-9070 911710-0160 322305-9135 322305-9111 O H P O H P O H P O H P F F O H P O H P O H P O H P O H P O H P C: \ B e n t l e y \ p r o j e c t w i s e \ d 0 6 0 1 3 8 9 \ 1 I 1 . 1 0 . d w g | L a y o u t : 1 I 1 . 1 6 PL O T T E D : F e b 0 6 , 2 0 2 6 - 0 1 : 3 8 : 4 9 p m B y a a r o n k XR E F S : X - T O P O . d w g ; X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ P R O P . d w g ; X - R O W _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - R D W Y _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R D W Y _ K E N T . d w g ; X - P V _ K E N T . d w g ; X - S N - C H A N N _ K E N T . d w g ; X - I T S _ K E N T . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; X - I T S _ R E N T O N . d w g ; X - I T S _ R E N T O N - E X . d w g ; X - P A R C E L - I N F O . d w g ; C o s t E s t i m a t e S t a t i o n L i m i t s . d w g ; X - S T A T I O N _ K E N T . d w g ; X - E L _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - D R _ K E N T . d w g ; X - L D _ K E N T . d w g ; X - R O W _ K E N T . d w g ; X - S I G N A L _ K E N T . d w g ; X - U T _ K E N T . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE MARCH 2025G. FRANCO 1134237 KC001396 473 R ERSGEITE D K. CHANG YUEN ISSUE FOR CONSTRUCTION MARCH 2025 20'40' SCALE: 1" = 20' 0' 108TH AVE SE (SR 515) SE 1 8 6 T H S T SE 1 8 4 T H L N (108TH-LINE) SE 1 8 6 T H S T 34 5 22 WIRING SCHEDULE RUN NO. CONDUIT SIZE CONDUCTORS REMARKS 1 AERIAL 1 - 36 SMFO 2 3" PVC 1 - 12 SMFO 3 3" PVC 1 - 36 SMFO 4 3" HDPE 1 - 12 SMFO RENTON SEGMENT INTERCONNECT PLAN 108TH 28+00 TO 108TH 33+00 1I1.16 332 M. POWERS A. KING S. RAHMAN X 35 16 GENERAL NOTES 1.SEE SIGNAL PLANS 1TS1.12A FOR ADDITIONAL WORK AT THE INTERSECTION. CONSTRUCTION NOTES INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. INSTALL SMALL CABLE VAULT PER WSDOT STANDARD PLAN J-90.21.02. TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. SPLICE FIBERS TO PRE-TERMINATED PIGTAIL IN THE NEW FIBER PATCH PANEL BY CORRESPONDING COLOR/NUMBER. INSTALL NEW MESSENGER CABLE TO EXISTING UTILITY POLE AT HEIGHT SPECIFIED ON THE POLE SCHEDULE ON DRAWING 1I2.13. ATTACH NEW AERIAL FIBER OPTIC CABLE TO MESSENGER BY LASHING. SEE DETAILS ON DRAWING 1I2.12. BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY CORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. SPLICE FIBERS ACCORDING TO FIBER OPTIC SPLICE DIAGRAM 1I2.03-1I2.09. COIL SLACK FIBERS IN THE VAULT ACCORDING TO QUANTITIES SHOWN IN THE FIBER ROUTE SCHEMATIC ON DRAWING 1I2.01-1I2.02. 3 4 5 9 16 17 22 1 1 2 3 3 4 PSE POLE #316251 166288 PSE POLE #316221 166288 17 4 174SCALE 1:10 9NEW TRAFFIC SIGNAL CABINET STATION 57260 (IB) TIER 2 STATION 57300 (OB) TIER 2 T-4214332 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 1 1 1 DCR #7 - 186TH OB STATION UPDATES AMK MCP 02-05-26 INSTALL ONE 3" PVC CONDUIT RISER ON RELOCATED UTILITY POLE. SEE DETAILS ON DRAWING 1I2.12. SEE POLE SCHEDULE ON DRAWING 1I2.13 FOR HEIGHT OF RISER. INSTALL NEW MESSENGER CABLE TO RELOCATED UTILITY POLE AT HEIGHT SPECIFIED ON THE POLE SCHEDULE ON DRAWING 1I2.13. ATTACH NEW AERIAL FIBER OPTIC CABLE TO MESSENGER BY LASHING. SEE DETAILS ON DRAWING 1I2.12. 34 35 1 1 DEVELOPMENT ENGINEERING msippo 04/17/2026 2/6/2026 T-421448 D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 I 2 . 0 1 . d w g | L a y o u t : 1 I 2 . 0 1 PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 5 : 3 9 : 0 5 p m B y a a r o n k XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473 R ERSGEITE D K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT FIBER SCHEMATIC 1I2.01 333 M. POWERS A. KING S. RAHMAN S GRADY WAY TO RAINIER AVE S EX. 48CT 12 C T LA K E A V E S SMALL CABLE VAULT 100' 1I1.01 SMALL CABLE VAULT 100'100' NEW TRAFFIC SIGNAL CABINET 1I1.02 SH A T T U C K A V E S TA L B O T R D S SMALL CABLE VAULT 100' 1I1.04 LOWER COMPARTMENT UPPER COMPARTMENT 48CT 48CT S1 S2 S3 NEW UNDERGROUND SINGLE MODE FIBER OPTIC CABLE EXISTING UNDERGROUND SINGLE MODE FIBER OPTIC CABLE FIBER SPLICES FIBER TERMINATION PANEL 12 PORT SINGLE PANEL HOUSING WITH SC CONNECTORS FIBER TERMINATION PANEL 12 PORT SINGLE PANEL HOUSING WITH LC CONNECTORS EXISTING FIBER TERMINATION PANEL FIBER SLACK NEW ETHERNET SWITCH EXISTING SWITCH LEGEND FTP FTP-SC SWITCH SWITCH 48CT SMALL CABLE VAULT 1I1.03 100' SWITCH T-4214333 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 FTP-LC FTP-SC 12 C T 12 C T NEW TRAFFIC SIGNAL CABINET LOWER COMPARTMENT UPPER COMPARTMENT SWITCH FTP-LC FTP-SC 12 C T 12 C T NEW TRAFFIC SIGNAL CABINET LOWER COMPARTMENT UPPER COMPARTMENT SWITCH FTP-LC FTP-SC 12 C T FTP-LC 6/21/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421449 D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 I 2 . 0 1 . d w g | L a y o u t : 1 I 2 . 0 2 PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 5 : 3 9 : 0 6 p m B y a a r o n k XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473 R ERSGEITE D K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT FIBER SCHEMATIC 1I2.02 334 M. POWERS A. KING S. RAHMAN SE 186TH ST SE 180TH ST 1I1.15A AF O 10 8 T H A V E S E SMALL CABLE VAULT 100' 100' NEW TRAFFIC SIGNAL CABINET 1I1.16 AF O TO NORTH 12CT 36CT 100' EX. 36CT EX. TRAFFIC SIGNAL CABINET 12CT SMALL CABLE VAULT FT P FT P - S C S6 S7 NEW AERIAL SINGLE MODE FIBER OPTIC CABLE NEW UNDERGROUND SINGLE MODE FIBER OPTIC CABLE EXISTING UNDERGROUND SINGLE MODE FIBER OPTIC CABLE FIBER SPLICES FIBER TERMINATION PANEL 12 PORT SINGLE PANEL HOUSING WITH SC CONNECTORS EXISTING FIBER TERMINATION PANEL FIBER SLACK NEW ETHERNET SWITCH EXISTING SWITCH LEGEND AFO FTP FTP-SC SWITCH SWITCH FIBER PATCH CORD CROSS CONNECTION CITY OF RENTON CONTROLLER CABINETS FIBER PANEL FIBER PORT FIBER PANEL FIBER PORT INTENTION FTP 1 SWITCH 1 CITY OF RENTON SIGNAL INTERCONNECT FTP 2 SWITCH 1 CITY OF RENTON SIGNAL INTERCONNECT SWITCH 2 FTP 11 CITY OF RENTON SIGNAL INTERCONNECT SWITCH 2 FTP 12 CITY OF RENTON SIGNAL INTERCONNECT FTP 3 FTP 7 SPARE FTP 4 FTP 8 SPARE FTP 5 FTP 9 SPARE FTP 6 FTP 10 SPARE SW I T C H SW I T C H 100' EX. ITS PULLBOX 96CT100' 1I1.13A TO WEST SMALL CABLE VAULT 1I1.13 12CT NEW TRAFFIC SIGNAL CABINET 100'EX. 36CT 10 5 T H P L S E SE CARR RD TO EAST 100' 100' S4 S5 96CT FTP-SC SWITCH FTP SWITCH 10 6 T H P L S E EX. 36CT EX. TRAFFIC SIGNAL CABINET T-4214334 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/21/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024T-421450 D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 I 2 . 0 1 . d w g | L a y o u t : 1 I 2 . 0 3 PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 5 : 3 9 : 0 6 p m B y a a r o n k XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473 R ERSGEITE D K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT FIBER OPTIC SPLICE DIAGRAM 1I2.03 335 M. POWERS A. KING S. RAHMAN BL U E 1 2 3 4 5 6 7 8 9 10 11 12 VIOLET YELLOW AQUA ROSE BLACK WHITE SLATE BROWN GREEN ORANGE RED BLUE RED7 BLACK YELLOW VIOLET AQUA ROSE11 10 9 8 12 GREEN BROWN SLATE WHITE ORANGE BLUE1 6 5 4 3 2 RED BLACK YELLOW VIOLET AQUA ROSE GREEN BROWN SLATE WHITE ORANGE BLUE37 38 39 40 41 42 43 44 45 46 47 48 VIOLET YELLOW AQUA ROSE BLACK WHITE SLATE BROWN GREEN ORANGE RED BLUE37 38 39 40 41 42 43 44 45 46 47 48 BROWN GREEN ORANGE BLUE BROWN GREEN ORANGE BLUE 12CT DROP CABLE TO UPPER COMPARTMENT OF NEW DDP CABINET S GRADY WAYS GRADY WAY EX. 48 SMFO 48 SMFO BLUE BROWN BLUE BROWN 12 C T 12 C T BL U E 1 2 3 4 5 6 7 8 9 10 11 12 VI O L E T YE L L O W AQ U A RO S E BL A C K WH I T E SL A T E BR O W N GR E E N OR A N G E RE D BL U E 1 2 3 4 5 6 7 8 9 10 11 12 VI O L E T YE L L O W AQ U A RO S E BL A C K WH I T E SL A T E BR O W N GR E E N OR A N G E RE D BL U E S1 LOCATION S GRADY WAY & LAKE AVE S INTERSECTION 1.SEE DRAWING 1I2.02 FOR FIBER PATCHING. 2.FULL TUBE SPLICES SHALL SPLICE FIBERS TO MATCHING INTERNAL COLORS/NUMBERS. GENERAL NOTES LEGEND EXISTING FIBER NEW FIBER EXISTING SPLICE NEW SPLICE FULL TUBE SPLICE (SPLICE EACH STRAND TO THE CORRESPONDING COLOR) T-4214335 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 12CT DROP CABLE TO LOWER COMPARTMENT OF NEW DDP CABINET 6/21/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421451 D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 I 2 . 0 1 . d w g | L a y o u t : 1 I 2 . 0 4 PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 5 : 3 9 : 0 7 p m B y a a r o n k XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473 R ERSGEITE D K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT FIBER OPTIC SPLICE DIAGRAM 1I2.04 336 M. POWERS A. KING S. RAHMAN 1 2 3 4 5 6 7 8 9 10 11 12 VIOLET YELLOW AQUA ROSE BLACK WHITE SLATE BROWN GREEN ORANGE RED BLUE VIOLET YELLOW AQUA ROSE BLACK WHITE SLATE BROWN GREEN ORANGE RED BLUE37 38 39 40 41 42 43 44 45 46 47 48 BROWN GREEN ORANGE BLUE BROWN GREEN ORANGE BLUE 12CT DROP CABLE TO LOWER COMPARTMENT OF NEW DDP CABINET S GRADY WAYS GRADY WAY 48 SMFO 48 SMFO BLUE BROWN BLUE BROWN BL U E 12 C T 12 C T BL U E 1 2 3 4 5 6 7 8 9 10 11 12 VI O L E T YE L L O W AQ U A RO S E BL A C K WH I T E SL A T E BR O W N GR E E N OR A N G E RE D BL U E 1 2 3 4 5 6 7 8 9 10 11 12 VI O L E T YE L L O W AQ U A RO S E BL A C K WH I T E SL A T E BR O W N GR E E N OR A N G E RE D BL U E S2 LOCATION S GRADY WAY & SHATTUCK AVE S INTERSECTION 1.SEE DRAWING 1I2.02 FOR FIBER PATCHING. 2.FULL TUBE SPLICES SHALL SPLICE FIBERS TO MATCHING INTERNAL COLORS/NUMBERS. GENERAL NOTES LEGEND EXISTING FIBER NEW FIBER EXISTING SPLICE NEW SPLICE 1 2 3 4 5 6 7 8 9 10 11 12 VIOLET YELLOW AQUA ROSE BLACK WHITE SLATE BROWN GREEN ORANGE RED BLUE VIOLET YELLOW AQUA ROSE BLACK WHITE SLATE BROWN GREEN ORANGE RED BLUE37 38 39 40 41 42 43 44 45 46 47 48 T-4214336 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 12CT DROP CABLE TO UPPER COMPARTMENT OF NEW DDP CABINET 6/21/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421452 D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 I 2 . 0 1 . d w g | L a y o u t : 1 I 2 . 0 5 PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 5 : 3 9 : 0 8 p m B y a a r o n k XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473 R ERSGEITE D K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT FIBER OPTIC SPLICE DIAGRAM 1I2.05 337 M. POWERS A. KING S. RAHMAN 1 2 3 4 5 6 7 8 9 10 11 12 VIOLET YELLOW AQUA ROSE BLACK WHITE SLATE BROWN GREEN ORANGE RED BLUE VIOLET YELLOW AQUA ROSE BLACK WHITE SLATE BROWN GREEN ORANGE RED BLUE37 38 39 40 41 42 43 44 45 46 47 48 BROWN GREEN ORANGE BLUE 12CT DROP CABLE TO LOWER COMPARTMENT OF NEW DDP CABINET S GRADY WAY BLUE BROWN 48 SMFO BL U E 12 C T 12 C T BL U E 1 2 3 4 5 6 7 8 9 10 11 12 VI O L E T YE L L O W AQ U A RO S E BL A C K WH I T E SL A T E BR O W N GR E E N OR A N G E RE D BL U E 1 2 3 4 5 6 7 8 9 10 11 12 VI O L E T YE L L O W AQ U A RO S E BL A C K WH I T E SL A T E BR O W N GR E E N OR A N G E RE D BL U E S3 LOCATION S GRADY WAY & TALBOT RD S INTERSECTION 1.SEE DRAWING 1I2.02 FOR FIBER PATCHING. 2.FULL TUBE SPLICES SHALL SPLICE FIBERS TO MATCHING INTERNAL COLORS/NUMBERS. GENERAL NOTES LEGEND EXISTING FIBER NEW FIBER EXISTING SPLICE NEW SPLICE T-4214337 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 12CT DROP CABLE TO UPPER COMPARTMENT OF NEW DDP CABINET 6/21/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421453 D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 I 2 . 0 1 . d w g | L a y o u t : 1 I 2 . 0 6 PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 5 : 3 9 : 0 9 p m B y a a r o n k XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473 R ERSGEITE D K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT FIBER OPTIC SPLICE DIAGRAM 1I2.06 338 M. POWERS A. KING S. RAHMAN SE CARR RD96 SMFO S4 LOCATION SE CARR RD WEST OF 105TH PL SE INTERSECTION 1.SEE DRAWING 1I2.02 FOR FIBER PATCHING. 2.FULL TUBE SPLICES SHALL SPLICE FIBERS TO MATCHING INTERNAL COLORS/NUMBERS. GENERAL NOTES LEGEND EXISTING FIBER NEW FIBER NEW SPLICE SE CARR RD T-4214338 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 BLUE ORANGE GREEN BLUE ORANGE GREEN EX. 36 SMFO BROWN SLATE WHITE RED BLACK FULL TUBE SPLICE (SPLICE EACH STRAND TO THE CORRESPONDING COLOR) 6/21/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421454 D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 I 2 . 0 1 . d w g | L a y o u t : 1 I 2 . 0 7 PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 5 : 3 9 : 0 9 p m B y a a r o n k XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473 R ERSGEITE D K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT FIBER OPTIC SPLICE DIAGRAM 1I2.07 339 M. POWERS A. KING S. RAHMAN BLUE ORANGE GREEN SE CARR RD BLUE ORANGE GREEN 1 2 3 4 5 6 7 8 9 10 11 12 VIOLET YELLOW AQUA ROSE BLACK WHITE SLATE BROWN GREEN ORANGE RED BLUE 12 C T 1 2 3 4 5 6 7 8 9 10 11 12 VIOLET YELLOW AQUA ROSE BLACK WHITE SLATE BROWN GREEN ORANGE RED BLUE BL U E EX. 36 SMFO BLUE BLUE 1 2 3 4 5 6 7 8 9 10 11 12 VI O L E T YE L L O W AQ U A RO S E BL A C K WH I T E SL A T E BR O W N GR E E N OR A N G E RE D BL U E S5 LOCATION SE CARR RD & 105TH PL SE INTERSECTION 1.SEE DRAWING 1 I2.02 FOR FIBER PATCHING. 2.FULL TUBE SPLICES SHALL SPLICE FIBERS TO MATCHING INTERNAL COLORS/NUMBERS. GENERAL NOTES LEGEND EXISTING FIBER NEW FIBER NEW SPLICE FULL TUBE SPLICE (SPLICE EACH STRAND TO THE CORRESPONDING COLOR) SE CARR RD 96 SMFO 12CT DROP CABLE TO NEW TRAFFIC SIGNAL CABINET T-4214339 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 BROWN SLATE WHITE RED BLACK 6/21/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421455 D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 I 2 . 0 1 . d w g | L a y o u t : 1 I 2 . 0 8 PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 5 : 3 9 : 1 0 p m B y a a r o n k XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473 R ERSGEITE D K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT FIBER OPTIC SPLICE DIAGRAM 1I2.08 340 M. POWERS A. KING S. RAHMAN BLUE ORANGE GREEN 108TH AVE SE BLUE ORANGE GREEN 1 2 3 4 5 6 7 8 9 10 11 12 VIOLET YELLOW AQUA ROSE BLACK WHITE SLATE BROWN GREEN ORANGE RED BLUE 12 C T 1 2 3 4 5 6 7 8 9 10 11 12 VIOLET YELLOW AQUA ROSE BLACK WHITE SLATE BROWN GREEN ORANGE RED BLUE BL U E 12CT DROP CABLE TO TRAFFIC SIGNAL CABINET 36 SMFOEX. 36 SMFO BLUE BLUE 1 2 3 4 5 6 7 8 9 10 11 12 VI O L E T YE L L O W AQ U A RO S E BL A C K WH I T E SL A T E BR O W N GR E E N OR A N G E RE D BL U E S6 LOCATION 108TH AVE SE & SE 180TH ST INTERSECTION 1.SEE DRAWING 1I2.02 FOR FIBER PATCHING. 2.FULL TUBE SPLICES SHALL SPLICE FIBERS TO MATCHING INTERNAL COLORS/NUMBERS. GENERAL NOTES LEGEND EXISTING FIBER NEW FIBER EXISTING SPLICE NEW SPLICE FULL TUBE SPLICE (SPLICE EACH STRAND TO THE CORRESPONDING COLOR) 108TH AVE SE T-4214340 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/21/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421456 D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 I 2 . 0 1 . d w g | L a y o u t : 1 I 2 . 0 9 PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 5 : 3 9 : 1 0 p m B y a a r o n k XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473 R ERSGEITE D K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT FIBER OPTIC SPLICE DIAGRAM 1I2.09 341 M. POWERS A. KING S. RAHMAN 1 2 3 4 5 6 7 8 9 10 11 12 VIOLET YELLOW AQUA ROSE BLACK WHITE SLATE BROWN GREEN ORANGE RED BLUE 1 2 3 4 5 6 7 8 9 10 11 12 VI O L E T YE L L O W AQ U A RO S E BL A C K WH I T E SL A T E BR O W N GR E E N OR A N G E RE D BL U E 12 C T BL U E 12CT DROP CABLE TO TRAFFIC SIGNAL CABINET BLUE S7 LOCATION 108TH AVE SE & SE 186TH ST INTERSECTION 1.SEE DRAWING 1I2.02 FOR FIBER PATCHING. 2.FULL TUBE SPLICES SHALL SPLICE FIBERS TO MATCHING INTERNAL COLORS/NUMBERS. GENERAL NOTES LEGEND EXISTING FIBER NEW FIBER EXISTING SPLICE NEW SPLICE FULL TUBE SPLICE (SPLICE EACH STRAND TO THE CORRESPONDING COLOR) BLUE ORANGE GREEN 108TH AVE SE 36 SMFO T-4214341 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/21/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421457 D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 I 2 . 0 1 . d w g | L a y o u t : 1 I 2 . 1 0 PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 5 : 3 9 : 1 1 p m B y a a r o n k XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473 R ERSGEITE D K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT COMMUNICATION VAULT DETAILS 1I2.10 342 M. POWERS A. KING S. RAHMAN PLAN VIEW END VIEWSECTION A-A A A No. 25P GALVANIZE DIAMOND PLATE DOORS W/LOCKING BOLTS 1' - 9 14" C L E A R O P E N I N G 1'- 1 1 5 8" D O O R S O . D . 2'- 3 12" BOLT DOWN LOCKING (2) - 12"Ø HEX BOLTS 4'-87 8" CLEAR OPENING 4'-1114" DOORS O.D. 5'-3" 58"Ø INSERT W/HEX BOLT (2 EACH SIDE) 112"Ø LIFT HOLE (1 EACH SIDE) 2'-4" 2" FULL LENGTH 10' WIDE KNOCKOUT IN FLOOR FOR INTERCEPTS 4'-0" LONG GALVANIZED "C" CHANNEL (1 EACH SIDE) 1'-514" 312" ADJUSTMENT 2' - 7 12" 2' - 6 " 112" FIELD GROUT 1'- 1 0 12" 512" 2" 83 4"10"83 4" 34" 512"x10" BLOCKOUT (1 EACH END) CONDUIT FOR FIBER WITH 48" OR GREATER BEND RADIUS - DEPTH VARIES TRIM EXISTING CONDUIT TO WITHIN 2" OF BOTTOM AND/OR SIDE OF NEW 25-TA VAULT AND INSTALL BELL END TO TRIMMED CONDUIT 6" G R A V E L B E D 2" MIN. (TYP) SCALE: 25-TA COMMUNICATION VAULT DETAIL NTS 1 SCALE: JUNCTION BOX CONVERSION DETAIL NTS 2 TO BOTTOMLESS 25-TA VAULT CONDUIT FOR FIBER WITH 48" OR GREATER BEND RADIUS - DEPTH VARIES TRIM EXISTING CONDUIT TO WITHIN 2" OF BOTTOM AND/OR SIDE OF NEW 25-TA VAULT AND INSTALL BELL END TO TRIMMED CONDUIT EXISTING JUNCTION BOX 2" 2" 25-TA VAULT T-4214342 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/21/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421458 D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 I 2 . 0 1 . d w g | L a y o u t : 1 I 2 . 1 1 PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 5 : 3 9 : 1 2 p m B y a a r o n k XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473 R ERSGEITE D K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT JUNCTION BOX DETAILS 1I2.11 343 M. POWERS A. KING S. RAHMAN VARIES REMOVE EXISTING JUNCTION BOX AS CALLED OUT IN PLANS RECONFIGURE EXISTING CONDUITS MODIFY NEW OR EMPTY CONDUIT TO HAVE 48" OR GREATER BEND RADIUS FOR FIBER. NOTES 1.DIMENSIONS SHOWN ARE NOMINAL. EXACT DIMENSIONS MAY VARY AMONG DIFFERENT MANUFACTURERS. 2.THE MINIMUM THICKNESS OF LIDS SHALL BE 38" THICK STEEL FOR TYPE 1 AND TYPE 2 BOXES AND 12" THICK STEEL FOR TYPE 8 BOXES. THE DIAMOND PATTERN SHALL BE A MINIMUM OF 28% MINIMUM OF OVERALL THICKNESS. JUNCTION BOXES INSTALLED IN SIDEWALK, WALKWAYS, AND SHARED-USE PATHS SHALL HAVE A SLIP-RESISTANT COATING ON THE LID AND LIP COVER PLATE AND SHALL BE INSTALLED WITH THE SURFACE FLUSH WITH AND MATCHED TO THE GRADE OF THE SIDEWALK, WALKWAY, OR SHARED-USE PATH. 3.LID SUPPORT MEMBERS SHALL BE 316" MIN. THICK STEEL C, L OR T SHAPE WELDED TO THE FRAME. 4.WHEN SPECIFIED IN THE CONTRACT, TYPE 2 AND TYPE 8 BOXES SHALL BE PROVIDED WITH 12" DEEP EXTENSION BOXES. 5.A 14" NC X 3 4" STAINLESS STEEL GROUND STUD WITH S. S. NUT SHALL BE WELDED TO THE BOTTOM OF THE LID. EQUIPMENT BONDING JUMPER SHALL BE #8 AWG MIN. X 4' OF TINNED BRAIDED COPPER. 6.SEE THE STANDARD SPECIFICATIONS FOR ALTERNATIVE USE OF REINFORCEMENT. 7.WHEN REPLACING AN EXISTING JUNCTION BOX, THE END OF EACH EXISTING EMPTY CONDUIT FOR NEW FIBER OPTIC CABLE INSTALLATION SHALL BE CUT BACK AND REPLACED WITH A 45° FACTORY BEND WITH A MINIMUM 48" BENDING RADIUS. TRIM ALL EXISTING CONDUITS TO WITHIN 2" OF BOTTOM OR SIDE OF THE NEW JUNCTION BOX. 8.THE TYPE 8 LIDS SHALL BE GALVANIZED AND BOTH LIDS SHALL BE BONDED. HINGES SHALL ALLOW THE LID TO OPEN 180°' 9.ALL CONDUIT SHALL HAVE BELL ENDS. 10.BOLTS AND NUTS SHALL BE LIBERALLY COATED WITH ANTI-SEIZE COMPOUND. INCIDENTAL VEHICLE TRAFFIC PAVED AREA 2" (TYP) 2" MIN (TYP) 48" OR GREATER BEND RADIUS NEW OR EMPTY CONDUIT FOR FIBER VARIES 1" NOMINAL INCIDENTAL VEHICLE TRAFFIC PAVED AREA 6" CSTC 2"(TYP)2"(TYP) 2" REPLACE WITH NEW JUNCTION BOX OR VAULT AS CALLED OUT IN THE PLANS 2" MAX 2" (TYP) VARIES 2" MAX 33" (TYP) 42" (TYP)1" NOMINAL 6" CSTC 3" 48" OR GREATER BEND RADIUS NEW OR EMPTY CONDUIT FOR FIBER 2" MIN (TYP) 3" (TYP) SCALE: REPLACEMENT AND RECONFIGURATION DETAIL NTS 1 SCALE: TYPE 8 JUNCTION BOX INSTALLATION DETAIL NTS 3 SCALE: TYPE 2 JUNCTION BOX INSTALLATION DETAIL NTS 2 T-4214343 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/21/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421459 D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 I 2 . 0 1 . d w g | L a y o u t : 1 I 2 . 1 2 PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 5 : 3 9 : 1 3 p m B y a a r o n k XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473 R ERSGEITE D K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT FIBER OPTIC INSTALLATION DETAILS 1I2.12 344 M. POWERS A. KING S. RAHMAN JUNCTION GROUND GROUND TO JUNCTION BOX OR CONTROLLER CABINET COUPLING (TYP.) 2" CONDUIT RISER RUBBER CAP STANDOFF BRACKET (WITH THROUGH BOLT) (TYP.) EXISTING WOOD UTILITY POLE CABLE STORAGE RACK (WHERE REQUIRED) (SEE DETAIL BELOW) ADJUSTABLE DEADEND CLEVIS ASSEMBLY FOR GUYING 10' (TYP.)8' MIN. 24"-36" 6" FIBER OPTIC CABLE COILED IN BOX 7" MIN. CLEARANCE NEW OR EXISTING CONDUIT SPIRAL PER FOOT COUNTERCLOCKWISE. FIBER OPTIC CABLES WITH OR WITHOUT OTHER CABLES PER FOOT CLOCKWISE AND ONE 360° LASHING WIRE WITH ONE 360° SPIRAL BOX SCALE: RISER DETAIL NTS 1 SCALE: FIBER OPTIC INSTALLATION DETAIL NTS 3 NOTES 1.BRACKET RADIUS SHALL BE LARGER THAN CABLE MANUFACTURERS MINIMUM BEND RADIUS FOR LONG ERM STORAGE OF LARGEST CABLE DIAMETER. 2.ALL FIBER TRUNK CABLE SHALL BE DOUBLE LASHED. DROP CABLE MAY BE SINGLE LASHED. SCALE: TYPICAL CABLE LASHING DETAIL NTS 2 DOUBLE LASHING 24" OR GREATER BEND RADIUS T-4214344 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/21/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421460 D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 I 2 . 0 1 . d w g | L a y o u t : 1 I 2 . 1 3 PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 5 : 3 9 : 1 3 p m B y a a r o n k XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473 R ERSGEITE D K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT POLE SCHEDULE TABLE 1I2.13 345 M. POWERS A. KING S. RAHMAN PSE POLE #PROPOSED RISER HEIGHT (FT) PROPOSED MESSENGER CABLE ATTACHMENT HEIGHT (FT) 316392 166291 TBD TBD 316363 166291 TBD TBD *TBD TBD 316310 166288 TBD TBD 316276 166288 TBD TBD 316251 166288 TBD TBD 316221 166288 TBD TBD POLE SCHEDULE: PROPOSED ATTACHMENT HEIGHTS FOR AERIAL FIBER OPTIC INSTALLATION NOTES 1.AERIAL INSTALLATION OF FIBER OPTIC CABLE SHALL BE COMPLETED IN ACCORDANCE WITH NESC STANDARDS FOR AERIAL INSTALLATION OF COMMUNICATION CABLES. *MISSING TAG T-4214345 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/21/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421461 D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 L 1 . 0 1 . d w g | L a y o u t : 1 L 1 . N 1 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 1 : 3 4 : 2 8 p m B y a a r o n k XR E F S : X - L E G E N D . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; X - L D _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - I L _ R E N T O N _ B A S E . d w g ; X - P A R C E L - I N F O . d w g ; X - I L _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - I T S _ R E N T O N . d w g ; X - I T S _ K E N T . d w g ; X - U T _ R E N T O N . d w g ; X - T R E E - P R O T E C T I O N _ R E N T O N . d w g ; X - I T S _ K E N T - E X . d w g ; X - I T S _ R E N T O N - E X . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT LIGHTING GENERAL NOTES, CONSTRUCTION NOTES AND LEGEND 1L1.N1 346 A. KING S. XIA K. NORBERG INSTALL NEW STREET LIGHT POLE AND FOUNDATION WITH NEW LED FIXTURE PER CITY OF RENTON STANDARD PLAN 117.1. INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. SERVICE POINT. COORDINATE WITH PSE ELECTRICAL SERVICE REPRESENTATIVE FOR SERVICE CONNECTION (SR# TO BE ISSUED AT A LATER DATE). INSTALL TYPE 8 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.30-04. SERVICE CABINET. SEE SIGNAL DRAWINGS FOR DETAILS. REMOVE EXISTING STREET LIGHT POLE, FOUNDATION, BRACKET ARM, LUMINAIRE AND ASSOCIATED WIRING AND RETURN EXISTING LIGHT TO CITY OF RENTON SIGNAL SHOP. INSTALL NEW STREET LIGHT POLE AND FOUNDATION WITH STREET AND PEDESTRIAN COMBO LIGHT PER CITY OF RENTON STANDARD PLAN 117.1. CONSTRUCTION NOTES INSTALL PEDESTRIAN SCALE LUMINAIRE POLE AND FOUNDATION WITH NEW LED FIXTURE PER CITY OF RENTON STANDARD PLAN 117.2. INSTALL NEW CONDUITS INTO EXISTING JUNCTION BOX. SPLICE NEW LIGHTING CONDUCTORS WITH EXISTING LIGHTING CONDUCTORS IN JUNCTION BOX TO REFEED THE EXISTING TWO STREET LIGHTS TO THE WEST ON S GRADY WAY. LIGHTING GENERAL NOTES 1.ALL TRANSPORTATION INFRASTRUCTURE FEATURES ARE TO BE MAINTAINED ON LEVEL GRADE IF THE SURFACE LEVEL FROM CONSTRUCTION IS CHANGED (I. E. JUNCTION BOXES, LUMINAIRE POLES, TRAFFIC SIGNAL POLES, SIGN POSTS). 2.ALL OTHER TRANSPORTATION INFRASTRUCTURE SHALL BE PROVIDED TO BE ON LEVEL GRADE ONCE CONSTRUCTION IS COMPLETE. 3.ALL EXISTING OR PROPOSED TRANSPORTATION FEATURES WITHIN THE PROJECT CONSTRUCTION LIMITS SHALL MEET CURRENT ADA STANDARDS (I. E. JUNCTION BOXES SHALL HAVE NON- SKID LIDS). 4.ALL TRANSPORTATION ASSETS THAT ARE TO BE REMOVED AND THEN REINSTALLED AT A LATER DATE DURING CONSTRUCTION SHALL BE RE - INSTALLED TO CURRENT STANDARDS. 5.SIGNAL POLE, LUMINAIRE, AND CABINET FOUNDATIONS SHALL BE CLASS 4000P CONCRETE. 6.ALL TRAFFIC SIGNAL SYSTEMS, ILLUMINATION SYSTEMS, OR OTHER ELECTRICAL TRANSPORTATION SYSTEMS ARE SUBJECT TO INSPECTION BY CITY OF RENTON TRANSPORTATION OPERATIONS MAINTENANCE DEPARTMENT PRIOR TO FINAL ACCEPTANCE. CONTRACTOR TO COORDINATE INSPECTION WITH THE TRANSPORTATION OPERATIONS MAINTENANCE MANAGER OR OTHER TRANSPORTATION OPERATIONS MAINTENANCE REPRESENTATIVE. 7.MINIMUM GROUND WIRE SIZE SHALL BE # 8. IF CURRENT CARRYING CONDUCTORS ARE LARGER THAN # 8, THE MINIMUM GROUND WIRE SIZE SHALL MATCH THE LARGEST WIRE SIZE OF THE CURRENT CARRYING CONDUCTORS. 8.EQUIPMENT GROUND WIRE & BARE WIRE SHALL BE SECURELY FASTENED TO THE GROUND LUG INSIDE THE POLE HANDHOLE. ALL BONDING & GROUNDING CONNECTIONS SHALL REMAIN ACCESSIBLE FOR INSPECTION AND MAINTENANCE. 9.IF THE FIXTURE MANUFACTURER HAS MADE PROVISIONS FOR THE ATTACHMENT OF A GROUND WIRE, A GREEN INSULATED WIRE OF THE SAME SIZE SHALL RUN FROM THE FIXTURE TO THE GROUND LUG INSIDE THE POLE HANDHOLE. IF THE FIXTURE MANUFACTURER HAS A GROUND LUG A # 8 GREEN INSULATED WIRE SHALL BE RUN FROM THE FIXTURE GROUND LUG TO THE POLE GROUND LUG. 10.THE BASIC LUMINAIRE ELECTRICAL WIRING SYSTEM SHALL MEET THE REQUIREMENTS OF CITY OF RENTON STANDARD PLAN 119. 11.THE CONSTRUCTION PLANS DO NOT SHOW ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL INVESTIGATE UTILITIES PRIOR TO ANY FOUNDATION EXCAVATION AND CONDUIT TRENCHING TO AVOID DAMAGE TO ANY UNDERGROUND UTILITIES. HAND DIGGING MAY BE REQUIRED IN AREAS WHERE EXISTING UNDERGROUND UTILITIES CONFLICT WITH POLE FOUNDATION INSTALLATION. ALL EXISTING UTILITIES SHALL BE LOCATED AND MARKED IN THE FIELD BEFORE PERFORMING ANY UNDERGROUND WORK. CARE SHALL BE EXERCISED WHEN EXCAVATING, TRENCHING, OR BORING NEAR ANY EXISTING UTILITIES. UTILITY COMPANIES SHALL BE CONTACTED THROUGH THE ENGINEER IF PROPOSED CONSTRUCTION CONFLICTS WITH ANY EXISTING UTILITIES. ALL EXISTING UTILITY INFRASTRUCTURE TO BE PROTECTED AT ALL TIMES THROUGHOUT CONSTRUCTION. 12.ALL CONDUIT ROUTES SHOWN IN PLANS ARE TO BE FIELD VERIFIED. CONDUIT ROUTES ARE SHOWN SCHEMATICALLY. 13.NEW POLE LOCATIONS SHALL BE APPROVED BY THE ENGINEER BEFORE EXCAVATION WORK BEGINS. 14.EXISTING ROADWAY ILLUMINATION SYSTEMS WITHIN THE PACKAGE LIMITS WILL BE MAINTAINED AND PROTECTED UNLESS OTHERWISE NOTED ON THESE PLANS. 15.LIGHT POLES IN CITY OF RENTON RIGHT-OF-WAY WILL BE LOCATED ACCORDING TO CITY OF RENTON STANDARD PLANS 117.1, 117.2, 120, AND 124. INSTALLATION OF LIGHT POLES AND JUNCTION BOXES OUTSIDE OF SIDEWALK AREAS SHALL INCLUDE THE CONCRETE PAD PER CITY OF RENTON STANDARD PLAN 120. 16.EXISTING ILLUMINATION LEVELS SHALL BE MAINTAINED DURING CONSTRUCTION 17.VERIFY WITH CITY OF RENTON SIGNAL TECHNICIANS WHEN CONNECTING TO EXISTING ELECTRICAL SYSTEM TO CONFIRM INTEGRITY OF SYSTEM AND VIABILITY OF EXISTING CONDUITS AND JUNCTION BOXES. INSTALL CONDUIT INTO PSE PROVIDED SECONDARY JUNCTION BOX. SERVICE CABINET. SEE 1L2.08 FOR SERVICE PANEL DETAILS. BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED RESTORE AREA DISTURBED BY CORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. INSTALL CONDUIT INTO SIGNAL JUNCTION BOX. SEE SIGNAL DRAWINGS FOR DETAILS. REPLACE EXISTING LUMINAIRE ON EXISTING PSE WOOD POLE (BY OTHERS). INTERCEPT EXISTING CONDUIT AND EXTEND TO NEW JUNCTION BOX. SERVICE POINT. SEE ELECTRICAL DRAWINGS FOR DETAILS. CONSTRUCTION NOTES (CONT.) SOLAR LIGHT ON SIGN POST (BY OTHERS). SEE 1L2.09 FOR DETAILS. INSTALL 4-2'' PVC RISER ON NEW PSE WOOD POLE (BY OTHERS). PROTECT IN PLACE EXISTING PRIVATE (ARCO) LIGHT POLE. REMOVE EXISTING PRIVATE (TESLA) LIGHT POLE, FOUNDATION, BRACKET ARM, LUMINAIRE AND ASSOCIATED WIRING (BY OTHERS). PROTECT IN PLACE EXISTING PRIVATE (TESLA) LIGHT POLE. REMOVE EXISTING PRIVATE (ARCO) LIGHT POLE, FOUNDATION, BRACKET ARM, LUMINAIRE AND ASSOCIATED WIRING (BY OTHERS). PROTECT IN PLACE EXISTING PRIVATE (RENTON VILLAGE) LIGHT POLE. PROTECT IN PLACE EXISTING STREET LIGHT POLE. SEE ITS PLAN FOR JUNCTION BOX REMOVAL. REMOVE EXISTING SERVICE CABINET. REMOVE EXISTING JUNCTION BOX. DISCONNECT EXISTING LIGHTING CONDUCTORS IN BASE OF POLE AND PULL BACK CONDUCTORS WEST TO NEAREST JUNCTION BOX. DISCONNECT EXISTING LIGHTING CONDUCTORS IN BASE OF POLE AND PULL BACK CONDUCTORS EAST TO NEAREST JUNCTION BOX. DISCONNECT EXISTING LIGHTING CONDUCTORS IN BASE OF POLE AND PULL BACK CONDUCTORS FROM THE WEST AND SOUTH TO NEAREST JUNCTION BOX. INSTALL CONCRETE PAD PER CITY OF RENTON STANDARD PLAN 120. INSTALL LUMINAIRE ON NEW SIGNAL MAST ARM POLE PER CITY OF RENTON STANDARD PLAN 140. SEE SIGNAL DRAWINGS FOR DETAILS. RELOCATE EXISTING LUMINAIRE MOUNTED TO EXISTING SIGNAL MAST ARM POLE. SEE SIGNAL DRAWINGS FOR DETAILS. INSTALL NEW LUMINAIRE ON NEW PSE WOOD POLE (BY OTHERS). EXISTING SERVICE CABINET. INSTALL CONCRETE PAD EXTENDING 1 FT FROM THE EDGE OF THE POLE BASE. INSTALL CONCRETE PAD EXTENDING 1 FT FROM THE EDGE OF THE JUNCTION BOX. INSTALL LUMINAIRE ON NEW HAWK SIGNAL MAST ARM POLE PER CITY OF RENTON STANDARD PLAN 138.3. SEE SIGNAL DRAWINGS FOR DETAILS. REMOVE EXISTING JUNCTION BOX AND ABANDON EXISTING CONDUIT IN PLACE. T-4214346 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 SPLICE NEW LIGHTING CONDUCTORS WITH EXISTING LIGHTING CONDUCTORS IN JUNCTION BOX TO REFEED THE EXISTING TWO STREET LIGHTS TO THE EAST ON S GRADY WAY. SPLICE NEW LIGHTING CONDUCTORS WITH EXISTING LIGHTING CONDUCTORS IN JUNCTION BOX TO REFEED THE EXISTING TWO STREET LIGHTS TO THE NORTH ON TALBOT RD S. PULL BACK EXISTING LIGHTING CONDUCTORS TO EXISTING JUNCTION BOX AND INSTALL THROUGH EXISTING AND NEW CONDUIT. INSTALL GRIDSMART VIDEO DETECTION CAMERA ON LUMINAIRE BRACKET ARM. SEE SIGNAL DRAWINGS FOR DETAILS. LEGEND: ROADWAY LUMINAIRE, BRACKET ARM PEDESTRIAN LUMINAIRE, POLE, CONDUIT PROPOSEDEXISTING JUNCTION BOX - TYPE 1, 2/4, 3/8 SERVICE CABINET X LUMINAIRE POLE NUMBER X CONSTRUCTION NOTE WIRE NOTE DESCRIPTION POLE, AND FOUNDATION AND FOUNDATION PSE LUMINAIRE AND BRACKET ARM EXISTING PSE LUMINAIRE REPLACEMENT SIGNAL LUMINAIRE AND BRACKET ARM (LENGTH VARIES) 6/12/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421462 C SDSDSDSDSD 19 2 3 0 5 - 9 1 0 1 192305-9102 192305-9103 192305-9032 18+29 17+ 0 0 18 + 0 0 10+00 11+00 12+00 13+00 14+00 C D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 L 1 . 0 1 . d w g | L a y o u t : 1 L 1 . 0 1 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 1 : 3 4 : 3 9 p m B y a a r o n k XR E F S : X - L E G E N D . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; X - L D _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - I L _ R E N T O N _ B A S E . d w g ; X - P A R C E L - I N F O . d w g ; X - I L _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - I T S _ R E N T O N . d w g ; X - I T S _ K E N T . d w g ; X - U T _ R E N T O N . d w g ; X - T R E E - P R O T E C T I O N _ R E N T O N . d w g ; X - I T S _ K E N T - E X . d w g ; X - I T S _ R E N T O N - E X . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' LAK E A V E S (LA K - L I N E ) S GRADY WAY (GRA-LINE) INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. 8 8 8 8 WIRING SCHEDULE RUN NO. CONDUIT SIZE EXISTING CONDUCTORS STREET LIGHTING PEDESTRIAN LIGHTING GROUND REMARKS 4 2" PVC 2-#6 1-#6 10 2" PVC 4-#6 1-#6 2" PVC SPARE 11 2" PVC 2-#6 1-#6 2" PVC SPARE RENTON SEGMENT LIGHTING PLAN GRA 10+00 TO GRA 14+00 1L1.01 347 A. KING S. XIA K. NORBERG REMOVE EXISTING STREET LIGHT POLE, FOUNDATION, BRACKET ARM, LUMINAIRE AND ASSOCIATED WIRING AND RETURN EXISTING LIGHT TO CITY OF RENTON SIGNAL SHOP. CONSTRUCTION NOTES GENERAL NOTES 1.SEE SHEET 1L1.N1 FOR STREET LIGHTING GENERAL NOTES. 2.SEE SIGNAL DRAWINGS FOR ADDITIONAL CONDUIT, AND WIRING AT THE INTERSECTIONS. 3.SEE SHEET 1L2.01 FOR WIRING SCHEMATICS. 4.SEE SHEET 1L2.05 FOR POLE SCHEDULES. 5.MAINTAIN CLEARANCE FROM PSE OVERHEAD TRANSMISSION LINES. EX. ROW 2 4 2 2 4 2 4 11 4 10 4 10 4 10 2 3 4 5 EX. ROW 862 4 INSTALL PEDESTRIAN SCALE LUMINAIRE POLE AND FOUNDATION WITH NEW LED FIXTURE PER CITY OF RENTON STANDARD PLAN 117.2. 10 40 40 26 INSTALL CONCRETE PAD PER CITY OF RENTON STANDARD PLAN 120. 32 32 32 32 32 EX. 230 kV transmission lines EX. 230 kV transmission lines SEE ITS PLAN FOR JUNCTION BOX REMOVAL. REMOVE EXISTING JUNCTION BOX AND ABANDON EXISTING CONDUIT IN PLACE. T-4214347 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421463 P B PB C SD SDSDSD SDSDSDSDSD SD SD SD 192305-9043 192305-9096 192305-9032 14+00 15+00 16+00 17+00 18+00 19+00 \ \ \ \ \ \ \ \ \ \ \ \ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ C D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 L 1 . 0 1 . d w g | L a y o u t : 1 L 1 . 0 2 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 1 : 3 4 : 5 0 p m B y a a r o n k XR E F S : X - L E G E N D . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; X - L D _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - I L _ R E N T O N _ B A S E . d w g ; X - P A R C E L - I N F O . d w g ; X - I L _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - I T S _ R E N T O N . d w g ; X - I T S _ K E N T . d w g ; X - U T _ R E N T O N . d w g ; X - T R E E - P R O T E C T I O N _ R E N T O N . d w g ; X - I T S _ K E N T - E X . d w g ; X - I T S _ R E N T O N - E X . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' S GRADY WAY SH A T T U C K A V E S (GRA-LINE) 8 INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. RENTON SEGMENT LIGHTING PLAN GRA 14+00 TO GRA 19+00 1L1.02 348 A. KING S. XIA K. NORBERG INSTALL TYPE 8 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.30-04. 8 8 8 WIRING SCHEDULE RUN NO. CONDUIT SIZE EXISTING CONDUCTORS STREET LIGHTING PEDESTRIAN LIGHTING GROUND REMARKS 4 2" PVC 2-#6 1-#6 8 2" PVC 2-#6 2-#6 1-#6 2" PVC SPARE 10 2" PVC 4-#6 1-#6 2" PVC SPARE 16 2" PVC 2-#6 4-#6 1-#6 2" PVC SPARE 24 3" HDPE 4-#6 1-#6 3" HDPE SPARE 33 EX 2"4-#6**1-#6 **REINSTALL SERVICE CABINET. SEE SIGNAL DRAWINGS FOR DETAILS. REMOVE EXISTING STREET LIGHT POLE, FOUNDATION, BRACKET ARM, LUMINAIRE AND ASSOCIATED WIRING AND RETURN EXISTING LIGHT TO CITY OF RENTON SIGNAL SHOP. CONSTRUCTION NOTES GENERAL NOTES 1.SEE SHEET 1L1.N1 FOR STREET LIGHTING GENERAL NOTES. 2.SEE SIGNAL DRAWINGS FOR ADDITIONAL CONDUIT, AND WIRING AT THE INTERSECTIONS. 3.SEE SHEET 1L2.01 FOR WIRING SCHEMATICS. 4.SEE SHEET 1L2.05, 1L2.06, AND 1L2.07 FOR POLE SCHEDULES. 5.SEE SIGNAL DRAWINGS FOR LUMINAIRES ON SIGNAL MAST ARM POLES. 6.MAINTAIN CLEARANCE FROM PSE OVERHEAD TRANSMISSION LINES. BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY CORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. 13 EX. ROW EX. ROW EX. ROW 5 5 6 2 4 210 4 24 4 16 16 4 16 4 16 8 9 10 11 EX. ROW 32 12 2 44 23 21 21 21 REMOVE EXISTING PRIVATE (TESLA) LIGHT POLE, FOUNDATION, BRACKET ARM, LUMINAIRE AND ASSOCIATED WIRING (BY OTHERS). PROTECT IN PLACE EXISTING PRIVATE (TESLA) LIGHT POLE. PROTECT IN PLACE EXISTING STREET LIGHT POLE. 2424 2 27 REMOVE EXISTING SERVICE CABINET. 26 INSTALL LUMINAIRE ON NEW SIGNAL MAST ARM POLE PER CITY OF RENTON STANDARD PLAN 140. SEE SIGNAL DRAWINGS FOR DETAILS. 3350 33 51 3352 INSTALL PEDESTRIAN SCALE LUMINAIRE POLE AND FOUNDATION WITH NEW LED FIXTURE PER CITY OF RENTON STANDARD PLAN 117.2. INSTALL CONCRETE PAD PER CITY OF RENTON STANDARD PLAN 120. 32 32588 26 32 16 8 32 598 2 16 8 4 EX. 230 kV transmission lines EX. 230 kV transmission lines INSTALL CONCRETE PAD EXTENDING 1 FT FROM THE EDGE OF THE POLE BASE. INSTALL CONCRETE PAD EXTENDING 1 FT FROM THE EDGE OF THE JUNCTION BOX. 38 38 37 37 40 40 40 SEE ITS PLAN FOR JUNCTION BOX REMOVAL. REMOVE EXISTING JUNCTION BOX AND ABANDON EXISTING CONDUIT IN PLACE. T-4214348 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 TR O - 4 1 - 4 2 1 4 44 43 PULL BACK EXISTING LIGHTING CONDUCTORS TO EXISTING JUNCTION BOX AND INSTALL THROUGH EXISTING AND NEW CONDUIT. INSTALL GRIDSMART VIDEO DETECTION CAMERA ON LUMINAIRE BRACKET ARM. SEE SIGNAL DRAWINGS FOR DETAILS. 93 25 33 PROTECT IN PLACE EXISTING PRIVATE (RENTON VILLAGE) LIGHT POLE. 26 6/12/2024 Condition of Approval #8: ITERIS APEX VECTOR (4-WAY) video detection system is required for all video detection on the project in lieu of Gridsmart Video Detection Cameras. Update project specifications. DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421464 F F SDSDSDSDSDSD SDSDSDSDSD SD UD UD UD UD 192305-9070 192305-9023 192305-9070 19+00 20+00 21+00 22+00 23+00 24+00 SSSSSSSSSSSSSSSSSS \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ // C D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 L 1 . 0 1 . d w g | L a y o u t : 1 L 1 . 0 3 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 1 : 3 5 : 0 2 p m B y a a r o n k XR E F S : X - L E G E N D . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; X - L D _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - I L _ R E N T O N _ B A S E . d w g ; X - P A R C E L - I N F O . d w g ; X - I L _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - I T S _ R E N T O N . d w g ; X - I T S _ K E N T . d w g ; X - U T _ R E N T O N . d w g ; X - T R E E - P R O T E C T I O N _ R E N T O N . d w g ; X - I T S _ K E N T - E X . d w g ; X - I T S _ R E N T O N - E X . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' S GRADY WAY (GRA-LINE) RENTON SEGMENT LIGHTING PLAN GRA 19+00 TO GRA 24+00 1L1.03 349 A. KING S. XIA K. NORBERG INSTALL NEW STREET LIGHT POLE AND FOUNDATION WITH STREET AND PEDESTRIAN COMBO LIGHT PER CITY OF RENTON STANDARD PLAN 117.1. SPLICE STREET AND PEDESTRIAN LIGHTING CONDUCTORS TO POLE AND BRACKET CABLE PER CITY OF RENTON STANDARD PLAN 119. INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. WIRING SCHEDULE RUN NO. CONDUIT SIZE EXISTING CONDUCTORS STREET LIGHTING PEDESTRIAN LIGHTING GROUND REMARKS 3 2" PVC 4-#6 1-#6 2" PVC SPARE 4 2" PVC 2-#6 1-#6 6 2" PVC 2-#6 2-#6 1-#6 2" PVC STUBOUT 1' FROM EDGE OF CONCRETE FOUNDATION, CAP FOR FUTURE USE 7 2" PVC 4-#6 4-#6 1-#6 2" PVC SPARE 8 2" PVC 2-#6 2-#6 1-#6 2" PVC SPARE 14 2" PVC 4-#6 2-#6 1-#6 2" PVC SPARE 20 EX 1"2-#6*2-#6 1-#6 *REMOVE 27 2" PVC SPARE 2" PVC SPARE 33 EX 2"4-#6**1-#6 **REINSTALL 37 1" PVC 2-#6 1-#6 42 2" PVC 4-#6**1-#6 **REINSTALL 7 7 8 INSTALL PEDESTRIAN SCALE LUMINAIRE POLE AND FOUNDATION WITH NEW LED FIXTURE PER CITY OF RENTON STANDARD PLAN 117.2. SPLICE PEDESTRIAN LIGHTING CONDUCTORS TO POLE AND BRACKET CABLE IN HANDHOLE. 8 8 8 CONSTRUCTION NOTESGENERAL NOTES 1.SEE SHEET 1L1.N1 FOR STREET LIGHTING GENERAL NOTES. 2.SEE SIGNAL DRAWINGS FOR ADDITIONAL CONDUIT, AND WIRING AT THE INTERSECTIONS. 3.SEE SHEET 1L2.01 AND 1L2.02 FOR WIRING SCHEMATICS. 4.SEE SHEET 1L2.05 AND 1L2.07 FOR POLE SCHEDULES. REMOVE EXISTING STREET LIGHT POLE, FOUNDATION, BRACKET ARM, LUMINAIRE AND ASSOCIATED WIRING AND RETURN EXISTING LIGHT TO CITY OF RENTON SIGNAL SHOP. EX. ROW 2 2 4 2 4 2 2 2 8 6 6 8 6 7 6 7 4 7 4 7 4 14 4 7 17 18 19 20 22 23 2 EX. ROW 2 8 21 2 4 7 716 715 STATION 59841 (IB) TIER 1 STATION 55936 (OB) TIER 1 21 21 21 22 22 22 REMOVE EXISTING PRIVATE (TESLA) LIGHT POLE, FOUNDATION, BRACKET ARM, LUMINAIRE AND ASSOCIATED WIRING (BY OTHERS). REMOVE EXISTING PRIVATE (ARCO) LIGHT POLE, FOUNDATION, BRACKET ARM, LUMINAIRE AND ASSOCIATED WIRING (BY OTHERS). 40 2816 REMOVE EXISTING JUNCTION BOX. INTERCEPT EXISTING CONDUIT AND EXTEND TO NEW JUNCTION BOX. 42 37 33 3 DISCONNECT EXISTING LIGHTING CONDUCTORS IN BASE OF POLE AND PULL BACK CONDUCTORS WEST TO NEAREST JUNCTION BOX. 16 210 20 SPLICE NEW LIGHTING CONDUCTORS WITH EXISTING LIGHTING CONDUCTORS IN JUNCTION BOX TO REFEED THE EXISTING TWO STREET LIGHTS TO THE WEST ON S GRADY WAY. PROTECT IN PLACE EXISTING STREET LIGHT POLE. 2732 32 32 32 32 INSTALL CONCRETE PAD PER CITY OF RENTON STANDARD PLAN 120. EX. 230 kV transmission lines SEE ITS PLAN FOR JUNCTION BOX REMOVAL. 29 8925 40 T-4214349 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 TR O - 4 1 - 4 2 1 4 6/12/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421465 v v v v v v v PB PB C SDSDSDSDSDSDSD S D SD SD S D 91 5 4 6 0 - 0 0 0 5 915460-0010 192305-9 0 2 3 PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL P 24 + 0 0 25 + 0 0 26 + 0 0 10+0010+00 11+00 12+00 13+00 14+00 SS C 28 + 0 0 27 + 0 0 D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 L 1 . 0 1 . d w g | L a y o u t : 1 L 1 . 0 4 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 1 : 3 5 : 3 5 p m B y a a r o n k XR E F S : X - L E G E N D . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; X - L D _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - I L _ R E N T O N _ B A S E . d w g ; X - P A R C E L - I N F O . d w g ; X - I L _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - I T S _ R E N T O N . d w g ; X - I T S _ K E N T . d w g ; X - U T _ R E N T O N . d w g ; X - T R E E - P R O T E C T I O N _ R E N T O N . d w g ; X - I T S _ K E N T - E X . d w g ; X - I T S _ R E N T O N - E X . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' S G R A D Y W A Y TALBOT RD S (TAL-B-LINE) (G R A - L I N E ) RENTON SEGMENT LIGHTING PLAN GRA 24+00 TO TAL-B 14+00 1L1.04 350 A. KING S. XIA K. NORBERG EX. ROW EX. ROW 6 5 5 2 2 9 2 2 2 4 7 1 18 7 7 18 7 6 14 1 1 18 20 29 1 24 25 27 28 29 29 266 2 7 20 7 5 6 26 40 2 3 3 2 34 37 9 14 33 26 26 2 16 42 30 26 53 54 34 41 758 4 34 16 33 7 8 37 4 7 32 EX. ROW 7 32 32 33 13 1 32 77132 2 132913 2913 7825 13 132 20 8825 14 EX. 230 kV transmission lines EX. ROW 38 GENERAL NOTES 1.SEE SHEET 1L1.04A FOR GENERAL NOTES, CONSTRUCTION NOTES, AND WIRING SCHEDULE FOR THIS SHEET. 38 SCALE 1:10 7634 90 25 42 38 T-4214350 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 44 43 33 33 16 33 33 33 SEE ITS PLAN I1.04A 43 9225 6/12/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421466 D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 L 1 . 0 1 . d w g | L a y o u t : 1 L 1 . 0 4 A PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 1 : 3 5 : 3 6 p m B y a a r o n k XR E F S : X - L E G E N D . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; X - L D _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - I L _ R E N T O N _ B A S E . d w g ; X - P A R C E L - I N F O . d w g ; X - I L _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - I T S _ R E N T O N . d w g ; X - I T S _ K E N T . d w g ; X - U T _ R E N T O N . d w g ; X - T R E E - P R O T E C T I O N _ R E N T O N . d w g ; X - I T S _ K E N T - E X . d w g ; X - I T S _ R E N T O N - E X . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT LIGHTING WIRING SCHEDULE 1L1.04A 351 A. KING S. XIA K. NORBERG INSTALL NEW STREET LIGHT POLE AND FOUNDATION WITH NEW LED FIXTURE PER CITY OF RENTON STANDARD PLAN 117.1. SPLICE STREET LIGHTING CONDUCTORS TO POLE AND BRACKET CABLE PER CITY OF RENTON STANDARD PLAN 119. INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. INSTALL TYPE 8 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.30-04. SERVICE CABINET. SEE SIGNAL DRAWINGS FOR DETAILS. REMOVE EXISTING STREET LIGHT POLE, FOUNDATION, BRACKET ARM, LUMINAIRE AND ASSOCIATED WIRING AND RETURN EXISTING LIGHT TO CITY OF RENTON SIGNAL SHOP. WIRING SCHEDULE RUN NO.CONDUIT SIZE EXISTING CONDUCTORS STREET LIGHTING PEDESTRIAN LIGHTING GROUND REMARKS 1 2" PVC 2-#6 1-#6 2" PVC STUBOUT 1' FROM EDGE OF CONCRETE FOUNDATION, CAP FOR FUTURE USE 2 2" PVC 2-#6 1-#6 2" PVC SPARE 3 2" PVC 4-#6 1-#6 2" PVC SPARE 4 2" PVC 2-#6 1-#6 6 2" PVC 2-#6 2-#6 1-#6 2" PVC STUBOUT 1' FROM EDGE OF CONCRETE FOUNDATION, CAP FOR FUTURE USE 7 2" PVC 4-#6 4-#6 1-#6 2" PVC SPARE 14 2" PVC 4-#6 2-#6 1-#6 2" PVC SPARE 18 3" HDPE 4-#6 4-#6 1-#6 3" HDPE SPARE 20 EX 1"2-#6*2-#6 1-#6 *REMOVE 29 2" HDPE 4-#6 2-#6 1-#6 2" HDPE SPARE 33 EX 2"4-#6**1-#6 **REINSTALL 34 2" PVC 4-#6**2-#6 1-#6 **REINSTALL 37 1" PVC 2-#6 1-#6 INSTALL NEW CONDUITS INTO EXISTING JUNCTION BOX. CONSTRUCTION NOTESGENERAL NOTES 1.SEE SHEET 1L1.N1 FOR STREET LIGHTING GENERAL NOTES. 2.SEE SIGNAL DRAWINGS FOR ADDITIONAL CONDUIT, AND WIRING AT THE INTERSECTIONS. 3.SEE SHEET 1L2.02 FOR WIRING SCHEMATICS. 4.SEE SHEET 1L2.05,1L2.06, AND 1L2.07 FOR POLE SCHEDULES. 5.SEE SIGNAL DRAWINGS FOR LUMINAIRES ON SIGNAL MAST ARM POLES. 6.DESIGN OF LIGHTING IMPROVEMENTS ON EAST SIDE OF TALBOT RD S BETWEEN STA 10+66 AND STA 17+00 TO BE COORDINATED WITH ADJACENT PROPERTY DEVELOPER. BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY CORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. INSTALL NEW STREET LIGHT POLE AND FOUNDATION WITH STREET AND PEDESTRIAN COMBO LIGHT PER CITY OF RENTON STANDARD PLAN 117.1. SPLICE STREET AND PEDESTRIAN LIGHTING CONDUCTORS TO POLE AND BRACKET CABLE PER CITY OF RENTON STANDARD PLAN 119. INTERCEPT EXISTING CONDUIT AND EXTEND TO NEW JUNCTION BOX. SEE ITS PLAN FOR JUNCTION BOX REMOVAL. PROTECT IN PLACE EXISTING PRIVATE (ARCO) LIGHT POLE. DISCONNECT EXISTING LIGHTING CONDUCTORS IN BASE OF POLE AND PULL BACK CONDUCTORS EAST TO NEAREST JUNCTION BOX. PROTECT IN PLACE EXISTING STREET LIGHT POLE. INSTALL PEDESTRIAN SCALE LUMINAIRE POLE AND FOUNDATION WITH NEW LED FIXTURE PER CITY OF RENTON STANDARD PLAN 117.2. SPLICE PEDESTRIAN LIGHTING CONDUCTORS TO POLE AND BRACKET CABLE IN HANDHOLE. INSTALL CONDUIT INTO SIGNAL JUNCTION BOX. SEE SIGNAL DRAWINGS FOR DETAILS. INSTALL CONCRETE PAD PER CITY OF RENTON STANDARD PLAN 120. INSTALL LUMINAIRE ON NEW SIGNAL MAST ARM POLE PER CITY OF RENTON STANDARD PLAN 140. SEE SIGNAL DRAWINGS FOR DETAILS. RELOCATE EXISTING LUMINAIRE MOUNTED TO EXISTING SIGNAL MAST ARM POLE. SEE SIGNAL DRAWINGS FOR DETAILS. INSTALL CONCRETE PAD EXTENDING 1 FT FROM THE EDGE OF THE POLE BASE. INSTALL CONCRETE PAD EXTENDING 1 FT FROM THE EDGE OF THE JUNCTION BOX. REMOVE EXISTING JUNCTION BOX AND ABANDON EXISTING CONDUIT IN PLACE. T-4214351 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 SPLICE NEW LIGHTING CONDUCTORS WITH EXISTING LIGHTING CONDUCTORS IN JUNCTION BOX TO REFEED THE EXISTING TWO STREET LIGHTS TO THE EAST ON S GRADY WAY. SPLICE NEW LIGHTING CONDUCTORS WITH EXISTING LIGHTING CONDUCTORS IN JUNCTION BOX TO REFEED THE EXISTING TWO STREET LIGHTS TO THE NORTH ON TALBOT RD S. PULL BACK EXISTING LIGHTING CONDUCTORS TO EXISTING JUNCTION BOX AND INSTALL THROUGH EXISTING AND NEW CONDUIT. INSTALL GRIDSMART VIDEO DETECTION CAMERA ON LUMINAIRE BRACKET ARM. SEE SIGNAL DRAWINGS FOR DETAILS. 6/12/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421467 Condition of Approval #8: ITERIS APEX VECTOR (4-WAY) video detection system is required for all video detection on the project in lieu of Gridsmart Video Detection Cameras. Update project specifications. SD SD SDSDSDSD 192305-9094 202305-9007 PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL 14+00 15+00 16+00 17+00 18+00 D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 L 1 . 0 1 . d w g | L a y o u t : 1 L 1 . 0 5 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 1 : 3 5 : 4 7 p m B y a a r o n k XR E F S : X - L E G E N D . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; X - L D _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - I L _ R E N T O N _ B A S E . d w g ; X - P A R C E L - I N F O . d w g ; X - I L _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - I T S _ R E N T O N . d w g ; X - I T S _ K E N T . d w g ; X - U T _ R E N T O N . d w g ; X - T R E E - P R O T E C T I O N _ R E N T O N . d w g ; X - I T S _ K E N T - E X . d w g ; X - I T S _ R E N T O N - E X . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' TALBOT RD S (TAL-B-LINE) RENTON SEGMENT LIGHTING PLAN TAL-B 14+00 TO TAL-B 18+50 1L1.05 352 A. KING S. XIA K. NORBERG INSTALL NEW STREET LIGHT POLE AND FOUNDATION WITH NEW LED FIXTURE PER CITY OF RENTON STANDARD PLAN 117.1. SPLICE STREET LIGHTING CONDUCTORS TO POLE AND BRACKET CABLE PER CITY OF RENTON STANDARD PLAN 119. INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. INSTALL TYPE 8 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.30-04. REMOVE EXISTING STREET LIGHT POLE, FOUNDATION, BRACKET ARM, LUMINAIRE AND ASSOCIATED WIRING AND RETURN EXISTING LIGHT TO CITY OF RENTON SIGNAL SHOP. INSTALL NEW CONDUITS INTO EXISTING JUNCTION BOX. WIRING SCHEDULE RUN NO. CONDUIT SIZE EXISTING CONDUCTORS STREET LIGHTING PEDESTRIAN LIGHTING GROUND REMARKS 1 2" PVC 2-#6 1-#6 2" PVC STUBOUT 1' FROM EDGE OF CONCRETE FOUNDATION, CAP FOR FUTURE USE 4 2" PVC 2-#6 1-#6 5 3" HDPE 4-#6 2-#6 1-#6 3" HDPE SPARE 7 2" PVC 4-#6 4-#6 1-#6 2" PVC SPARE 8 2" PVC 2-#6 2-#6 1-#6 2" PVC SPARE 14 2" PVC 4-#6 2-#6 1-#6 2" PVC SPARE 18 3" HDPE 4-#6 4-#6 1-#6 3" HDPE SPARE 20 EX 1"2-#6*2-#6 1-#6 *REMOVE 29 2" HDPE 4-#6 2-#6 1-#6 2" HDPE SPARE 38 2" HDPE 2-#6 1-#6 2" HDPE SPARE CONSTRUCTION NOTES GENERAL NOTES 1.SEE SHEET 1L1.N1 FOR STREET LIGHTING GENERAL NOTES. 2.SEE SIGNAL DRAWINGS FOR ADDITIONAL CONDUIT, AND WIRING AT THE INTERSECTIONS. 3.SEE SHEET 1L2.02 FOR WIRING SCHEMATICS. 4.SEE SHEET 1L2.05, 1L2.06, AND 1L2.07 FOR POLE SCHEDULES. 5.DESIGN OF LIGHTING IMPROVEMENTS ON EAST SIDE OF TALBOT RD S BETWEEN STA 10+66 AND STA 17+00 TO BE COORDINATED WITH ADJACENT PROPERTY DEVELOPER. BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY CORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. 9 5 2 4 2 2 4 2 2 18 7 1 14 1 14 1 1 1 1 5 20 29 31 32 34 33 EX. ROW EX. ROW 8 7 2 4 13 7 2 4 14 INSTALL PEDESTRIAN SCALE LUMINAIRE POLE AND FOUNDATION WITH NEW LED FIXTURE PER CITY OF RENTON STANDARD PLAN 117.2. SPLICE PEDESTRIAN LIGHTING CONDUCTORS TO POLE AND BRACKET CABLE IN HANDHOLE. 26 26 40 40 PROTECT IN PLACE EXISTING STREET LIGHT POLE. 5 82 4 2 38 79 14 2 80 14 30 INSTALL CONCRETE PAD PER CITY OF RENTON STANDARD PLAN 120. INSTALL CONCRETE PAD EXTENDING 1 FT FROM THE EDGE OF THE POLE BASE. INSTALL CONCRETE PAD EXTENDING 1 FT FROM THE EDGE OF THE JUNCTION BOX. 38 SEE ITS PLAN FOR JUNCTION BOX REMOVAL. REMOVE EXISTING JUNCTION BOX AND ABANDON EXISTING CONDUIT IN PLACE. T-4214352 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421468 SD S DSD 202305-9008 192305-9001 72 3 1 6 0 - 0 5 9 5 19+00 20+00 21+00 22+00 23+00 C D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 L 1 . 0 1 . d w g | L a y o u t : 1 L 1 . 0 6 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 1 : 3 5 : 5 8 p m B y a a r o n k XR E F S : X - L E G E N D . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; X - L D _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - I L _ R E N T O N _ B A S E . d w g ; X - P A R C E L - I N F O . d w g ; X - I L _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - I T S _ R E N T O N . d w g ; X - I T S _ K E N T . d w g ; X - U T _ R E N T O N . d w g ; X - T R E E - P R O T E C T I O N _ R E N T O N . d w g ; X - I T S _ K E N T - E X . d w g ; X - I T S _ R E N T O N - E X . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' TALBOT RD S I - 4 0 5 S B O F F - R A M P (TAL-B-LINE) S R E N T O N V I L L A G E P L RENTON SEGMENT LIGHTING PLAN TAL-B 18+50 TO TAL-B 23+50 1L1.06 353 A. KING S. XIA K. NORBERG INSTALL NEW STREET LIGHT POLE AND FOUNDATION WITH NEW LED FIXTURE PER CITY OF RENTON STANDARD PLAN 117.1. SPLICE STREET LIGHTING CONDUCTORS TO POLE AND BRACKET CABLE PER CITY OF RENTON STANDARD PLAN 119. INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. WIRING SCHEDULE RUN NO.CONDUIT SIZE EXISTING CONDUCTORS STREET LIGHTING PEDESTRIAN LIGHTING GROUND REMARKS 1 2" PVC 2-#6 1-#6 2" PVC STUBOUT 1' FROM EDGE OF CONCRETE FOUNDATION, CAP FOR FUTURE USE 2 2" PVC 2-#6 1-#6 2" PVC SPARE 3 2" PVC 4-#6 1-#6 2" PVC SPARE 4 2" PVC 2-#6 1-#6 8 2" PVC 2-#6 2-#6 1-#6 2" PVC SPARE 11 2" PVC 2-#6 1-#6 2" PVC SPARE 20 EX 1"2-#6*2-#6 1-#6 *REMOVE 38 2" HDPE 2-#6 1-#6 2" HDPE SPARE CONSTRUCTION NOTES GENERAL NOTES 1.SEE SHEET 1L1.N1 FOR STREET LIGHTING GENERAL NOTES. 2.SEE SIGNAL DRAWINGS FOR ADDITIONAL CONDUIT, AND WIRING AT THE INTERSECTIONS. 3.SEE SHEET 1L2.01 AND 1L2.02 FOR WIRING SCHEMATICS. 4.SEE SHEET 1L2.05, 1L2.06, AND 1L2.07 FOR POLE SCHEDULES. INSTALL CONDUIT INTO SIGNAL JUNCTION BOX. SEE SIGNAL DRAWINGS FOR DETAILS. 2 2 14 1 3 1 3 36 37 EX. ROW EX. ROW 35 1 2 8 11 2 4 1 INSTALL PEDESTRIAN SCALE LUMINAIRE POLE AND FOUNDATION WITH NEW LED FIXTURE PER CITY OF RENTON STANDARD PLAN 117.2. SPLICE PEDESTRIAN LIGHTING CONDUCTORS TO POLE AND BRACKET CABLE IN HANDHOLE. 2 1 INSTALL NEW CONDUITS INTO EXISTING JUNCTION BOX. 2 PROTECT IN PLACE EXISTING STREET LIGHT POLE. 38 83 20 9 4 81 REMOVE EXISTING STREET LIGHT POLE, FOUNDATION, BRACKET ARM, LUMINAIRE AND ASSOCIATED WIRING AND RETURN EXISTING LIGHT TO CITY OF RENTON SIGNAL SHOP. INSTALL CONCRETE PAD PER CITY OF RENTON STANDARD PLAN 120. 26 BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED RESTORE AREA DISTURBED BY CORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. REMOVE EXISTING JUNCTION BOX AND ABANDON EXISTING CONDUIT IN PLACE. T-4214353 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421469 722200-0250 722200-0010 722200-0245 33+00 34+00 35+00 36+00 37+00 38+00 D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 L 1 . 0 1 . d w g | L a y o u t : 1 L 1 . 0 7 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 1 : 3 6 : 0 9 p m B y a a r o n k XR E F S : X - L E G E N D . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; X - L D _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - I L _ R E N T O N _ B A S E . d w g ; X - P A R C E L - I N F O . d w g ; X - I L _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - I T S _ R E N T O N . d w g ; X - I T S _ K E N T . d w g ; X - U T _ R E N T O N . d w g ; X - T R E E - P R O T E C T I O N _ R E N T O N . d w g ; X - I T S _ K E N T - E X . d w g ; X - I T S _ R E N T O N - E X . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' BENSON DR S (SR 515) S P U G E T D R S 1 5 T H S T (TAL-B-LINE) RENTON SEGMENT LIGHTING PLAN TAL-B 33+00 TO TAL-B 38+00 1L1.07 354 A. KING S. XIA K. NORBERG EX. ROW EX. ROW STATION 59934 (OB) TIER 3 LOW STATION 59830 (IB) TIER 3 LOW18 18 SOLAR LIGHT ON SIGN POST (BY OTHERS). SEE 1L2.09 FOR DETAILS. CONSTRUCTION NOTES GENERAL NOTES 1.SEE SHEET 1L1.N1 FOR STREET LIGHTING GENERAL NOTES. T-4214354 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421470 72292 8 - 0 1 0 0 72220 0 - 0 1 6 3 85570 0 - 0 1 4 0 8 5 5 7 0 0 - 0 0 1 0 85570 0 - 0 0 2 0 30230 5 - 9 0 7 3 24+00 25+00 26+00 27+00 28+00 29+00 D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 L 1 . 0 1 . d w g | L a y o u t : 1 L 1 . 0 8 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 1 : 3 6 : 2 0 p m B y a a r o n k XR E F S : X - L E G E N D . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; X - L D _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - I L _ R E N T O N _ B A S E . d w g ; X - P A R C E L - I N F O . d w g ; X - I L _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - I T S _ R E N T O N . d w g ; X - I T S _ K E N T . d w g ; X - U T _ R E N T O N . d w g ; X - T R E E - P R O T E C T I O N _ R E N T O N . d w g ; X - I T S _ K E N T - E X . d w g ; X - I T S _ R E N T O N - E X . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' TALBOT RD S S 2 3 R D S T (TAL-21-LINE) TA L B O T C R E S T D R S RENTON SEGMENT LIGHTING PLAN TAL-21 24+00 TO TAL-21 29+00 1L1.08 355 A. KING S. XIA K. NORBERG EX. ROW EX. ROW STATION 59944 (OB) TIER 3 LOW STATION 60366 (IB) TIER 3 LOW 18 18 SOLAR LIGHT ON SIGN POST (BY OTHERS). SEE 1L2.09 FOR DETAILS. CONSTRUCTION NOTES GENERAL NOTES 1.SEE SHEET 1L1.N1 FOR STREET LIGHTING GENERAL NOTES. T-4214355 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421471 UD UD UD UD 302305-9029 30 2 3 0 5 - 9 1 1 6 302305-9114 302305-9115 302305-9030 302305-9019 948575-TRC T 54+00 55+00 56+00 57+00 58+00 59+00 D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 L 1 . 0 1 . d w g | L a y o u t : 1 L 1 . 0 9 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 1 : 3 6 : 3 1 p m B y a a r o n k XR E F S : X - L E G E N D . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; X - L D _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - I L _ R E N T O N _ B A S E . d w g ; X - P A R C E L - I N F O . d w g ; X - I L _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - I T S _ R E N T O N . d w g ; X - I T S _ K E N T . d w g ; X - U T _ R E N T O N . d w g ; X - T R E E - P R O T E C T I O N _ R E N T O N . d w g ; X - I T S _ K E N T - E X . d w g ; X - I T S _ R E N T O N - E X . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' TALBOT RD S (TAL-21-LINE) S 3 2 N D S T RENTON SEGMENT LIGHTING PLAN TAL-21 54+00 TO TAL-21 59+00 1L1.09 356 A. KING S. XIA K. NORBERG EX. ROW EX. ROW STATION 59951 (OB) TIER 3 LOW STATION 60359 (IB) TIER 3 LOW 18 18 SOLAR LIGHT, 13" RTIS SIGN, AND TEXT-TO-SPEECH BUTTON ON SIGN POST. SEE 1L2.09 FOR DETAILS. CONSTRUCTION NOTES GENERAL NOTES 1.SEE SHEET 1L1.N1 FOR STREET LIGHTING GENERAL NOTES. 84 INSTALL NEW LUMINAIRE ON NEW PSE WOOD POLE (BY OTHERS). T-4214356 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 TR O - 4 1 - 4 2 1 4 6/12/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421472 71+00 72+00 73+00 74+00 75+00 76+00 855860-0035 855860-0040 302305-9040 302305-9044 855860-0125 855860-0130 855860-0135 302305-9109 SD PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL P PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL WIRING SCHEDULE RUN NO. CONDUIT SIZE EXISTING CONDUCTORS STREET LIGHTING PEDESTRIAN LIGHTING GROUND SERVICE REMARKS 1 2" PVC 2-#6 1-#6 2" PVC STUBOUT 1' FROM EDGE OF CONCRETE FOUNDATION, CAP FOR FUTURE USE 4 2" PVC 2-#6 1-#6 10 2" PVC 4-#6 1-#6 2" PVC SPARE 11 2" PVC 2-#6 1-#6 2" PVC SPARE 16 2" PVC 2-#6 4-#6 1-#6 2" PVC SPARE 25 3" PVC 2-#6 4-#6 1-#6 3" PVC SPARE 26 2" PVC 4-#6 4-#6 1-#6 2" PVC SEE SIGNAL PLAN FOR ADDITIONAL CONDUCTORS 27 2" PVC SPARE 2" PVC SPARE 28 3" PVC SPARE 3" PVC SPARE 30 3" HDPE 4-#6 1-#6 3" HDPE SPARE 32 3" HDPE SPARE 3" HDPE SPARE 39 EX 1.5''SPARE 40 1.5'' PVC SPARE 41 2'' PVC 1-#2 3-#2 2'' PVC SPARE D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 L 1 . 1 0 . d w g | L a y o u t : 1 L 1 . 1 0 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 1 : 3 7 : 4 8 p m B y a a r o n k XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - T O P O . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; X - P A R C E L - I N F O . d w g ; X - I L _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - T R E E - P R O T E C T I O N _ R E N T O N . d w g ; X - I L _ R E N T O N _ B A S E . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' TALBOT RD S S 3 7 T H S T S 3 7 T H S T S 3 8 T H C T S 3 8 T H C T (TAL-21-LINE) INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. INSTALL NEW STREET LIGHT POLE AND FOUNDATION WITH NEW LED FIXTURE PER CITY OF RENTON STANDARD PLAN 117.1. SPLICE STREET LIGHTING CONDUCTORS TO POLE AND BRACKET CABLE PER CITY OF RENTON STANDARD PLAN 119. 1 2 GENERAL NOTES 1.SEE SHEET 1L1.N1 FOR STREET LIGHTING GENERAL NOTES. 2.SEE STATION ELECTRICAL DRAWINGS FOR ADDITIONAL CONDUIT, AND WIRING DETAILS AT BUS STATION. 3.SEE SHEET 1L2.03 FOR WIRING SCHEMATICS. 4.SEE SHEET 1L2.05 TO 1L2.07 FOR POLE SCHEDULES. 1 RENTON SEGMENT LIGHTING PLAN TAL-21 71+00 TO TAL-21 76+00 1L1.10 357 A. KING S. XIA K. NORBERG X SERVICE POINT. COORDINATE WITH PSE ELECTRICAL SERVICE REPRESENTATIVE FOR SERVICE CONNECTION (SR# TO BE ISSUED AT A LATER DATE). 3 CONSTRUCTION NOTES SERVICE CABINET. SEE 1L2.08 FOR SERVICE PANEL DETAILS.12 12 4341 EX. ROW EX. ROW SOLAR LIGHT ON SIGN POST (BY OTHERS). SEE 1L2.09 FOR DETAILS.18 STATION 60363 (IB) TIER 3 STATION 59947 (OB) TIER 3 1 44 INSTALL TYPE 8 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.30-04.5 5 2 2 2 2 16 10 27 28 25 26 11 2 2 22 388 2 4 PSE SERVICE POLE 2 2 3230 10 27 11 2 18 18 8 39 4 4 1 INSTALL PEDESTRIAN SCALE LUMINAIRE POLE AND FOUNDATION PER CITY OF RENTON STANDARD PLAN 117.2. SPLICE PEDESTRIAN LIGHTING CONDUCTORS TO POLE AND BRACKET CABLE IN HANDHOLE. 8 3 27 1 13 BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY CORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. 13 13 15 41 REPLACE EXISTING LUMINAIRE ON EXISTING PSE WOOD POLE (BY OTHERS).15 32 32 32 28 8 40 40 16 39 INTERCEPT EXISTING CONDUIT AND EXTEND TO NEW JUNCTION BOX. REMOVE EXISTING JUNCTION BOX. INSTALL CONCRETE PAD PER CITY OF RENTON STANDARD PLAN 120. 16 28 32 37 38 INSTALL CONCRETE PAD EXTENDING 1 FT FROM THE EDGE OF THE POLE BASE.37 INSTALL CONCRETE PAD EXTENDING 1 FT FROM THE EDGE OF THE JUNCTION BOX. 38 INSTALL 4-2'' PVC RISER ON NEW PSE WOOD POLE (BY OTHERS).19 19 T-4214357 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421473 86+00 87+00 88+00 89+00 90+00 91+00 F F 761680 - 0 0 3 0 761680 - 0 0 1 0 312305 - 9 1 3 4 3 1 2 3 0 5 - 9 0 2 5 UD UD UD UDUD S D PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL UD D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 L 1 . 1 0 . d w g | L a y o u t : 1 L 1 . 1 1 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 1 : 3 8 : 1 2 p m B y a a r o n k XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - T O P O . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; X - P A R C E L - I N F O . d w g ; X - I L _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - T R E E - P R O T E C T I O N _ R E N T O N . d w g ; X - I L _ R E N T O N _ B A S E . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' TALBOT RD S (TAL-21-LINE) 8 8 8 8 1 INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. CONSTRUCTION NOTES INSTALL NEW STREET LIGHT POLE AND FOUNDATION PER CITY OF RENTON STANDARD PLAN 117.1. SPLICE STREET LIGHTING CONDUCTORS TO POLE AND BRACKET CABLE PER CITY OF RENTON STANDARD PLAN 119. 1 2 RENTON SEGMENT LIGHTING PLAN TAL-21 86+00 TO TAL-21 91+00 1L1.11 358 A. KING S. XIA K. NORBERG 5 INSTALL TYPE 8 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.30-04. GENERAL NOTES 1.SEE SHEET 1L1.N1 FOR STREET LIGHTING GENERAL NOTES. 2.SEE STATION ELECTRICAL DRAWINGS FOR ADDITIONAL CONDUIT, AND WIRING DETAILS AT BUS STATION. 3.SEE SHEET 1L2.03 FOR WIRING SCHEMATICS. 4.SEE SHEET 1L2.05 TO 1L2.07 FOR POLE SCHEDULES. WIRING SCHEDULE RUN NO.CONDUIT SIZE EXISTING CONDUCTORS STREET LIGHTING PEDESTRIAN LIGHTING GROUND SERVICE REMARKS 1 2" PVC 2-#6 1-#6 2" PVC STUBOUT 1' FROM EDGE OF CONCRETE FOUNDATION, CAP FOR FUTURE USE 2 2" PVC 2-#6 1-#6 2" PVC SPARE 4 2" PVC 2-#6 1-#6 11 2" PVC 2-#6 1-#6 2" PVC SPARE 12 3" PVC 4-#6 1-#6 3" PVC SPARE 16 2" PVC 2-#6 4-#6 1-#6 2" PVC SPARE 41 2'' PVC 1-#2 3-#2 2'' PVC SPARE X INSTALL PEDESTRIAN SCALE LUMINAIRE POLE AND FOUNDATION PER CITY OF RENTON STANDARD PLAN 117.2. SPLICE PEDESTRIAN LIGHTING CONDUCTORS TO POLE AND BRACKET CABLE IN HANDHOLE. 8 INSTALL CONDUIT INTO PSE PROVIDED SECONDARY JUNCTION BOX.11 SERVICE CABINET. SEE 1L2.08 FOR SERVICE PANEL DETAILS.12 2 2 5 2 2 45 46 47 4 11 4 12 11 4 41 4 2 1 11 EX. ROW EX. ROW 48 49 STATION 60361 (IB) TIER 1 STATION 59949 (OB) TIER 1 11 2 12 SCALE 1:10 32 INSTALL CONCRETE PAD PER CITY OF RENTON STANDARD PLAN 120. 32 16 4 REMOVE EXISTING STREET LIGHT POLE, FOUNDATION, BRACKET ARM, LUMINAIRE AND ASSOCIATED WIRING AND RETURN EXISTING LIGHT TO CITY OF RENTON SIGNAL SHOP. 4 12 T-4214358 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421474 32+ 0 0 33+00 34+00 35+00 36+00 3 2 2 3 0 5 - 9 0 8 1 3 2 2 3 0 5 - 9 1 5 6 3 2 2 3 0 5 - 9 0 7 9 32230 5 - 9 0 7 9 D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 L 1 . 1 0 . d w g | L a y o u t : 1 L 1 . 1 2 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 1 : 3 8 : 2 7 p m B y a a r o n k XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - T O P O . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; X - P A R C E L - I N F O . d w g ; X - I L _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - T R E E - P R O T E C T I O N _ R E N T O N . d w g ; X - I L _ R E N T O N _ B A S E . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' SE CARR RD MILL A V E S WE L L S A V E S (CAR-LINE) RENTON SEGMENT LIGHTING PLAN CAR 32+00 TO CAR 36+50 1L1.12 359 A. KING S. XIA K. NORBERG EX. ROW EX. ROW STATION 60340 (IB) TIER 3 LOW 18 STATION 59390 (OB) TIER 3 LOW 18 SOLAR LIGHT ON SIGN POST (BY OTHERS). SEE 1L2.09 FOR DETAILS. CONSTRUCTION NOTES GENERAL NOTES 1.SEE SHEET 1L1.N1 FOR STREET LIGHTING GENERAL NOTES. 18 T-4214359 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421475 43+00 44+00 45+00 46+00 47+0010 + 0 0 11 + 0 0 v PB F F 322305-9053 322305-9237 322305-9299 322305-9040 292305-9151 C PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL P D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 L 1 . 1 0 . d w g | L a y o u t : 1 L 1 . 1 3 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 1 : 3 8 : 4 1 p m B y a a r o n k XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - T O P O . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; X - P A R C E L - I N F O . d w g ; X - I L _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - T R E E - P R O T E C T I O N _ R E N T O N . d w g ; X - I L _ R E N T O N _ B A S E . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' SE CARR RD 105 T H P L S E (CAR-LINE) RENTON SEGMENT LIGHTING PLAN CAR 42+50 TO CAR 47+50 1L1.13 360 A. KING S. XIA K. NORBERG WIRING SCHEDULE RUN NO.CONDUIT SIZE EXISTING CONDUCTORS STREET LIGHTING PEDESTRIAN LIGHTING GROUND REMARKS 1 2" PVC 2-#6 1-#6 2" PVC STUBOUT 1' FROM EDGE OF CONCRETE FOUNDATION, CAP FOR FUTURE USE 3 2" PVC 4-#6 1-#6 2" PVC SPARE 4 2" PVC 2-#6 1-#6 7 2" PVC 4-#6 4-#6 1-#6 2" PVC SPARE 10 2" PVC 4-#6 1-#6 2" PVC SPARE 11 2" PVC 2-#6 1-#6 2" PVC SPARE 21 3" HDPE 2-#6 1-#6 3" HDPE SPARE 35 EX 2"2-#6**1-#6 **REINSTALL 36 2" PVC 2-#6**1-#6 **REINSTALL GENERAL NOTES 1.SEE SHEET 1L1.N1 FOR STREET LIGHTING GENERAL NOTES. 2.SEE SHEET 1L2.03 FOR WIRING SCHEMATICS. 4.SEE SHEET 1L2.05 TO 1L2.07 FOR POLE SCHEDULES.X 13 INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. CONSTRUCTION NOTES 2 SERVICE CABINET. SEE SIGNAL DRAWINGS FOR DETAILS.6 INSTALL PEDESTRIAN SCALE LUMINAIRE POLE AND FOUNDATION WITH NEW LED FIXTURE PER CITY OF RENTON STANDARD PLAN 117.2. SPLICE PEDESTRIAN LIGHTING CONDUCTORS TO POLE AND BRACKET CABLE IN HANDHOLE. 8 BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY CORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. 13 8 8 8 INSTALL TYPE 8 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.30-04.5 1 REMOVE EXISTING JUNCTION BOX.28 2 2 2 5 6 2 2 4 11 21 4 11 4 10 7 1 EX. ROW EX. ROW 60 63 62 61 STATION 60321 (IB) TIER 1 STATION 59391 (OB) TIER 1 INTERCEPT EXISTING CONDUIT AND EXTEND TO NEW JUNCTION BOX.16 16 2831 REMOVE EXISTING STREET LIGHT POLE, FOUNDATION, BRACKET ARM, LUMINAIRE AND ASSOCIATED WIRING AND RETURN EXISTING LIGHT TO CITY OF RENTON SIGNAL SHOP. 4 3635 INSTALL NEW STREET LIGHT POLE AND FOUNDATION WITH NEW LED FIXTURE PER CITY OF RENTON STANDARD PLAN 117.1.SPLICE STREET LIGHTING CONDUCTORS TO POLE AND BRACKET CABLE PER CITY OF RENTON STANDARD PLAN 119. 1 DISCONNECT EXISTING LIGHTING CONDUCTORS IN BASE OF POLE AND PULL BACK CONDUCTORS FROM THE WEST AND SOUTH TO NEAREST JUNCTION BOX. 31 4 PROTECT IN PLACE EXISTING STREET LIGHT POLE.25 3 33 INSTALL LUMINAIRE ON NEW SIGNAL MAST ARM POLE PER CITY OF RENTON STANDARD PLAN 140. SEE SIGNAL DRAWINGS FOR DETAILS. 33 33 85 3386 32 INSTALL CONCRETE PAD PER CITY OF RENTON STANDARD PLAN 120.32 55 38 INSTALL CONCRETE PAD EXTENDING 1 FT FROM THE EDGE OF THE JUNCTION BOX.38 25 91 T-4214360 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 44 INSTALL GRIDSMART VIDEO DETECTIONC CAMERA ON LUMINAIRE BRACKET ARM. SEE SIGNAL DRAWINGS FOR DETAILS. 44 6/12/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421476 Condition of Approval #8: ITERIS APEX VECTOR (4-WAY) video detection system is required for all video detection on the project in lieu of Gridsmart Video Detection Cameras. Update project specifications. 11+00 12+00 13+00 14+00 15+00 P B 3 2 2 3 0 5 - 9 2 9 9 322305-9016 C PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 L 1 . 1 0 . d w g | L a y o u t : 1 L 1 . 1 4 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 1 : 3 8 : 5 5 p m B y a a r o n k XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - T O P O . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; X - P A R C E L - I N F O . d w g ; X - I L _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - T R E E - P R O T E C T I O N _ R E N T O N . d w g ; X - I L _ R E N T O N _ B A S E . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' RENTON SEGMENT LIGHTING PLAN 105TH 11+00 TO 105TH 15+00 1L1.14 361 A. KING S. XIA K. NORBERG (105TH-LINE) 105TH PL SE EX. ROW EX. ROW SERVICE POINT. SEE ELECTRICAL DRAWINGS FOR DETAILS. CONSTRUCTION NOTES 17 GENERAL NOTES 1.SEE SHEET 1L1.N1 FOR STREET LIGHTING GENERAL NOTES. REPLACE EXISTING LUMINAIRE ON EXISTING PSE WOOD POLE (BY OTHERS).15 1542 17 T-4214361 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421477 23+00 24+00 25+00 26+00 27+00 28+00 F F 322305-9016 322305-9361 322305-9065 322305-9362 PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PLPL PLPL PLPL D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 L 1 . 1 0 . d w g | L a y o u t : 1 L 1 . 1 5 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 1 : 3 9 : 0 9 p m B y a a r o n k XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - T O P O . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; X - P A R C E L - I N F O . d w g ; X - I L _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - T R E E - P R O T E C T I O N _ R E N T O N . d w g ; X - I L _ R E N T O N _ B A S E . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. CONSTRUCTION NOTES 2 RENTON SEGMENT LIGHTING PLAN 105TH 23+00 TO 105TH 28+00 1L1.15 362 A. KING S. XIA K. NORBERG WIRING SCHEDULE RUN NO. CONDUIT SIZE EXISTING CONDUCTORS STREET LIGHTING PEDESTRIAN LIGHTING GROUND REMARKS 4 2" PVC 2-#6 1-#6 10 2" PVC 4-#6 1-#6 2" PVC SPARE 11 2" PVC 2-#6 1-#6 2" PVC SPARE 12 3" PVC 4-#6 1-#6 3" PVC SPARE 30 2" HDPE 4-#6 1-#6 2" HDPE SPARE GENERAL NOTES 1.SEE SHEET 1L1.N1 FOR STREET LIGHTING GENERAL NOTES. 2.SEE SIGNAL DRAWINGS FOR ADDITIONAL CONDUIT, AND WIRING AT THE INTERSECTIONS. 3.SEE SHEET 1L2.03 FOR WIRING SCHEMATICS. 4.SEE SHEET 1L2.05 TO 1L2.07 FOR POLE SCHEDULES. SE 180TH ST (105TH-LINE) 8 8 88 8 INSTALL PEDESTRIAN SCALE LUMINAIRE POLE AND FOUNDATION WITH NEW LED FIXTURE PER CITY OF RENTON STANDARD PLAN 117.2. SPLICE PEDESTRIAN LIGHTING CONDUCTORS TO POLE AND BRACKET CABLE IN HANDHOLE. 8 X 13 13 BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY CORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. 2 2 2 2 2 2 4 11 4 10 4 12 10 4 10 4 30 EX. ROW EX. ROW 6867 6564 66 STATION 60323 (OB) TIER 2 STATION 60322 (IB) TIER 2 32 INSTALL CONCRETE PAD PER CITY OF RENTON STANDARD PLAN 120.32 32 T-4214362 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421478 13+80 14 + 0 0 28+00 29+00 30+00 30+33 v OH P OH P OH P OH P 32 2 3 0 5 - 9 0 9 1 32 2 3 0 5 - 9 1 0 6 32 2 3 0 5 - 9 0 6 5 C AF O AF O PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL OH P OH P C AF O GENERAL NOTES 1.SEE SHEET 1L1.N1 FOR STREET LIGHTING GENERAL NOTES. 2.SEE SIGNAL DRAWINGS FOR ADDITIONAL CONDUIT, AND WIRING AT THE INTERSECTIONS. 3.SEE SHEET 1L2.03 FOR WIRING SCHEMATICS. INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 L 1 . 1 0 . d w g | L a y o u t : 1 L 1 . 1 5 A PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 1 : 3 9 : 3 8 p m B y a a r o n k XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - T O P O . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; X - P A R C E L - I N F O . d w g ; X - I L _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - T R E E - P R O T E C T I O N _ R E N T O N . d w g ; X - I L _ R E N T O N _ B A S E . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' CONSTRUCTION NOTES RENTON SEGMENT LIGHTING PLAN 108TH 28+00 TO 180TH 30+33 1L1.15A 363 A. KING S. XIA K. NORBERG SE 180TH ST (105TH-LINE) 10 8 T H A V E S E ( S R 5 1 5 ) (1 0 8 T H - L I N E ) (1 0 8 T H - L I N E ) 9 INSTALL NEW CONDUITS INTO EXISTING JUNCTION BOX. 2 13 13 BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY CORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. 2 9 30 10 23 EX. ROW EX. ROW X 13 30 SCALE 1:10 36 36 EXISTING SERVICE CABINET. WIRING SCHEDULE RUN NO. CONDUIT SIZE EXISTING CONDUCTORS STREET LIGHTING PEDESTRIAN LIGHTING GROUND REMARKS 10 2" PVC 4-#6 1-#6 2" PVC SPARE 23 EXISTING OCCUPIED 4-#6 1-#6 30 2" HDPE 4-#6 1-#6 2" HDPE SPARE T-4214363 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421479 28+00 29+00 30+00 31+00 32+00 33+00 11 + 0 0 O H P O H P O H P O H P F F 322305-9070 322305-9082 911710-0160 322305-9135 322305-9111 C AFO AFO AFO AFO AFO AFO AFO AFO AFO AFO AFO AFO AFO UDUD O H P O H P O H P O H P OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP O H P PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL C: \ B e n t l e y \ p r o j e c t w i s e \ d 0 6 0 1 3 8 9 \ 1 L 1 . 1 0 . d w g | L a y o u t : 1 L 1 . 1 6 PL O T T E D : F e b 0 6 , 2 0 2 6 - 0 1 : 4 0 : 1 7 p m B y a a r o n k XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - T O P O . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; X - P A R C E L - I N F O . d w g ; X - I L _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - T R E E - P R O T E C T I O N _ R E N T O N . d w g ; X - I L _ R E N T O N _ B A S E . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE MARCH 2025G. FRANCO 1134237 KC001396 473K. CHANG YUEN ISSUE FOR CONSTRUCTION MARCH 2025 20'40' SCALE: 1" = 20' 0' 108TH AVE SE (SR 515) SE 1 8 6 T H S T SE 1 8 4 T H L N (108TH-LINE) SE 1 8 6 T H S T INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. CONSTRUCTION NOTES 2 5 RENTON SEGMENT LIGHTING PLAN 108TH 28+00 TO 108TH 33+00 1L1.16 364 A. KING S. XIA K. NORBERG WIRING SCHEDULE RUN NO. CONDUIT SIZE EXISTING CONDUCTORS STREET LIGHTING PEDESTRIAN LIGHTING GROUND REMARKS 4 2" PVC 2-#6 1-#6 10 2" PVC 4-#6 1-#6 2" PVC SPARE 11 2" PVC 2-#6 1-#6 2" PVC SPARE 31 3" HDPE 4-#6 1-#6 3" HDPE SPARE 8 8 8 8 INSTALL TYPE 8 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.30-04. GENERAL NOTES 1.SEE SHEET 1L1.N1 FOR STREET LIGHTING GENERAL NOTES. 2.SEE STATION ELECTRICAL DRAWINGS FOR ADDITIONAL CONDUIT, AND WIRING DETAILS AT BUS STATION. 3.SEE SHEET 1L2.04 FOR WIRING SCHEMATICS. 4.SEE SHEET 1L2.05 TO 1L2.07 FOR POLE SCHEDULES. 5.SEE SIGNAL DRAWINGS FOR LUMINAIRES ON SIGNAL MAST ARM POLES. 8 INSTALL PEDESTRIAN SCALE LUMINAIRE POLE AND FOUNDATION WITH NEW LED FIXTURE PER CITY OF RENTON STANDARD PLAN 117.2. SPLICE PEDESTRIAN LIGHTING CONDUCTORS TO POLE AND BRACKET CABLE IN HANDHOLE. 6 SERVICE CABINET. SEE SIGNAL DRAWINGS FOR DETAILS. X 35 INSTALL NEW LUMINAIRE ON NEW PSE WOOD POLE (BY OTHERS). 2 2 6 5 2 2 4 11 4 10 10 31 4 10 4 EX. ROW EX. ROW 70 69 71 72 STATION 57300 (OB) TIER 2 STATION 57260 (IB) TIER 2 39 56 39 57 35 87 11 INSTALL LUMINAIRE ON NEW HAWK SIGNAL MAST ARM POLE PER CITY OF RENTON STANDARD PLAN 138.3. SEE SIGNAL DRAWINGS FOR DETAILS. 39 T-4214364 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 1 DCR #7 - 186TH OB STATION UPDATES AMK MCP 02-05-26 1 2 1 DEVELOPMENT ENGINEERING msippo 04/17/2026 2/6/2026 T-421480 WA T E R P E R G I S WATER PER GIS 51+00 52+00 53+00 54+00 55+00 56+00 F 322305-9059 66 2 3 4 0 - 0 0 9 6 66 2 3 4 0 - 0 0 9 9 322305-9035 662340-0101 662340-0107 66 2 3 4 0 - 0 1 8 3 66 2 3 4 0 - 0 0 9 9 PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 L 1 . 1 0 . d w g | L a y o u t : 1 L 1 . 1 7 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 1 : 4 0 : 0 9 p m B y a a r o n k XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - P V _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - E L _ R E N T O N . d w g ; X - T O P O . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; X - P A R C E L - I N F O . d w g ; X - I L _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - D R _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - T R E E - P R O T E C T I O N _ R E N T O N . d w g ; X - I L _ R E N T O N _ B A S E . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 20'40' SCALE: 1" = 20' 0' 108TH AVE SE (SR 515) SE 1 9 2 N D S T CI T Y O F R E N T O N (108TH-LINE) C I T Y O F K E N T SEE VOLUME 2 FOR CITY OF KENT IMPROVEMENTS INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. CONSTRUCTION NOTES 2 8 RENTON SEGMENT LIGHTING PLAN 108TH 51+00 TO 108TH 56+00 1L1.17 365 A. KING S. XIA K. NORBERG WIRING SCHEDULE RUN NO. CONDUIT SIZE EXISTING CONDUCTORS STREET LIGHTING PEDESTRIAN LIGHTING GROUND SERVICE REMARKS 4 2" PVC 2-#6 1-#6 10 2" PVC 4-#6 1-#6 2" PVC SPARE 11 2" PVC 2-#6 1-#6 2" PVC SPARE 41 2'' PVC 1-#2 3-#2 2'' PVC SPARE 8 8 INSTALL PEDESTRIAN SCALE LUMINAIRE POLE AND FOUNDATION PER CITY OF RENTON STANDARD PLAN 117.2. SPLICE PEDESTRIAN LIGHTING CONDUCTORS TO POLE AND BRACKET CABLE IN HANDHOLE. GENERAL NOTES 1.SEE SHEET 1L1.N1 FOR STREET LIGHTING GENERAL NOTES. 2.SEE STATION ELECTRICAL DRAWINGS FOR ADDITIONAL CONDUIT, AND WIRING DETAILS AT BUS STATION. 3.SEE SHEET 1L2.04 FOR WIRING SCHEMATICS. 4.SEE SHEET 1L2.05 TO 1L2.07 FOR POLE SCHEDULES.X 11 INSTALL CONDUIT INTO PSE PROVIDED SECONDARY JUNCTION BOX. 2 5 11 4 11 4 EX. ROW EX. ROW 73 74 SERVICE CABINET. SEE 1L2.08 FOR SERVICE PANEL DETAILS.12 12 41 5 INSTALL TYPE 8 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.30-04. STATION 57250 (IB) TIER 1 10 25 PROTECT IN PLACE EXISTING STREET LIGHT POLE.25 T-4214365 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421481 D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 L 2 . 0 1 . d w g | L a y o u t : 1 L 2 . 0 1 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 1 : 4 0 : 2 4 p m B y a a r o n k XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT LIGHTING WIRING SCHEMATICS 1L2.01 366 A. KING S. XIA K. NORBERG LA K E A V E S S GRADY WAY 2-#6 (C) 1-#6 GND 2-#6 (C) 1-#6 GND 2-#6 (D) 1-#6 GND 4-#6 (C/D) 1-#6 GND 4-#6 (C/D) 1-#6 GND 2-#6 (A) 4-#6 (C/D) 1-#6 GND SH A T T U C K A V E S 2-#6 (D) 1-#6 GND 2-#6 (C) 1-#6 GND 4-#6 (C/D) 1-#6 GND 2-#6 (D) 1-#6 GND 2-#8 (E) 1-#6 GND 2-#6 (D) 1-#6 GND 2-#6 (A) 2-#6 (C) 1-#6 GND 2-#6 (D) 1-#6 GND 2-#6 (A) 2-#6 (C) 1-#6 GND 2-#6 (A) 4-#6 (C/D) 1-#6 GND 2-#6 (A) 4-#6 (C/D) 1-#6 GND I - 4 0 5 S B O F F - R A M P S R E N T O N V I L L A G E P L 2-#6 (A) 1-#6 GND 2-#6 (B) 1-#6 GND TALBOT RD S 4-#6 (A/B) 1-#6 GND 2 3 4 5 9 10 11 15 36 SCALE: WIRING SCHEMATIC TALBOT RD S/S RENTON VILLAGE PL 1L1.06 NTS SCALE: WIRING SCHEMATIC S GRADY WAY 1L1.01, 1L1.02, 1L1.03 NTS 4-#6 (A/B) 1-#6 GND 4-#6 (C/D) 1-#6 GND 4-#6 (C/D) 1-#6 GND 6 2-#6 (C) 1-#6 GND 2-#6 (C) 1-#6 GND 12 2-#6 (A) 4-#6 (C/D) 1-#6 GND RELOCATED SIGNAL SERVICE CABINET 2-#6 (A) 1-#6 GND 8 58 2-#6 (C) 1-#6 GND 2-#6 (A) 4-#6 (C/D) 1-#6 GND 2-#6 (A) 4-#6 (C/D) 1-#6 GND 59 2-#6 (D) 1-#6 GND 81 2-#6 (A) 1-#6 GND 37 PB 50 2-#8 (E) 1-#6 GND 2-#6 (C) 1-#6 GND PB 52 51 2-#8 (E) 1-#6 GND 2-#8 (E) 1-#6 GND 2-#8 (E) 1-#6 GND2-#8 (E) 1-#6 GND T-4214366 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421482 D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 L 2 . 0 1 . d w g | L a y o u t : 1 L 2 . 0 2 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 1 : 4 0 : 2 5 p m B y a a r o n k XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT LIGHTIN WIRING SCHEMATICS 1L2.02 367 A. KING S. XIA K. NORBERG WIRING SCHEMATIC TALBOT RD S 1 L1.03, 1 L1.04, 1 L1.05, 1L1.06 NTS S GRADY WAY 2-#6 (B) 2-#6 (D) 1-#6 GND 2-#6 (B) 2-#6 (D) 1-#6 GND 2-#6 (A) 2-#6 (C) 1-#6 GND 2-#6 (B) 2-#6 (C) 1-#6 GND 2-#6 (D) 1-#6 GND 2-#6 (C) 1-#6 GND 4-#6 (A/B) 4-#6 (C/D) 1-#6 GND 4-#6 (A/B) 4-#6 (C/D) 1-#6 GND 4-#6 (A/B) 4-#6 (C/D) 1-#6 GND 4-#6 (A/B) 4-#6 (C/D) 1-#6 GND 4-#6 (A/B) 4-#6 (C/D) 1-#6 GND RELOCATED SIGNAL SERVICE CABINET 4-#6 (A/B) 2-#6 (D) 1-#6 GND 4-#6 (A/B) 4-#6 (C/D) 1-#6 GND 2-#6 (B) 2-#6 (D) 1-#6 GND 4-#6 (A/B) 4-#6 (C/D) 1-#6 GND 4-#6 (A/B) 2-#6 (C) 1-#6 GND 2-#6 (C) 1-#6 GND TA L B O T R D S 2-#6 (B) 1-#6 GND 2-#6 (B) 1-#6 GND 16 17 18 19 20 2-#6 (B) 2-#6 (D) 1-#6 GND 22 23 24 25 27 2-#6 (A) 1-#6 GND 4-#6 (A/B) 2-#6 (C) 1-#6 GND 4-#6 (A/B) 2-#6 (C) 1-#6 GND 34 2-#6 (B) 1-#6 GND 4-#6 (A/B) 2-#6 (C) 1-#6 GND 28 4-#6 (A/B) 4-#6 (C/D) 1-#6 GND 2-#6 (B) 1-#6 GND 29 4-#6 (A/B) 4-#6 (C/D) 1-#6 GND 2-#6 (A) 1-#6 GND 30 4-#6 (A/B) 4-#6 (C/D) 1-#6 GND 2-#6 (B) 1-#6 GND 31 32 2-#6 (A) 1-#6 GND 4-#6 (A/B) 2-#6 (D) 1-#6 GND SCALE: 4-#6 (A/B) 2-#6 (C) 1-#6 GND 21 2-#6 (D) 1-#6 GND4-#6 (A/B) 4-#6 (C/D) 1-#6 GND 2-#6 (D) 1-#6 GND 35 2-#6 (A) 1-#6 GND 2-#6 (A) 2-#6 (C) 1-#6 GND 26 2-#6 (A) 2-#6 (C) 1-#6 GND 4-#6 (A/B) 4-#6 (C/D) 1-#6 GND 2-#6 (A) 1-#6 GND 4-#6 (A/B) 2-#6 (C) 1-#6 GND 2-#6 (C) 1-#6 GND 1 2-#6 (C) 1-#6 GND 13 4-#6 (A/B) 4-#6 (C/D) 1-#6 GND 2-#6 (D) 1-#6 GND 4-#6 (A/B) 4-#6 (C/D) 1-#6 GND 2-#6 (C) 1-#6 GND 144-#6 (A/B) 2-#6 (D) 1-#6 GND 4-#6 (A/B) 1-#6 GND 4-#6 (A/B) 1-#6 GND 2-#6 (A) 1-#6 GND 4-#6 (A/B) 1-#6 GND 2-#6 (B) 1-#6 GND 4-#6 (A/B) 2-#6 (D) 1-#6 GND TO EXISTING LIGHTING ALONG S GRADY WAY 2-#6 (C) 1-#6 GND 77 2-#6 (B) 1-#6 GND 4-#6 (A/B) 2-#6 (C) 1-#6 GND 78 88 89 90 TO EXISTING LIGHTING ALONG S GRADY WAY 79 2-#6 (A) 1-#6 GND 33 2-#6 (A) 1-#6 GND 4-#6 (A/B) 2-#6 (C) 1-#6 GND 80 75 2-#6 (D) 1-#6 GND 4-#6 (A/B) 2-#6 (D) 1-#6 GND 7 83 82 2-#6 (D) 1-#6 GND 2-#6 (B) 1-#6 GND 2-#6 (B) 1-#6 GND 2-#6 (B) 2-#6 (D) 1-#6 GND 4-#6 (A/B) 4-#6 (C/D) 1-#6 GND PB PB 2-#8 (E) 1-#8 GND2-#8 (E) 1-#8 GND 2-#8 (E) 1-#8 GND 76 53 54 TA L B O T R D S 4-#6 (A/B) 2-#6 (D) 2-#8 (E) 1-#6 GND 4-#6 (A/B) 2-#6 (D) 2-#8 (E) 1-#6 GND 2-#8 (E) 1-#6 GND 4-#6 (A/B) 4-#6 (C/D) 1-#6 GND 4-#6 (A/B) 2-#6 (C) 1-#6 GND T-4214367 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 TO EXISTING LIGHTING ALONG TALBOT RD S TO EXISTING LIGHTING ALONG TALBOT RD S 93 4-#6 (A/B) 1-#6 GND 4-#6 (A/B) 1-#6 GND 924-#6 (A/B) 1-#6 GND 4-#6 (A/B) 1-#6 GND 6/12/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421483 D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 L 2 . 0 1 . d w g | L a y o u t : 1 L 2 . 0 3 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 1 : 4 0 : 2 7 p m B y a a r o n k XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT LIGHTING WIRING SCHEMATICS 1L2.03 368 A. KING S. XIA K. NORBERG TALBOT RD S WIRING SCHEMATIC TALBOT RD S/S 37TH ST 1 L1.10 NTS PSE SERVICE POLE S 3 7 T H S T SCALE: WIRING SCHEMATIC TALBOT RD S 1 L1.11 NTS TALBOT RD S 2-#6 (C) 1-#6 GND 2-#6 (C) 1-#6 GND 2-#6 (D) 1-#6 GND 4-#6 (C/D) 1-#6 GND 2-#6 (C) 1-#6 GND 45 4947 SCALE: SCALE: DISTRIBUTION JUNCTION BOX SEE ELECTRICAL DRAWINGS 43 WIRING SCHEMATIC SE 180TH ST 1 L1.15, 1 L1.15A NTS SE 180TH ST 2-#6 (C) 1-#6 GND 4-#6 (C/D) 1-#6 GND 4-#6 (C/D) 1-#6 GND 4-#6 (C/D) 1-#6 GND 64 66 67 SCALE: 4-#6 (C/D) 1-#6 GND 2-#6 (C) 1-#6 GND 2-#6 (C) 1-#6 GND 2-#6 (D) 1-#6 GND 4-#6 (C/D) 1-#6 GND WIRING SCHEMATIC SE CARR RD 1 L1.13 NTS SE CARR RD 2-#6 (C) 1-#6 GND 4-#6 (C/D) 1-#6 GND SCALE: 2-#6 (C) 1-#6 GND 2-#6 (C) 1-#6 GND 2-#6 (C) 1-#6 GND 4-#6 (A/B) 4-#6 (C/D) 1-#6 GND 10 5 T H P L S E 2-#6 (B) 1-#6 GND 61 10 8 T H A V E S E 4-#6 (C/D) 1-#6 GND 4-#6 (C/D) 1-#6 GND 38 2-#6 (C) 1-#6 GND 2-#6 (C) 1-#6 GND 2-#6 (A) 1-#6 GND S 3 8 T H C T 2-#6 (B) 4-#6 (C/D) 1-#6 GND 2-#6 (B) 4-#6 (C/D) 1-#6 GND 2-#6 (B) 1-#6 GND 4-#6 (C/D) 1-#6 GND 4-#6 (C/D) 1-#6 GND 4-#6 (C/D) 1-#6 GND 2-#6 (C) 1-#6 GND 2-#6 (D) 1-#6 GND PROPOSED LIGHTING SERVICE CABINET 3-#2 SERVICE 1-#2 GND PROPOSED LIGHTING SERVICE CABINET 4-#6 (A/B) 4-#6 (C/D) 1-#6 GND PROPOSED SIGNAL SERVICE CABINET EX. SIGNAL SERVICE CABINET 2-#6 (A) 1-#6 GND 4-#6 (A/B) 1-#6 GND 44 39 2-#6 (C) 1-#6 GND40 46 2-#6 (C) 1-#6 GND 48 2-#6 (D) 1-#6 GND 2-#6 (A) 1-#6 GND 2-#6 (A) 1-#6 GND 3-#2 SERVICE 1-#2 GND 2-#6 (A) 4-#6 (C/D) 1-#6 GND 91 60 2-#6 (D) 1-#6 GND 2-#6 (C) 1-#6 GND 6263 2-#6 (D) 1-#6 GND 65 68 2-#6 (C) 1-#6 GND 2-#8 (E) 1-#6 GND 85 PB 2-#8 (E) 1-#6 GND 2-#8 (E) 1-#6 GND 862-#8 (E) 1-#6 GND 2-#8 (E) 1-#6 GND 2-#8 (E) 1-#6 GND 2-#8 (E) 1-#6 GND 55 T-4214368 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421484 C: \ B e n t l e y \ p r o j e c t w i s e \ d 0 6 0 1 3 8 9 \ 1 L 2 . 0 1 . d w g | L a y o u t : 1 L 2 . 0 4 PL O T T E D : F e b 0 4 , 2 0 2 6 - 0 4 : 5 6 : 4 3 p m B y a a r o n k XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINEG. FRANCO 1134237 KC001396K. CHANG YUEN ISSUE FOR CONSTRUCTION MARCH 2025 RENTON SEGMENT LIGHTING WIRING SCHEMATICS 1L2.04 369 A. KING S. XIA K. NORBERG WIRING SCHEMATIC 108TH AVE SE/SE 186TH ST 1 L1.16 NTS 4-#6 (C/D) 1-#6 GND 2-#6 (C) 1-#6 GND 4-#6 (C/D) 1-#6 GND 2-#6 (C) 1-#6 GND 2-#6 (D) 1-#6 GND 2-#6 (D) 1-#6 GND SCALE: WIRING SCHEMATIC 108TH AVE SE/SE 192ND ST 1 L1.17 NTS 2-#6 (C) 1-#6 GND 73 69 71 108TH AVE SE (SR 515) 108TH AVE SE (SR 515) SE 1 9 2 N D S T SE 1 8 6 T H S T SCALE: SCALE: 4-#6 (C/D) 1-#6 GND4-#6 (C/D) 1-#6 GND PROPOSED SIGNAL SERVICE CABINET PROPOSED LIGHTING SERVICE CABINET DISTRIBUTION JUNCTION BOX SEE ELECTRICAL DRAWINGS 56 72 2-#6 (C) 1-#6 GND 2-#6 (C) 1-#6 GND4-#6 (C/D) 1-#6 GND 2-#6 (C) 1-#6 GND 74 2-#6 (D) 1-#6 GND 57 2-#8 (E) 1-#6 GND 2-#8 (E) 1-#6 GND 2-#8 (E) 1-#6 GND 2-#8 (E) 1-#6 GND 70 3-#2 SERVICE 1-#2 GND T-4214369 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 1 DCR #7 - 186TH 0B STATION UPDATES AMK MCP 02-05-26 1 DEVELOPMENT ENGINEERING msippo 04/17/2026 DCR #7 - 186TH OB STATION UPDATES 4732/6/2026 T-421485 D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 L 2 . 0 1 . d w g | L a y o u t : 1 L 2 . 0 5 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 1 : 4 0 : 2 9 p m B y a a r o n k XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT POLE AND FIXTURE SCHEDULE 1L2.05 370 A. KING S. XIA K. NORBERG POLE AND FIXTURE SCHEDULE LUMINAIRE POLE NO.STREET NAME POWER SOURCE VOLTAGE CIRCUIT NO. LOCATION POLE TYPE POLE ORIENTATION HANDHOLE ORIENTATION BASE TYPE FOUNDATION TYPE LUMINAIRE BRACKET ARM LENGTH (FT) LUMINARE TYPE - DISTRIBUTION - WATT FIXTURE MODEL (OR APPROVED EQUAL) FIXTURE MOUNTING HEIGHT (FT) CABINET #POLE ID NO. GPS COORDINATES (LAT./LONG.) REMARKSSTATIONOFFSET (LT/RT) 1 TALBOT RD S S GRADY WAY/TALBOT RD S 240 C STA 19+50.1 52.1 (RT)PED LIGHT, SEE NOTE 4 0 270 FIXED PED LIGHT, SEE NOTE 2 2 PEDESTRIAN, TYPE III, 30W LED CYCLONE DOMIA MINI SY21P1-FGC-T3-P20-40K 16.5 2 S GRADY WAY S GRADY WAY/SHATTUCK AVE S 240 C STA 10+83.2 52.0 (LT)PED LIGHT, SEE NOTE 4 90 270 FIXED PED LIGHT, SEE NOTE 2 4 PEDESTRIAN, TYPE III, 80W LED CYCLONE DOMIA MINI SY21P1-FGC-T3-P60-40K 16.5 3 S GRADY WAY S GRADY WAY/SHATTUCK AVE S 240 D STA 11+49.9 49.9 (LT)PED LIGHT, SEE NOTE 4 0 90 FIXED PED LIGHT, SEE NOTE 2 4 PEDESTRIAN, TYPE III, 80W LED CYCLONE DOMIA MINI SY21P1-FGC-T3-P60-40K 16.5 4 S GRADY WAY S GRADY WAY/SHATTUCK AVE S 240 D STA 13+02.0 49.9 (LT)PED LIGHT, SEE NOTE 4 0 90 FIXED PED LIGHT, SEE NOTE 2 4 PEDESTRIAN, TYPE III, 80W LED CYCLONE DOMIA MINI SY21P1-FGC-T3-P60-40K 16.5 5 S GRADY WAY S GRADY WAY/SHATTUCK AVE S 240 C STA 13+94.0 49.9 (LT)PED LIGHT, SEE NOTE 4 0 90 FIXED PED LIGHT, SEE NOTE 2 4 PEDESTRIAN, TYPE III, 80W LED CYCLONE DOMIA MINI SY21P1-FGC-T3-P60-40K 16.5 6 S GRADY WAY S GRADY WAY/SHATTUCK AVE S 240 C STA 12+11.9 49.9 (LT)PED LIGHT, SEE NOTE 4 0 90 FIXED PED LIGHT, SEE NOTE 2 4 PEDESTRIAN, TYPE III, 80W LED CYCLONE DOMIA MINI SY21P1-FGC-T3-P60-40K 16.5 7 S GRADY WAY S GRADY WAY/TALBOT RD S 240 C STA 10+71.7 48.5 (LT)PED LIGHT, SEE NOTE 4 0 270 FIXED PED LIGHT, SEE NOTE 2 2 PEDESTRIAN, TYPE III, 30W LED CYCLONE DOMIA MINI SY21P1-FGC-T3-P20-4K 16.5 8 S GRADY WAY S GRADY WAY/SHATTUCK AVE S 240 D STA 14+73.8 49.8 (LT)PED LIGHT, SEE NOTE 4 0 270 FIXED PED LIGHT, SEE NOTE 2 4 PEDESTRIAN, TYPE III, 80W LED CYCLONE DOMIA MINI SY21P1-FGC-T3-P60-40K 16.5 9 S GRADY WAY S GRADY WAY/SHATTUCK AVE S 240 C STA 15+94.1 51.6 (LT)PED LIGHT, SEE NOTE 4 340 270 FIXED PED LIGHT, SEE NOTE 2 4 PEDESTRIAN, TYPE III, 80W LED CYCLONE DOMIA MINI SY21P1-FGC-T3-P60-40K 16.5 10 S GRADY WAY S GRADY WAY/SHATTUCK AVE S 240 D STA 16+58.8 43.0 (LT)PED LIGHT, SEE NOTE 4 0 270 FIXED PED LIGHT, SEE NOTE 2 4 PEDESTRIAN, TYPE III, 80W LED CYCLONE DOMIA MINI SY21P1-FGC-T3-P60-40K 16.5 11 S GRADY WAY S GRADY WAY/SHATTUCK AVE S 240 D STA 17+76.1 43.0 (LT)PED LIGHT, SEE NOTE 4 0 90 FIXED PED LIGHT, SEE NOTE 2 4 PEDESTRIAN, TYPE III, 80W LED CYCLONE DOMIA MINI SY21P1-FGC-T3-P60-40K 16.5 12 S GRADY WAY S GRADY WAY/SHATTUCK AVE S 240 C STA 18+36.8 43.0 (LT)PED LIGHT, SEE NOTE 4 0 270 FIXED PED LIGHT, SEE NOTE 2 4 PEDESTRIAN, TYPE III, 80W LED CYCLONE DOMIA MINI SY21P1-FGC-T3-P60-40K 16.5 13 TALBOT RD S S GRADY WAY/TALBOT RD S 240 D STA 14+57.5 47.5 (LT)PED LIGHT, SEE NOTE 4 0 90 FIXED PED LIGHT, SEE NOTE 2 2 PEDESTRAIN, TYPE III, 30W LED CYCLONE DOMIA MINI SY21P1-FGC-T3-P20-40K 16.5 14 TALBOT RD S S GRADY WAY/TALBOT RD S 240 C STA 15+79.5 47.5 (LT)PED LIGHT, SEE NOTE 4 0 90 FIXED PED LIGHT, SEE NOTE 2 2 PEDESTRAIN, TYPE III, 30W LED CYCLONE DOMIA MINI SY21P1-FGC-T3-P20-40K 16.5 15 S GRADY WAY S GRADY WAY/SHATTUCK AVE S 240 A STA 19+42.4 43.1 (LT)STREET LIGHT, SEE NOTE 3 0 270 FIXED STREET LIGHT, SEE NOTE 3 10 ROADWAY, TYPE III, 120W LED CYCLONE DOMIA CY55P1B-FGC-T3-P80-40K 35 S GRADY WAY S GRADY WAY/SHATTUCK AVE S 240 C 180 FIXED 2 PEDESTRIAN, TYPE III, 30W LED CYCLONE DOMIA MINI SY21P1-FGC-T3-P20-40K 16.5 16 S GRADY WAY S GRADY WAY/TALBOT RD S 240 B STA 20+28.8 43.1 (LT)STREET LIGHT, SEE NOTE 3 0 270 FIXED STREET LIGHT, SEE NOTE 3 10 ROADWAY, TYPE III, 120W LED CYCLONE DOMIA CY55P1B-FGC-T3-P80-40K 35 S GRADY WAY S GRADY WAY/TALBOT RD S 240 D 180 FIXED 2 PEDESTRIAN, TYPE III, 30W LED CYCLONE DOMIA MINI SY21P1-FGC-T3-P20-40K 16.5 17 S GRADY WAY S GRADY WAY/TALBOT RD S 240 A STA 21+19.7 43.1 (LT)STREET LIGHT, SEE NOTE 3 0 270 FIXED STREET LIGHT, SEE NOTE 3 10 ROADWAY, TYPE III, 120W LED CYCLONE DOMIA CY55P1B-FGC-T3-P80-40K 35 S GRADY WAY S GRADY WAY/TALBOT RD S 240 C 180 FIXED 2 PEDESTRIAN, TYPE III, 30W LED CYCLONE DOMIA MINI SY21P1-FGC-T3-P20-40K 16.5 18 S GRADY WAY S GRADY WAY/TALBOT RD S 240 B STA 22+79.3 43.1 (LT)STREET LIGHT, SEE NOTE 3 0 270 FIXED STREET LIGHT, SEE NOTE 3 6 ROADWAY, TYPE III, 120W LED CYCLONE DOMIA CY55P1B-FGC-T3-P80-40K 35 S GRADY WAY S GRADY WAY/TALBOT RD S 240 C 180 FIXED 2 PEDESTRIAN, TYPE III, 30W LED CYCLONE DOMIA MINI SY21P1-FGC-T3-P20-40K 16.5 19 S GRADY WAY S GRADY WAY/TALBOT RD S 240 D STA 23+31.3 49.0 (LT)PED LIGHT, SEE NOTE 4 0 270 FIXED PED LIGHT, SEE NOTE 2 2 PEDESTRIAN, TYPE III, 50W LED CYCLONE DOMIA MINI SY21P1-FGC-T3-P40-40K 16.5 20 S GRADY WAY S GRADY WAY/TALBOT RD S 240 C STA 23+81.5 50.5 (LT)PED LIGHT, SEE NOTE 4 0 270 FIXED PED LIGHT, SEE NOTE 2 2 PEDESTRIAN, TYPE III, 50W LED CYCLONE DOMIA MINI SY21P1-FGC-T3-P40-40K 16.5 21 S GRADY WAY S GRADY WAY/TALBOT RD S 240 D STA 21+95.3 43.0 (LT)PED LIGHT, SEE NOTE 4 180 270 FIXED PED LIGHT, SEE NOTE 2 2 PEDESTRIAN, TYPE III, 30W LED CYCLONE DOMIA MINI SY21P1-FGC-T3-P20-40K 16.5 22 S GRADY WAY S GRADY WAY/TALBOT RD S 240 D STA 23+10.8 59.4 (RT)PED LIGHT, SEE NOTE 4 0 90 FIXED PED LIGHT, SEE NOTE 2 2 PEDESTRIAN, TYPE III, 50W LED CYCLONE DOMIA MINI SY21P1-FGC-T3-P40-40K 16.5 23 S GRADY WAY S GRADY WAY/TALBOT RD S 240 C STA 23+62.5 59.6 (RT)PED LIGHT, SEE NOTE 4 0 90 FIXED PED LIGHT, SEE NOTE 2 2 PEDESTRIAN, TYPE III, 50W LED CYCLONE DOMIA MINI SY21P1-FGC-T3-P40-40K 16.5 24 S GRADY WAY S GRADY WAY/TALBOT RD S 240 B STA 24+21.0 63.9 (RT)STREET LIGHT, SEE NOTE 3 315 270 FIXED STREET LIGHT, SEE NOTE 1 6 ROADWAY, TYPE III, 120W LED CYCLONE DOMIA CY55P1B-FGC-T3-P80-40K 35 S GRADY WAY S GRADY WAY/TALBOT RD S 240 D 135 FIXED 2 PEDESTRIAN, TYPE III, 30W LED CYCLONE DOMIA MINI SY21P1-FGC-T3-P20-40K 16.5 25 TALBOT RD S S GRADY WAY/TALBOT RD S 240 A STA 10+99.9 67.2 (RT)STREET LIGHT, SEE NOTE 3 15 90 FIXED STREET LIGHT, SEE NOTE 1 6 ROADWAY, TYPE III, 120W LED CYCLONE DOMIA CY55P1B-FGC-T3-P80-40K 35 26 S GRADY WAY S GRADY WAY/TALBOT RD S 240 A STA 12+74.6 48.5 (LT)STREET LIGHT, SEE NOTE 3 0 270 FIXED STREET LIGHT, SEE NOTE 1 8 ROADWAY, TYPE III, 120W LED CYCLONE DOMIA CY55P1B-FGC-T3-P80-40K 35 S GRADY WAY S GRADY WAY/TALBOT RD S 240 C 180 FIXED 2 PEDESTRIAN, TYPE III, 30W LED CYCLONE DOMIA MINI SY21P1-FGC-T3-P20-40K 16.5 27 TALBOT RD S S GRADY WAY/TALBOT RD S 240 B STA 13+81.1 57.2 (RT)STREET LIGHT, SEE NOTE 3 0 270 FIXED STREET LIGHT, SEE NOTE 1 10 ROADWAY, TYPE III, 120W LED CYCLONE DOMIA CY55P1B-FGC-T3-P80-40K 35 NOTES: 1. SEE SHEET 1L2.10 FOUNDATION DETAIL - STREET LIGHT POLE A 2. SEE SHEET 1L2.10 FOR PEDESTRIAN LIGHT POLE FOUNDATION DETAILS 3. STREET LIGHT POLE TYPE PER CITY OF RENTON STANDARD PLANS 117.1 4. PED LIGHT POLE TYPE PER CITY OF RENTON STANDARD PLANS 117.2 5. SEE SHEET 1L2.10 FOUNDATION DETAIL - STREET LIGHT POLE B X T-4214370 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/2024 Condition of Approval #9: contractor to request Streetlight pole ID tag numbers from COR Transportation Maintenance after all street lights are installed and furnish/install Streetlight ID tags Per City of renton Standard plans 121. Condition of approval #10: A column on the Pole & Fixture Schedule is required for adding Lat/Long by contractor on As-built Plans. DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421486 D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 L 2 . 0 1 . d w g | L a y o u t : 1 L 2 . 0 6 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 1 : 4 0 : 3 3 p m B y a a r o n k XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT POLE AND FIXTURE SCHEDULE 1L2.06 371 A. KING S. XIA K. NORBERG POLE AND FIXTURE SCHEDULE LUMINAIRE POLE NO.STREET NAME POWER SOURCE VOLTAGE CIRCUIT NO. LOCATION POLE TYPE POLE ORIENTATION HANDHOLE ORIENTATION BASE TYPE FOUNDATION TYPE LUMINAIRE BRACKET ARM LENGTH (FT) LUMINARE TYPE - DISTRIBUTION - WATT FIXTURE MODEL (OR APPROVED EQUAL) FIXTURE MOUNTING HEIGHT (FT) CABINET #POLE ID NO. GPS COORDINATES (LAT./LONG.) REMARKSSTATIONOFFSET (LT/RT) 28 S GRADY WAY S GRADY WAY/TALBOT RD S 240 B STA 11+68.3 48.5 (LT)STREET LIGHT, SEE NOTE 3 0 270 FIXED STREET LIGHT, SEE NOTE 1 8 ROADWAY, TYPE III, 120W LED CYCLONE DOMIA CY55P1B-FGC-T3-P80-40K 35 S GRADY WAY S GRADY WAY/TALBOT RD S 240 D 180 FIXED 2 PEDESTRIAN, TYPE III, 30W LED CYCLONE DOMIA MINI SY21P1-FGC-T3-P20-40K 16.5 29 TALBOT RD S S GRADY WAY/TALBOT RD S 240 B STA 13+58.9 66.8 (LT)STREET LIGHT, SEE NOTE 3 90 270 FIXED STREET LIGHT, SEE NOTE 1 10 ROADWAY, TYPE III, 120W LED CYCLONE DOMIA CY55P1B-FGC-T3-P80-40K 35 30 TALBOT RD S S GRADY WAY/TALBOT RD S 240 A STA 15+17.7 47.5 (LT)STREET LIGHT, SEE NOTE 3 0 270 FIXED STREET LIGHT, SEE NOTE 1 10 ROADWAY, TYPE III, 120W LED CYCLONE DOMIA CY55P1B-FGC-T3-P80-40K 35 31 TALBOT RD S S GRADY WAY/TALBOT RD S 240 B STA 16+40.6 47.6 (LT)STREET LIGHT, SEE NOTE 3 0 270 FIXED STREET LIGHT, SEE NOTE 1 10 ROADWAY, TYPE III, 120W LED CYCLONE DOMIA CY55P1B-FGC-T3-P80-40K 35 32 TALBOT RD S S GRADY WAY/TALBOT RD S 240 A STA 16+85.5 54.3 (LT)STREET LIGHT, SEE NOTE 3 90 270 FIXED STREET LIGHT, SEE NOTE 1 10 ROADWAY, TYPE III, 120W LED CYCLONE DOMIA CY55P1B-FGC-T3-P80-40K 35 33 TALBOT RD S S GRADY WAY/TALBOT RD S 240 B STA 15+77.3 59.9 (RT)STREET LIGHT, SEE NOTE 3 90 180 FIXED STREET LIGHT, SEE NOTE 1 6 ROADWAY, TYPE III, 120W LED CYCLONE DOMIA CY55P1B-FGC-T3-P80-40K 35 34 TALBOT RD S S GRADY WAY/TALBOT RD S 240 B STA 17+49.3 48.6 (RT)STREET LIGHT, SEE NOTE 3 0 270 FIXED STREET LIGHT, SEE NOTE 1 10 ROADWAY, TYPE III, 120W LED CYCLONE DOMIA CY55P1B-FGC-T3-P80-40K 35 35 TALBOT RD S S GRADY WAY/TALBOT RD S 240 A STA 18+52.6 49.0 (RT)STREET LIGHT, SEE NOTE 3 0 270 FIXED STREET LIGHT, SEE NOTE 1 10 ROADWAY, TYPE III, 120W LED CYCLONE DOMIA CY55P1B-FGC-T3-P80-40K 35 36 TALBOT RD S TALBOT RD S/S RENTON VILLAGE PL 240 B STA 21+17.4 54.6 (RT)STREET LIGHT, SEE NOTE 3 0 270 FIXED STREET LIGHT, SEE NOTE 1 14 ROADWAY, TYPE III, 150W LED GCL2-80J-MV-30K-3F-XX-240 35 WSDOT 37 TALBOT RD S TALBOT RD S/S RENTON VILLAGE PL 240 A STA 22+29.4 58.9 (RT)STREET LIGHT, SEE NOTE 3 0 90 FIXED STREET LIGHT, SEE NOTE 1 14 ROADWAY, TYPE III, 150W LED GCL2-80J-MV-30K-3F-XX-240 35 WSDOT 38 TALBOT RD S TALBOT RD S/S 37TH ST 240 C STA 72+01.5 28.6 (LT)PED LIGHT, SEE NOTE 4 0 270 FIXED PED LIGHT, SEE NOTE 2 2 PEDESTRIAN, TYPE III, 50W LED CYCLONE DOMIA MINI SY21P1-FGC-T3-P40-40K 16.5 39 TALBOT RD S TALBOT RD S/S 37TH ST 240 D STA 74+54.8 28.7 (RT)PED LIGHT, SEE NOTE 4 0 90 FIXED PED LIGHT, SEE NOTE 2 2 PEDESTRIAN, TYPE III, 50W LED CYCLONE DOMIA MINI SY21P1-FGC-T3-P40-40K 16.5 40 TALBOT RD S TALBOT RD S/S 37TH ST 240 C STA 75+20.8 26.7 (RT)PED LIGHT, SEE NOTE 4 0 90 FIXED PED LIGHT, SEE NOTE 2 2 PEDESTRIAN, TYPE III, 50W LED CYCLONE DOMIA MINI SY21P1-FGC-T3-P40-40K 16.5 41 TALBOT RD S EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING ROADWAY, TYPE III, 71W LED EVOLVE ERL1_08C330_71 EXISTING PSE 42 105TH PL SE EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING ROADWAY, TYPE III,149W LED EVOLVE ERLH_16C330_149 EXISTING PSE 43 TALBOT RD S TALBOT RD S/S 37TH ST 240 A STA 72+58.0 38.7 (LT)STREET LIGHT, SEE NOTE 3 90 180 FIXED STREET LIGHT, SEE NOTE 1 10 ROADWAY, TYPE III, 120W LED CYCLONE DOMIA CY55P1B-FGC-T3-P80-40K 35 44 TALBOT RD S TALBOT RD S/S 37TH ST 240 B STA 73+24.8 24.6 (LT)STREET LIGHT, SEE NOTE 3 0 90 FIXED STREET LIGHT, SEE NOTE 1 10 ROADWAY, TYPE III, 120W LED CYCLONE DOMIA CY55P1B-FGC-T3-P80-40K 35 45 TALBOT RD S TALBOT RD/VALLEY MEDICAL CENTER 240 C STA 88+17.9 30.9 (LT)PED LIGHT, SEE NOTE 4 0 90 FIXED PED LIGHT, SEE NOTE 2 2 PEDESTRIAN, TYPE III, 50W LED CYCLONE DOMIA MINI SY21P1-FGC-T3-P40-40K 16.5 46 TALBOT RD S TALBOT RD/VALLEY MEDICAL CENTER 240 D STA 88+70.2 31.1 (LT)PED LIGHT, SEE NOTE 4 0 270 FIXED PED LIGHT, SEE NOTE 2 2 PEDESTRIAN, TYPE III, 50W LED CYCLONE DOMIA MINI SY21P1-FGC-T3-P40-40K 16.5 47 TALBOT RD S TALBOT RD/VALLEY MEDICAL CENTER 240 C STA 88+44.3 31.2 (RT)PED LIGHT, SEE NOTE 4 0 270 FIXED PED LIGHT, SEE NOTE 2 2 PEDESTRIAN, TYPE III, 50W LED CYCLONE DOMIA MINI SY21P1-FGC-T3-P40-40K 16.5 48 TALBOT RD S TALBOT RD/VALLEY MEDICAL CENTER 240 D STA 88+93.9 31.1 (RT)PED LIGHT, SEE NOTE 4 0 270 FIXED PED LIGHT, SEE NOTE 2 2 PEDESTRIAN, TYPE III, 50W LED,CYCLONE DOMIA MINI SY21P1-FGC-T3-P40-40K 16.5 49 TALBOT RD S TALBOT RD/VALLEY MEDICAL CENTER 240 A STA 89+27.5 37.4 (RT)STREET LIGHT, SEE NOTE 3 315 90 FIXED STREET LIGHT, SEE NOTE 1 10 ROADWAY, TYPE III, 120W LED CYCLONE DOMIA CY55P1B-FGC-T3-P80-40K 35 50 S GRADY WAY S GRADY WAY/SHATTUCK AVE S 240 E SEE SIGNAL PLAN SEE SIGNAL PLAN SEE SIGNAL PLAN SEE SIGNAL PLAN SEE SIGNAL PLAN SEE SIGNAL PLAN SEE SIGNAL PLAN 12 ROADWAY, TYPE III, 120W LED CYCLONE DOMIA CY55P1B-FGC-T3-P80-40K 35 51 S GRADY WAY S GRADY WAY/SHATTUCK AVE S 240 E SEE SIGNAL PLAN SEE SIGNAL PLAN SEE SIGNAL PLAN SEE SIGNAL PLAN SEE SIGNAL PLAN SEE SIGNAL PLAN SEE SIGNAL PLAN 8 ROADWAY, TYPE III, 120W LED CYCLONE DOMIA CY55P1B-FGC-T3-P80-40K 35 52 S GRADY WAY S GRADY WAY/SHATTUCK AVE S 240 E SEE SIGNAL PLAN SEE SIGNAL PLAN SEE SIGNAL PLAN SEE SIGNAL PLAN SEE SIGNAL PLAN SEE SIGNAL PLAN SEE SIGNAL PLAN 12 ROADWAY, TYPE III, 120W LED CYCLONE DOMIA CY55P1B-FGC-T3-P80-40K 35 53 S GRADY WAY S GRADY WAY/TALBOT RD S 240 E SEE SIGNAL PLAN SEE SIGNAL PLAN SEE SIGNAL PLAN SEE SIGNAL PLAN SEE SIGNAL PLAN SEE SIGNAL PLAN SEE SIGNAL PLAN 12 ROADWAY, TYPE III, 120W LED CYCLONE DOMIA CY55P1B-FGC-T3-P80-40K 35 54 S GRADY WAY S GRADY WAY/TALBOT RD S 240 E SEE SIGNAL PLAN SEE SIGNAL PLAN SEE SIGNAL PLAN SEE SIGNAL PLAN SEE SIGNAL PLAN SEE SIGNAL PLAN SEE SIGNAL PLAN 12 ROADWAY, TYPE III, 120W LED CYCLONE DOMIA CY55P1B-FGC-T3-P80-40K 35 55 SE CARR RD SE CARR RD/105TH PL SE 240 E SEE SIGNAL PLAN SEE SIGNAL PLAN SEE SIGNAL PLAN SEE SIGNAL PLAN SEE SIGNAL PLAN SEE SIGNAL PLAN SEE SIGNAL PLAN 12 ROADWAY, TYPE III, 120W LED CYCLONE DOMIA CY55P1B-FGC-T3-P80-40K 35 56 108TH AVE SE 108TH AVE SE/SE 186TH ST 240 E SEE SIGNAL PLAN SEE SIGNAL PLAN SEE SIGNAL PLAN SEE SIGNAL PLAN SEE SIGNAL PLAN SEE SIGNAL PLAN SEE SIGNAL PLAN 12 ROADWAY, TYPE III, 120W LED CYCLONE DOMIA CY55P1B-FGC-T3-P80-40K 35 57 108TH AVE SE 108TH AVE SE/SE 186TH ST 240 E SEE SIGNAL PLAN SEE SIGNAL PLAN SEE SIGNAL PLAN SEE SIGNAL PLAN SEE SIGNAL PLAN SEE SIGNAL PLAN SEE SIGNAL PLAN 12 ROADWAY, TYPE III, 120W LED CYCLONE DOMIA CY55P1B-FGC-T3-P80-40K 35 58 S GRADY WAY S GRADY WAY/SHATTUCK AVE S 240 C STA 17+14.7 43.0 (LT)PED LIGHT, SEE NOTE 4 0 90 FIXED PED LIGHT, SEE NOTE 2 4 PEDESTRIAN, TYPE III, 80W LED CYCLONE DOMIA MINI SY21P1-FGC-T3-P60-40K 16.5 NOTES: 1. SEE SHEET 1L2.10 FOUNDATION DETAIL - STREET LIGHT POLE A 2. SEE SHEET 1L2.10 FOR PEDESTRIAN LIGHT POLE FOUNDATION DETAILS 3. STREET LIGHT POLE TYPE PER CITY OF RENTON STANDARD PLANS 117.1 4. PED LIGHT POLE TYPE PER CITY OF RENTON STANDARD PLANS 117.2 X T-4214371 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421487 C: \ B e n t l e y \ p r o j e c t w i s e \ d 0 6 0 1 3 8 9 \ 1 L 2 . 0 1 . d w g | L a y o u t : 1 L 2 . 0 7 PL O T T E D : F e b 0 4 , 2 0 2 6 - 0 4 : 5 6 : 4 4 p m B y a a r o n k XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINEG. FRANCO 1134237 KC001396K. CHANG YUEN ISSUE FOR CONSTRUCTION MARCH 2025 RENTON SEGMENT POLE AND FIXTURE SCHEDULE 1L2.07 372 A. KING S. XIA K. NORBERG POLE AND FIXTURE SCHEDULE LUMINAIRE POLE NO.STREET NAME POWER SOURCE VOLTAGE CIRCUIT NO. LOCATION POLE TYPE POLE ORIENTATION HANDHOLE ORIENTATION BASE TYPE FOUNDATION TYPE LUMINAIRE BRACKET ARM LENGTH (FT) LUMINARE TYPE - DISTRIBUTION - WATT FIXTURE MODEL (OR APPROVED EQUAL) FIXTURE MOUNTING HEIGHT (FT) CABINET #POLE ID NO. (SEE NOTE 7) GPS COORDINATES (LAT./LONG.)REMARKS STATION OFFSET (LT/RT) 59 S GRADY WAY S GRADY WAY/SHATTUCK AVE S 240 D STA 18+85.9 43.1 (LT)PED LIGHT, SEE NOTE 4 180 90 FIXED PED LIGHT, SEE NOTE 2 2 PEDESTRIAN, TYPE III, 30W LED CYCLONE DOMIA MINI SY21P1-FGC-T3-P20-40K 16.5 60 SE CARR RD SE CARR RD/105TH PL SE 240 C STA 43+93.0 42.1 (LT)PED LIGHT, SEE NOTE 4 0 90 FIXED PED LIGHT, SEE NOTE 2 2 PEDESTRIAN, TYPE III, 50W LED CYCLONE DOMIA MINI SY21P1-FGC-T3-P40-40K 16.5 61 SE CARR RD SE CARR RD/105TH PL SE 240 B STA 44+78.7 42.4 (RT)STREET LIGHT, SEE NOTE 3 270 90 FIXED STREET LIGHT, SEE NOTE 1 10 ROADWAY, TYPE III, 120W LED CYCLONE DOMIA CY55P1B-FGC-T3-P80-40K 35 62 SE CARR RD SE CARR RD/105TH PL SE 240 D STA 44+32.7 31.7 (RT)PED LIGHT, SEE NOTE 4 0 90 FIXED PED LIGHT, SEE NOTE 2 2 PEDESTRIAN, TYPE III, 50W LED CYCLONE DOMIA MINI SY21P1-FGC-T3-P40-40K 16.5 63 SE CARR RD SE CARR RD/105TH PL SE 240 C STA 43+73.3 31.7 (RT)PED LIGHT, SEE NOTE 4 0 270 FIXED PED LIGHT, SEE NOTE 2 2 PEDESTRIAN, TYPE III, 50W LED CYCLONE DOMIA MINI SY21P1-FGC-T3-P40-40K 16.5 64 SE 180TH ST SE 180TH ST/108TH AVE SE 240 C STA 25+47.8 22.0 (LT)PED LIGHT, SEE NOTE 4 0 270 FIXED PED LIGHT, SEE NOTE 2 2 PEDESTRIAN, TYPE III, 50W LED CYCLONE DOMIA MINI SY21P1-FGC-T3-P40-40K 16.5 65 SE 180TH ST SE 180TH ST/108TH AVE SE 240 D STA 25+79.5 21.7 (LT)PED LIGHT, SEE NOTE 4 0 270 FIXED PED LIGHT, SEE NOTE 2 2 PEDESTRIAN, TYPE III, 50W LED CYCLONE DOMIA MINI SY21P1-FGC-T3-P40-40K 16.5 66 SE 180TH ST SE 180TH ST/108TH AVE SE 240 C STA 26+19.3 21.7 (LT)PED LIGHT, SEE NOTE 4 0 0 FIXED PED LIGHT, SEE NOTE 2 2 PEDESTRIAN, TYPE III, 50W LED CYCLONE DOMIA MINI SY21P1-FGC-T3-P40-40K 16.5 67 SE 180TH ST SE 180TH ST/108TH AVE SE 240 D STA 26+67.7 21.7 (RT)PED LIGHT, SEE NOTE 4 0 90 FIXED PED LIGHT, SEE NOTE 2 2 PEDESTRIAN, TYPE III, 50W LED CYCLONE DOMIA MINI SY21P1-FGC-T3-P40-40K 16.5 68 SE 180TH ST SE 180TH ST/108TH AVE SE 240 C STA 27+03.8 24.8 (RT)PED LIGHT, SEE NOTE 4 0 90 FIXED PED LIGHT, SEE NOTE 2 2 PEDESTRIAN, TYPE III, 50W LED CYCLONE DOMIA MINI SY21P1-FGC-T3-P40-40K 16.5 69 108TH AVE SE 108TH AVE SE/SE 186TH ST 240 C STA 29+67.6 38.6 (LT)PED LIGHT, SEE NOTE 4 0 90 FIXED PED LIGHT, SEE NOTE 2 2 PEDESTRIAN, TYPE III, 50W LED CYCLONE DOMIA MINI SY21P1-FGC-T3-P40-40K 16.5 70 108TH AVE SE 108TH AVE SE/SE 186TH ST 240 D STA 30+17.3 38.6 (LT)PED LIGHT, SEE NOTE 4 0 270 FIXED PED LIGHT, SEE NOTE 2 2 PEDESTRIAN, TYPE III, 50W LED CYCLONE DOMIA MINI SY21P1-FGC-T3-P40-40K 16.5 71 108TH AVE SE 108TH AVE SE/SE 186TH ST 240 D STA 31+20.5 35.4 (RT)PED LIGHT, SEE NOTE 4 0 270 FIXED PED LIGHT, SEE NOTE 2 2 PEDESTRIAN, TYPE III, 50W LED CYCLONE DOMIA MINI SY21P1-FGC-T3-P40-40K 16.5 72 108TH AVE SE 108TH AVE SE/SE 186TH ST 240 C STA 31+82.3 48.9 (RT)PED LIGHT, SEE NOTE 4 45 90 FIXED PED LIGHT, SEE NOTE 2 2 PEDESTRIAN, TYPE III, 30W LED CYCLONE DOMIA MINI SY21P1-FGC-T3-P20-40K 16.5 73 108TH AVE SE 108TH AVE SE/SE 192ND ST 240 C STA 52+08.0 38.2 (LT)PED LIGHT, SEE NOTE 4 0 90 FIXED PED LIGHT, SEE NOTE 2 2 PEDESTRIAN, TYPE III, 50W LED CYCLONE DOMIA MINI SY21P1-FGC-T3-P40-40K 16.5 74 108TH AVE SE 108TH AVE SE/SE 192ND ST 240 D STA 52+60.5 38.2 (LT)PED LIGHT, SEE NOTE 4 0 270 FIXED PED LIGHT, SEE NOTE 2 2 PEDESTRIAN, TYPE III, 50W LED CYCLONE DOMIA MINI SY21P1-FGC-T3-P40-40K 16.5 75 S GRADY WAY S GRADY WAY/TALBOT RD S 240 D STA 25+97.4 47.7 (LT)PED LIGHT, SEE NOTE 4 0 0 FIXED PED LIGHT, SEE NOTE 2 2 PEDESTRIAN, TYPE III, 30W LED CYCLONE DOMIA MINI SY21P1-FGC-T3-P20-40K 16.5 76 S GRADY WAY S GRADY WAY/TALBOT RD S 240 E SEE SIGNAL PLAN SEE SIGNAL PLAN EXISTING SEE SIGNAL PLAN SEE SIGNAL PLAN SEE SIGNAL PLAN SEE SIGNAL PLAN EXISTING EXISTING EXISTING EXISTING 77 S GRADY WAY S GRADY WAY/TALBOT RD S 240 B STA 11+91.4 57.5 (RT)STREET LIGHT, SEE NOTE 3 0 270 FIXED STREET LIGHT, SEE NOTE 1 10 ROADWAY, TYPE III, 120W LED CYCLONE DOMIA CY55P1B-FGC-T3-P80-40K 35 78 S GRADY WAY S GRADY WAY/TALBOT RD S 240 A EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING 79 S GRADY WAY S GRADY WAY/TALBOT RD S 240 A EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING 80 S GRADY WAY S GRADY WAY/TALBOT RD S 240 A STA 16+40.7 52.1 (RT)STREET LIGHT, SEE NOTE 3 0 90 FIXED STREET LIGHT, SEE NOTE 1 10 ROADWAY, TYPE III, 120W LED CYCLONE DOMIA CY55P1B-FGC-T3-P80-40K 35 81 TALBOT RD S TALBOT RD S/S RENTON VILLAGE PL 240 A STA 20+41.7 52.2 (RT)STREET LIGHT, SEE NOTE 5 0 270 SLIP STREET LIGHT, SEE NOTE 6 14 ROADWAY, TYPE III,150W LED GCL2-80J-MV-30K-3F-XX-240 35 WSDOT 82 S GRADY WAY S GRADY WAY/TALBOT RD S 240 D STA 17+83.7 46.6 (LT)PED LIGHT, SEE NOTE 4 45 270 FIXED PED LIGHT, SEE NOTE 2 2 PEDESTRIAN, TYPE III, 30W LED CYCLONE DOMIA MINI SY21P1-FGC-T3-P20-40K 16.5 83 S GRADY WAY S GRADY WAY/TALBOT RD S 240 B EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING 84 BY OTHERS BY OTHERS BY OTHERS BY OTHERS BY OTHERS BY OTHERS BY OTHERS BY OTHERS BY OTHERS BY OTHERS BY OTHERS 8 ROADWAY, TYPE III,149W LED EVOLVE ERLH_16C330_149 28 PSE 85 SE CARR RD SE CARR RD/105TH PL SE 240 E SEE SIGNAL PLAN SEE SIGNAL PLAN SEE SIGNAL PLAN SEE SIGNAL PLAN SEE SIGNAL PLAN SEE SIGNAL PLAN SEE SIGNAL PLAN 10 ROADWAY, TYPE III, 120W LED CYCLONE DOMIA CY55P1B-FGC-T3-P80-40K 35 86 SE CARR RD SE CARR RD/105TH PL SE 240 E SEE SIGNAL PLAN SEE SIGNAL PLAN SEE SIGNAL PLAN SEE SIGNAL PLAN SEE SIGNAL PLAN SEE SIGNAL PLAN SEE SIGNAL PLAN 12 ROADWAY, TYPE III, 120W LED CYCLONE DOMIA CY55P1B-FGC-T3-P80-40K 35 87 BY OTHERS BY OTHERS BY OTHERS B BY OTHERS BY OTHERS BY OTHERS BY OTHERS BY OTHERS BY OTHERS BY OTHERS 10 ROADWAY, TYPE III, 111W LED EVOLVE ERLH_16C330_111 32 PSE 88 S GRADY WAY S GRADY WAY/TALBOT RD S 240 B EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING 89 S GRADY WAY S GRADY WAY/TALBOT RD S 240 A EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING 90 S GRADY WAY S GRADY WAY/TALBOT RD S 240 A EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING 91 SE CARR RD SE CARR RD/105TH PL SE 240 A EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING 92 S GRADY WAY S GRADY WAY/TALBOT RD S 240 A EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING 93 S GRADY WAY S GRADY WAY/TALBOT RD S 240 B EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING NOTES: 1. SEE SHEET 1L2.10 FOUNDATION DETAIL - STREET LIGHT POLE A 6. STREET LIGHT POLE FOUNDATION PER WSDOT STANDARD PLAN J-28.30 2. SEE SHEET 1L2.10 FOR PEDESTRIAN LIGHT POLE FOUNDATION DETAILS 7. CONTRACTOR TO REQUEST STREETLIGHT POLE ID TAG NUMBERS FROM CITY OF RENTON TRANSPORTATION AND MAINTENANCE AFTER ALL STREET LIGHTS ARE INSTALLED. FURNISH AND INSTALL STREETLIGHT ID TAGS PER CITY OF RENTON STANDARD PLANS 1213. STREET LIGHT POLE TYPE PER CITY OF RENTON STANDARD PLANS 117.1 4. PED LIGHT POLE TYPE PER CITY OF RENTON STANDARD PLANS 117.2 5. STREET LIGHT POLE TYPE PER WSDOT STANDARD PLAN J-28.10-02 X T-4214372 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 1 DCR #7 - 186TH 0B STATION UPDATES AMK MCP 02-05-26 1 11 DEVELOPMENT ENGINEERING msippo 04/17/2026 DCR #7 - 186TH OB STATION UPDATES 4732/6/2026 T-421488 D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 L 2 . 0 1 . d w g | L a y o u t : 1 L 2 . 0 8 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 1 : 4 0 : 4 0 p m B y a a r o n k XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT SERVICE PANEL SCHEDULE 1L2.08 373 A. KING S. XIA K. NORBERG SERVICE PANEL LOCATION: TALBOT RD S & S 37TH ST 120/240 V 1 PHASE 3 WIRE 22K AIC POWER SOURCE: PSE SERVICE POLE FAULT CURRENT: ______200 AMP MAIN BREAKER NO.AMP.POLES KVA CIRCUIT DESCRIPTION NO.AMP.POLES KVA CIRCUIT DESCRIPTION 1 40 1 0.26 RRFB 2 20 2 0.12 STREET LIGHTING (A) 3 20 2 0.12 STREET LIGHTING (B)4 20 2 0.10 PEDESTRIAN LIGHTING (C) 5 20 2 0.05 PEDESTRIAN LIGHTING (D)6 7 8 9 10 11 12 CONTINUOUS LOAD:0.65 TOTAL LOAD:0.81 SERVICE PANEL LOCATION: TALBOT RD S & VALLEY MEDICAL CENTER 120/240 V 1 PHASE 3 WIRE 22K AIC POWER SOURCE: PSE SERVICE POLE FAULT CURRENT: ______200 AMP MAIN BREAKER NO.AMP.POLES KVA CIRCUIT DESCRIPTION NO.AMP.POLES KVA CIRCUIT DESCRIPTION 1 20 2 0.12 STREET LIGHTING (A)2 20 2 0.10 PEDESTRIAN LIGHTING (C) 3 20 2 0.10 PEDESTRIAN LIGHTING (D)4 5 6 7 8 9 10 11 12 CONTINUOUS LOAD:0.32 TOTAL LOAD:0.41 PED LUMINAIRE ARM ROADWAY LUMINAIRE ARMHANDHOLE DI R E C T I O N OF T R A F F I C ALIGNMENT SCALE:NTS STREET LIGHT/STREET LIGHT & PED LIGHT COMBO POLE ORIENTATION 90° PED LIGHT LUMINAIRE ARM 18 0 ° DI R E C T I O N OF T R A F F I C ALIGNMENT 270 ° SCALE:NTS PED LIGHT POLE ORIENTATION SERVICE PANEL LOCATION: 108TH AVE SE & SE 192ND ST 120/240 V 1 PHASE 3 WIRE 22K AIC POWER SOURCE: PSE SERVICE POLE FAULT CURRENT: ______200 AMP MAIN BREAKER NO.AMP.POLES KVA CIRCUIT DESCRIPTION NO.AMP.POLES KVA CIRCUIT DESCRIPTION 1 20 2 0.05 PEDESTRIAN LIGHTING (C)2 20 2 0.05 PEDESTRIAN LIGHTING (D) 3 4 5 6 7 8 9 10 11 12 CONTINUOUS LOAD:0.10 TOTAL LOAD:0.12 T-4214373 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421489 8" D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 L 2 . 0 1 . d w g | L a y o u t : 1 L 2 . 0 9 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 1 : 4 0 : 4 1 p m B y a a r o n k XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL ℄ ℄ ℄ ℄ ℄ 3/8" 1/ 2 " SCALE: SOLAR LIGHT SIGN POST FOOTING DETAIL NTS 1 3 2 SCALE: HSS AND BASE PLATE DETAIL NTS 2 5" TYP.1" TYP.1" TYP. 3'-6" X 3'-6" X 8" DEPTH CONCRETE FOOTING 7" X 7" X 1/2" A36 BASE PLATE WITH STANDARD HOLES HILTI HIT-Z 1/2" X 6-1/2" WITH HIT-HY 200-A ADHESIVE 2-1/2" X 2-1/2" X 1/4" HSS WITH 5/8" DIA. HOLES. HEIGHT =10' TYP1/4 5" T Y P . 1" T Y P . 1" T Y P . SCALE: SOLAR LIGHT FOOTING DETAIL NTS 3 NEW CONCRETE #4 @ 8" O.C. E.W. 2-1/2" X 2-1/2" X 1/4" HSS WITH 5/8" DIA. HOLES. HEIGHT =10' 7" X 7" X 1/2" A36 BASE PLATE WITH STANDARD HOLES ANCHOR BOLT HILTI HIT-Z 1/2" X 6-1/2" WITH HIT-HY 200-A ADHESIVE SEE NOTE 1 SEE NOTE 2 EXISTING CONCRETE 4" EMBEDMENT TYP1/4 NOTES 1.TOP OF CONCRETE FOOTING FLUSH WITH EXISTING FINISHED GRADE ALL AROUND. 2.JOINT PER 5/S1.01 TO ISOLATE ALL EDGES FROM OTHER STRUCTURES. 3.SOLAR LIGHT TO BE INSTALLED ON NEW FOOTINGS ONLY. 4.INSTALL ANCHORS PER MANUFACTURER'S RECOMMENDATIONS. 5.WELDING SHOULD COMPLY WITH AWS REQUIREMENTS. 6.HSS POST SHALL CONFORM TO ASTM A572 GRADE 50 7.BASE PLATE SHALL CONFORM TO ASTM A36 8.HSS POST AND BASE PLATE SHALL BE HOT-DIPPED GALVANIZED. SCALE: ISOLATION JOINT DETAIL NTS 4 NEW PCCP PREMOLDED EXPANSION JOINT FILLER, FULL DEPTH 1/2" BACKING ROD POURED JOINT SEALER NEW STRUCTURE OR PAVEMENT NEW OR EXISTING STRUCTURE OR PAVEMENT 3'-6" X 3'-6" 1/ 4 " ±1 / 1 6 " SCALE: SOLAR LIGHT SIGN POST DETAIL NTS 5 2-1/2" X 2-1/2" X 1/4" HSS WITH 5/8" DIA. HOLES. HEIGHT =10' SOLAR ASSEMBLY 60 ” T O T H E B O T T O M O F T H E S I G N 95 ” C L E A R A N C E F R O M T H E G R O U N D LED LUMINAIRES RAPIDRIDE 2 STOP SIGN WITH RAPIDRIDE BRANDING AND LINES. RENTON SEGMENT TIER 3 STATION SOLAR LIGHT DETAILS 1L2.09 374 A. KING S. XIA K. NORBERG T-4214374 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421490 2'-6" 4' - 0 " 3'-0" 5' - 0 " 8 - #5 BARS, EVENLY SPACED #4 HOOPS @ 10 1/2" 3" C L R 2-1/2" CLR 3" C L R 3' - 2 " 4' - 0 " 3'-0" 6' - 0 " 8 - #5 BARS, EVENLY SPACED #4 HOOPS @ 10 1/2" 3" C L R 2-1/2" CLR 3" C L R 3' - 2 " 4' - 0 " D: \ j a c o b s _ d e n 0 0 3 \ d 0 6 0 1 3 8 9 \ 1 L 2 . 1 0 . d w g | L a y o u t : 1 L 2 . 1 0 PL O T T E D : J u n 0 7 , 2 0 2 4 - 0 1 : 4 0 : 5 8 p m B y a a r o n k XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - L E G E N D . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN 57217 STATE O F WASHIN G T O N ST R U C TURAL E N GINEER P R O FESSIONAL E N G INEER HA N A M. D'A C C I AD-READY SUBMITTAL RENTON SEGMENT LIGHT POLE FOUNDATION DETAILS 1L2.10 375 H. D'ACCI H. D'ACCI X. WU SCALE: FOUNDATION DETAIL - PEDESTRIAN LIGHT POLE NTS SCALE: FOUNDATION DETAIL - STREET LIGHT POLE A NTS SEE CITY OF RENTON STANDARD PLAN 117.1A FOR DETAILS NOT SHOWN. DETAIL APPLIES TO FOUNDATIONS WITH ALLOWABLE LATERAL BEARING PRESSURE OF 1100 PSF AND ABOVE. SEE RAPID RIDE I LINE GEOTECHNICAL ENGINEERING REPORT FOR ADDITIONAL INFORMATION. SEE CITY OF RENTON STANDARD PLAN 117.2 FOR DETAILS NOT SHOWN. SCALE: FOUNDATION DETAIL - STREET LIGHT POLE B NTS SEE CITY OF RENTON STANDARD PLAN 117.1A FOR DETAILS NOT SHOWN. DETAIL APPLIES TO FOUNDATIONS WITH ALLOWABLE LATERAL BEARING PRESSURE OF 800 PSF UP TO 1100 PSF. SEE RAPID RIDE I LINE GEOTECHNICAL ENGINEERING REPORT FOR ADDITIONAL INFORMATION. T-4214375 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/11/2024 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421491 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ j e g _ o s u n a p \ d 0 6 0 1 3 8 9 \ 1 T S 1 . 0 0 . d w g | L a y o u t : 1 T S 1 . 0 0 PL O T T E D : M a r 3 0 , 2 0 2 6 - 0 7 : 0 8 : 3 7 p m B y O s u n a P XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - L E G E N D . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE MARCH 2025G. FRANCO 1134237 KC001396 473 MA R K F . WEGE N E RSTATE O F WASHING T O N 41141REGISTER E D P R O FESSIONAL E N G INEER K. CHANG YUEN ISSUE FOR CONSTRUCTION MARCH 2025 RENTON SEGMENT SIGNAL GENERAL NOTES AND LEGEND 1TS1.00 376 J. DOWDS BENNETT P. OSUNA R. JAHNS GENERAL NOTES 1.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE CITY OF RENTON (COR) STANDARDS, WSDOT STANDARD SPECIFICATIONS, LATEST AMENDMENTS TO THE STANDARD SPECIFICATIONS, WSDOT STANDARD PLANS, SPECIAL PROVISIONS AND THESE PLANS. 2.ALL PEDESTRIAN SIGNAL HEADS SHALL BE LED WITH COUNTDOWN DISPLAY. 3.MAST ARM MOUNTED STREET NAME SIGNS SHALL BE IN ACCORDANCE WITH AUTHORITY HAVING JURISDICTION (AHJ) STANDARDS. ALL OTHER MAST ARM MOUNTED SIGN DESIGNATION CODES WILL REFER TO THE CURRENT EDITION OF THE MUTCD UNLESS OTHERWISE NOTED. 4.ALL POLE PENETRATIONS SHALL BE MADE IN THE FIELD. 5.EMERGENCY PRE-EMPTION DETECTORS SHALL BE MOUNTED HIGHER THAN STREET NAME SIGNS OR OTHER CONFLICTING APPURTENANCES ENSURING A CLEAR LINE OF SIGHT. 6.ALL SIGNAL POLES SHALL BE INSTALLED A MINIMUM OF 3 FT FROM THE FACE OF CURB. 7.CONTRACTOR SHALL CONFIRM THAT MINIMUM OF 10 FT CLEARANCE IS PROVIDED BETWEEN SIGNAL POLES/LUMINAIRE POLES PRIOR TO POURING FOUNDATIONS. IF CONFLICT IS DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE RESIDENT ENGINEER IMMEDIATELY. 8.ALL EXISTING FIELD WIRING, WHICH IS NO LONGER NEEDED, SHALL BE REMOVED AFTER NEW SIGNAL TURN-ON. 9.ALL CONDUITS CONTAINING CONDUCTORS SHALL INCLUDE GROUND WIRE. GROUND WIRE SIZE SHALL MATCH THE LARGEST CONDUCTOR (MIN. #8 UNLESS OTHERWISE NOTED). 10.ALL EMPTY / SPARE CONDUITS SHALL CONTAIN PULL TAPE COMPLIANT WITH RELEVANT AHJ SPECIFICATIONS. 11.ALL CABLES INSTALLED BY THE CONTRACTOR SHALL BE LABELED IN EACH JUNCTION BOX AND CONTROLLER CABINET. 12.ALL EXISTING PULL ROPE OR PULL TAPE USED FOR THE INSTALLATION OF NEW CABLING SHALL BE REPLACED WITH A NEW PULL TAPE OF THE TYPE DESCRIBED IN THE AHJ SPECIFICATIONS. 13.ALL EXISTING SIGNAL EQUIPMENT SHALL BE MAINTAINED AND PROTECTED IN PLACE UNLESS OTHERWISE NOTED. 14. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIFY THAT MINIMUM OVERHEAD CLEARANCE REQUIREMENT WILL BE SATISFIED. CONTRACTORS SHALL MAKE ADJUSTMENTS THROUGH MOUNTING TYPE IF NEEDED. 15.UTILITY LOCATION (CALL 811 BEFORE YOU DIG) PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES TO UTILITIES DURING CONSTRUCTION. 16.CONTRACTOR SHALL KEEP EXISTING SIGNALS FULLY OPERATIONAL THROUGHOUT CONSTRUCTION UNTIL CHANGED OVER TO NEW SIGNAL SYSTEM, WHICH SHALL OCCUR IN ACCORDANCE WITH AN APPROVED TRAFFIC CONTROL PLAN. TIME FOR SIGNAL CHANGE OVER SHALL BE COORDINATED WITH THE APPROPRIATE JURISDICTION TO MINIMIZE DISRUPTION TO TRAFFIC. 17.THE LOCATION OF ALL PROPOSED CONDUITS, JUNCTION BOXES AND CABINETS SHOWN ON THESE PLANS ARE FOR GRAPHICAL PRESENTATION ONLY. FINAL LOCATIONS SHALL BE VERIFIED WITH THE ENGINEER IN THE FIELD. 18.ALL NEW POLE AND CABINET FOUNDATION LOCATIONS SHALL BE APPROVED BY THE ENGINEER PRIOR TO EXCAVATION. CONTRACTOR SHALL CHECK FOR MINIMUM OVERHEAD CLEARANCE OF 16'6" FOR ALL SIGNAL HEADS ABOVE THE STREET PRIOR TO POURING OF FOUNDATION. 19.ALL PEDESTRIAN HEADS, PUSH BUTTONS AND SIGNAL HEADS SHALL BE SECURELY AND COMPLETELY COVERED WITH YELLOW, TAN OR WHITE MATERIAL WHILE NOT IN OPERATION. 20.NEW APS STYLE PUSH BUTTON ASSEMBLIES SHALL BE INSTALLED FACING THE INTERSECTION AND PARALLEL WITH THE ASSOCIATED CROSSWALK. ORIENTATION OF THE APS PUSH BUTTON SHALL BE VERIFIED BY THE ENGINEER IN THE FIELD PRIOR TO ORDERING THE PUSH BUTTON. INSTALL PEDESTRIAN PUSH BUTTON PER WSDOT STANDARD PLAN J-20.26-01. 21.ALL NEW AND EXISTING JUNCTION BOXES TO BE REPLACED SHALL BE NON-SKID TYPE. WHEN PLACED IN A SIDEWALK, JUNCTION BOXES SHALL BE LOCATED 4 FT AWAY FROM ALL SIGNAL POLES THAT HAVE A PUSH BUTTON MOUNTED ON THEM. SEE SPECIAL PROVISIONS. 22.ALL VEHICLE SIGNAL HEADS SHALL BE LED TYPE AND SHALL BE INSTALLED WITH NEW TUNNEL VISORS, SQUARE DOORS AND 5" BACKPLATES WITH 1" YELLOW RETROFLECTIVE TAPE. SEE CITY OF RENTON STANDARD PLAN 140 FOR DETAILS. 23.SIGNS ARE NOT TO SCALE. ALL SIGN DIMENSIONS SHALL BE VERIFIED WITH THE ENGINEER AND MANUFACTURER PRIOR TO FABRICATION. SUBMIT PROOFS OF ALL SIGNS FOR APPROVAL. 24.SIGNAL POLE, LUMINAIRE AND CABINET FOUNDATIONS SHALL BE CLASS 4000P CONCRETE. 25.ALL PROPOSED SIGNAL POLE FOUNDATIONS AND EXISTING MODIFIED SIGNAL POLE FOUNDATIONS SHALL INCLUDE A CONCRETE PAD AROUND THE FOUNDATION. PROPOSED OR EXISTING SIDEWALK SHALL BE CONSIDERED PART OF THE FOUNDATION PAD. FOUNDATION PAD SHALL BE AT LEAST 2 FEET OFFSET FROM THE SIGNAL POLE FOUNDATION, AS SPACE ALLOWS. 26.WHEN THE TRAFFIC SIGNAL IS OPERATIONAL, VEHICLE DETECTION SHALL BE MAINTAINED AND REMAIN FUNCTIONAL. NEW PERMANENT / TEMPORARY VIDEO DETECTION SHALL BE INSTALLED AND OPERATIONAL PRIOR TO DESTROYING ANY EXISTING VEHICLE DETECTION. 27.ALL TRAFFIC SIGNAL SYSTEMS, ILLUMINATION SYSTEMS OR OTHER ELECTRICAL TRANSPORTATION SYSTEMS ARE SUBJECT TO INSPECTION BY CITY OF RENTON TRANSPORTATION OPERATIONS MAINTENANCE DEPARTMENT PRIOR TO FINAL ACCEPTANCE. CONTRACTOR TO COORDINATE INSPECTION WITH THE TRANSPORTATION OPERATIONS MAINTENANCE MANAGER OR OTHER TRANSPORTATION OPERATIONS MAINTENANCE REPRESENTATIVE. 28.UNIFORMED POLICE OFFICER(S) SHALL BE PRESENT DURING SIGNAL CHANGE OVER TO DIRECT TRAFFIC. 29.RELOCATION OF TRAFFIC SIGNAL CABINET AND ASSOCIATED SIGNAL CHANGE OVER WORK SHALL BE NIGHTTIME WORK OR WEEKEND WORK ONLY. NIGHTTIME WORK REQUIRES NOISE VARIANCE. TYPICAL FOR ALL TRAFFIC SIGNAL RELOCATIONS. 30.THE CONTRACTOR SHALL BE RESPONSIBLE TO APPLY AND COORDINATE WITH PSE FOR SERVICE. SERVICE TO INCLUDE DISCONNECT / INSTALL / RECONNECT / WIRING / ENERGIZE. 31.SEE SPECIAL PROVISION 34 41 00 FOR REQUIREMENTS FOR SIGNAL CONSTRUCTION SEQUENCING AND TEMPORARY TRAFFIC SIGNALS. SEE SPECIAL PROVISION 01 55 26 FOR REQUIREMENTS FOR TRAFFIC CONTROL PLANS AND DETOURS. LEGEND MAST ARM POLE LUMINAIRE PEDESTRIAN PUSH BUTTON PEDESTAL SIGNAL PEDESTAL VEHICLE SIGNAL HEAD VEHICLE SIGNAL HEAD WITH BACKPLATE PEDESTRIAN SIGNAL HEAD APS PUSH BUTTON EMERGENCY VEHICLE PRE-EMPTION DETECTOR MAST ARM SIGN JUNCTION BOX TYPE 1 JUNCTION BOX TYPE 2 JUNCTION BOX TYPE 8 PULL BOX ELECTRICAL SERVICE CABINET CONTROLLER CABINET UNDERGROUND CONDUIT RRFB VIDEO DETECTION CAMERA - FUSION SENSOR TYPE 1 VIDEO DETECTION CAMERA - FUSION SENSOR TYPE 2 VIDEO DETECTION CAMERA LOOP DETECTOR PTZ CAMERA DETECTION ZONE PROPOSEDEXISTING V1 SPECIAL SIGN DETAILS 2 4 5.9 8.2 2 4 2.2 15.6 5.9 2.2 2 14 20 1.5" RADIUS, 0.5"; BLACK BORDER ON WHITE BACKGROUND "BUS", C; BLACK TEXT ON WHITE BACKGROUND "SIGNAL", C; BLACK TEXT ON WHITE BACKGROUND 5.9 8.9 11.9 2.2 5.3 6.7 9.7 12. 6 15. 8 BUS SIGNAL 3 16 5.1 13.8 2 5 5.8 12.4 2 5 3.6 16.8 5.1 5.8 3.6 3 36 24 3.0" RADIUS, 1.0"; BLACK BORDER ON WHITE BACKGROUND "BUS", D; BLACK TEXT ON WHITE BACKGROUND "ONLY", D; BLACK TEXT ON WHITE BACKGROUND 5.1 5.8 10.3 14.9 3.6 8.3 12.8 16.2 O N L Y B U S DIMENSIONS SHOWN ARE IN INCHES. DIMENSIONS SHOWN ARE IN INCHES. PB T-4214376 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 3 16 8 8 2 5 5.8 12.4 2 5 3.6 16.8 8 5.8 3.6 3 36 24 5.8 10.3 14.9 3.6 8.3 12.8 16.2 O N L Y B U S 3.0" RADIUS, 1.0"; BLACK BORDER ON WHITE BACKGROUND "BUS", D; BLACK TEXT ON WHITE BACKGROUND "ONLY", D; BLACK TEXT ON WHITE BACKGROUND DIMENSIONS SHOWN ARE IN INCHES. V2 DCR #15 - CHANGE VIDEO DETECTION SYSTEM1 PO 03-23-26 1 MFW 03/31/2026 DEVELOPMENT ENGINEERING msippo 04/09/2026 Condition of Approval #11. Add additional notes to plan and project specifications. 31. Temporary video detection is required when existing signal is down. 32. Identify construction sequence and phase. only one signal under construction at one time is required. 33.Identify all locations that will have temp signals and submit sequence/schedule of work. 34.Temp signals shall meet MUTCD and PROWAG 35.Temp street/detour closure shall not be in conflicts with WSDOT closure, other City projects closures/construction, special events, 36. Temp street/detour closure shall not be during Peak hours in the direction of the peak hour traffic 37. Pedestrian signals shall be maintained operational and push buttons shall be accessible, ADA compliance/wheelchair accessible, at all times. 38. Temp video detection shall be installed prior to remove or disable existing detection at temp traffic signals. vehicle detection at signal for each movement shall be maintained at all times. coordinate with Transportation Maintenance manager. T-421492 SD 18+29 18 + 0 0 10+00 11+00 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ j e g _ o s u n a p \ d 0 6 0 1 3 8 9 \ 1 T S 1 . 1 0 . d w g | L a y o u t : 1 T S 1 . 0 1 A PL O T T E D : J u n 1 1 , 2 0 2 4 - 1 2 : 0 8 : 0 2 p m B y O s u n a P XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - D R _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - L E G E N D . d w g ; X - A L I G N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473 MA R K F . WEGE N E RSTATE O F WASHING T O N 41141REGISTER E D P R O FESSIONAL E N G INEER K. CHANG YUEN AD-READY SUBMITTAL 10'20' SCALE: 1" = 20' 0' S GRADY WAY LA K E A V E S (LA K - L I N E ) (GRA-LINE) PHASES 3 CHANNEL A B EXISTING PRE-EMPTION SCHEDULE C 4 D 1 & 6, OLA (FYA) RENTON SEGMENT SIGNAL PLAN S GRADY WAY & LAKE AVE S 1TS1.01A 377 J. DOWDS BENNETT P. OSUNA R. JAHNS SIGNAL HEADS 12" 12"Y R 12"G 21, 22, 41, 42 61, 62, 28, 29, 68, 69, 88, 89 PROTECTED VEHICLE MOVEMENT PERMISSIVE VEHICLE MOVEMENT PEDESTRIAN MOVEMENT FYA = FLASHING YELLOW ARROW OLA = OVERLAP A MOVEMENT, WESTBOUND LEFT OLC = OVERLAP C MOVEMENT, EASTBOUND LEFT EXISTING PHASE DIAGRAM 4142 29 EV P C 11 / OLA 61 EVP AEVP B 62 68 31 32 88EV P D 51 / OLC 21 22 28 89 EXISTING 11/OLA, 51/OLC 4 6 4A 5 3 5 7 3 8 10 2 9 8 6 1 1 11 10 2 9 4 NOTES: 1.FOR GENERAL NOTES AND SYMBOLOGY SEE 1TS1.00. 2.FOR SIGNAL POLE DETAILS SEE 1TS1.01D & COR STD. PLAN 140. 3.FOR CONDUIT RUN AND WIRING INFORMATION SEE 1TS1.01C AND 1TS1.01E. 4.FOR CONSTRUCTION NOTES SEE 1TS1.01B. 5.FOR LIGHTING PLANS AND DETAILS SEE 1L1.01. 6.FOR ITS PLANS AND DETAILS SEE 1I1.00. 7.FOR ELECTRICAL PLANS AND DETAILS SEE 1E1.01. 69 12 11 14 13 13 13 G Y R Y 1 2 3 4 5 6 7 8 NOT USED 12" 12" 12" 12" FLASHING T-4214377 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 12" 12"Y R 12"G 31, 32 OLC FYA OLA FYA 2 & 5, OLC (FYA) 06/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421493 SDSDSDSDSD C 18+29 18 + 0 0 10+00 11+00 12+00 13+00 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ j e g _ o s u n a p \ d 0 6 0 1 3 8 9 \ 1 T S 1 . 1 0 . d w g | L a y o u t : 1 T S 1 . 0 1 B PL O T T E D : J u n 1 9 , 2 0 2 4 - 0 9 : 0 2 : 5 2 a m B y O s u n a P XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - D R _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - L E G E N D . d w g ; X - A L I G N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473 MA R K F . WEGE N E RSTATE O F WASHING T O N 41141REGISTER E D P R O FESSIONAL E N G INEER K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT DETECTION PLAN S GRADY WAY & LAKE AVE S 1TS1.01B 378 J. DOWDS BENNETT P. OSUNA R. JAHNS 20'40' SCALE: 1" = 40' 0' VIDEO DETECTION PLACEMENT VIDEO ZONE OFFSET FROM STOP BAR V12, V63, V64, V65 180' V66, V67, V68 275' V65 S GRADY WAY (GRA-LINE) LAK E A V E S (LA K - L I N E ) V64 V63 V66 V12 V67 V68 V62 V61 V11 1 CONSTRUCTION NOTES: PROTECT EXISTING TYPE III SIGNAL POLE, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE UNLESS OTHERWISE NOTED. PROTECT EXISTING TYPE III SIGNAL POLE, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE UNLESS OTHERWISE NOTED. PROTECT EXISTING TYPE III SIGNAL POLE, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE UNLESS OTHERWISE NOTED. PROTECT EXISTING TYPE II SIGNAL POLE, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE UNLESS OTHERWISE NOTED. INSTALL ONE VEHICLE DETECTOR AND MOUNTING BRACKET ON EXISTING MAST ARM BETWEEN HEADS 11 AND 61. VEHICLE DETECTOR SHALL BE COMPATIBLE WITH EXISTING INTERSECTION DETECTION SYSTEM AND SHALL BE PROVIDED BY THE CITY FROM THE CITY'S SALVAGE INVENTORY. PROTECT EXISTING TYPE PPB SIGNAL POST, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE UNLESS OTHERWISE NOTED. FURNISH AND INSTALL A NEW TYPE 8 JUNCTION BOX PER WSDOT STD. PLAN J-40.30. PRIOR TO THE REMOVAL OF EXISTING CABINET FOUNDATION, CONSTRUCT CONTROLLER FOUNDATION PER CITY OF RENTON STANDARD PLANS 126.1 AND 126.2. VERIFY FINAL LOCATION WITH THE ENGINEER IN THE FIELD PRIOR TO POURING THE FOUNDATION. INSTALL NEW SIGNAL CABINET AND CONTROLLER EQUIPMENT AND CONNECT FIELD WIRING. ABANDON EX. VEHICLE DETECTION LOOPS PER WSDOT SPECIFICATIONS AND REMOVE ALL ASSOCIATED WIRING UNLESS OTHERWISE NOTED. REMOVE EXISTING SIGNAL CONTROLLER CABINET FOUNDATION. REMOVE EXISTING CONTROLLER CABINET AND ALL ASSOCIATED EQUIPMENT. REMOVE ALL WIRING AND CONDUIT, EXCEPT FOR LOOPS AND WIRE TO ADJACENT JUNCTION BOXES FOR THE LOOPS THAT ARE EXISTING TO REMAIN. REMOVE EXISTING JUNCTION BOX, CONDUIT ELBOWS AND ALL ASSOCIATED WIRING. BACKFILL VOID. INTERCEPT EXISTING CONDUIT AND EXTEND TO NEW JUNCTION BOX. PROTECT EXISTING SERVICE CABINET, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. 2 3 4 4A 5 6 7 8 9 10 SEE SHEET 1TS1.02B 11 PROTECT EXISTING LOOPS IN PLACE.12 12 12 7 7 EXISTING JUNCTION BOX TO REMAIN. PROTECT IN PLACE DURING CONSTRUCTION.13 EXISTING JUNCTION BOX TO BE REPLACED. SEE INTERCONNECT PLAN 1I1.01 FOR ADDITIONAL DETAILS.14 T-4214378 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 4 4A 3 2 1 06/19/24 Condition of Approval #12. Vector Vantage DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421494 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ j e g _ o s u n a p \ d 0 6 0 1 3 8 9 \ 1 T S 1 . 1 0 . d w g | L a y o u t : 1 T S 1 . 0 1 C PL O T T E D : M a r 3 0 , 2 0 2 6 - 0 7 : 1 7 : 3 5 p m B y O s u n a P XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - D R _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - L E G E N D . d w g ; X - A L I G N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE MARCH 2025G. FRANCO 1134237 KC001396 473 MA R K F . WEGE N E RSTATE O F WASHING T O N 41141REGISTER E D P R O FESSIONAL E N G INEER K. CHANG YUEN ISSUE FOR CONSTRUCTION MARCH 2025 RENTON SEGMENT WIRING SCHEDULE S GRADY WAY & LAKE AVE S 1TS1.01C 379 J. DOWDS BENNETT P. OSUNA R. JAHNS WIRE SCHEDULE NO. CONDUIT SIZE PPB / LOOP PRE-EMPTION VEH HEAD / PED HEAD VIDEO DETECTION SERVICE STREET LIGHT GROUND NOTES 2C 3C 5C 3C #14 AWG #6 AWG #8 AWG #6 AWG #8 AWG 1 4"9 4 14 2 1 3"1 SPARE 2"2 1 2 3"9 4 7 2 1 3"7 1 SEE ITS PLANS FOR ADDITIONAL CABLE 2"2 1 3 EX 3"9 4 7 2 1 EX 3"7 1 SEE ITS PLANS FOR ADDITIONAL CABLE EX 2"2 1 4 EX 3"2 1 3 1 2 1 5 EX 3"2 2 4 1 1 SEE ITS PLANS FOR ADDITIONAL CABLE EX 2"2 2 1 6 EX 3"2 4 1 1 7 EX 1"1 1 8 EX 3"5 1 7 2 1 9 EX 3"2 5 2 1 10 EX 3"3 1 2 2 1 11 EX 3"1 1 2 2 1 12 EX 3"2 2 1 # T-4214379 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 DCR #15 - CHANGE VIDEO DETECTION SYSTEM1 PO 03-23-26MFW 1 03/31/2026 DEVELOPMENT ENGINEERING msippo 04/09/2026 T-421495 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ j e g _ o s u n a p \ d 0 6 0 1 3 8 9 \ 1 T S 1 . 1 0 . d w g | L a y o u t : 1 T S 1 . 0 1 D PL O T T E D : J u n 1 1 , 2 0 2 4 - 1 2 : 0 9 : 0 4 p m B y O s u n a P XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - D R _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - L E G E N D . d w g ; X - A L I G N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473 MA R K F . WEGE N E RSTATE O F WASHING T O N 41141REGISTER E D P R O FESSIONAL E N G INEER K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT POLE SCHEDULE S GRADY WAY & LAKE AVE S 1TS1.01D 380 J. DOWDS BENNETT P. OSUNA R. JAHNS SIGNAL POLE CHART FIELD LOCATION TYPE MAST ARM LENGTH (FT) MOUNTING HEIGHT (FT) SIGNAL MAST ARM DATA LUMINAIRE ARM (FT)POLE ATTACHMENT POINT ANGLES (deg)FOUNDATION DEPTHS (FT)REMARKSOFFSET DISTANCE - Z(FT) (POLE CENTERLINE TO ATTACHMENT POINT)WINDLOAD AREAS - XY (FT)²(X)(Y)(Z) = TOTAL (FT)³POLE #STATION OFFSET LT.RT.P.O.A.A1 A2 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 C D E1 E2 F G1 G2 H I1 I2 3' RD.3' SQ.4' RD. 17 + 95.9 36.1'X 0 II 50 18.5 50 47 41 30 45 19.5 5 11.6 7.5 9.2 9.2 0 9.2 12 1646 EXISTING 0 0 180 EXISTING P.O.A MEASURED FROM LAK-LINE. POLE AND MAST ARM PER MANUFACTURER'S PLANS. MANUFACTURER'S PLANS SHALL BE SIGNED AND STAMPED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER. ELECTRICAL CURBSTANDARD FOUNDATION GG i ii 3' - 6" MEASURED FROM SIDEWALK SURFACE TO CENTER OF PEDESTRIAN PUSH BUTTON 9 3 II PPBPPB II, III, SD N/A J-21.15 J-20.16 J-21.10 J-21.10 J-20.15 3 II 9 9 9 LUMINAIRE MAST ARM X Y Z (ft ) MAST ARM LENGTH X Y Z (ft ) FIXED BREAKAWAY PS I J-20.10 J-20.15 J-20.10 J-20.15 J-26.10, J-26.15 J- 2 0 . 1 1 N/A J-20.10 J-20.20 J-21.20 N/A 8 40'45'50' MAX. 4 SECTION 12"17.0' 20.9'22.0' 20.8'16.5' 53' - 180' MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO TOP OF ROADWAY G H I a e j j B10 B11a b d a B2 B3 B6 4 1 2 OR MIN. 17.5'19.2' 18.0'19.7' 16.5' SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY ALL i 85° E E FF G H I A1 12 ' - 0 " 10 ' - 0 " 8' - 0 " b c a gg B9 h i LIMITS OF VERTICAL CLEARANCE a b b B1 B4 B5 B7 ROADWAY 6 1 2 1 2 2 1 2 2 3 5 TYPE II, III & SD SIGNAL POLE NOTES 6 1 2 k B8 2 3 4 3 2 3 4 90° 0° E2 E1 E2 ` 90° 90° E1 180° 270° ` ` 5 FOR HEADS ON NEW MAST ARMS, 3 SECTION HEADS SHALL USE TYPE L MOUNTING, 4 SECTION AND GREATER HEADS SHALL USE TYPE M MOUNTING COUPLING INSTALLED AT OFFSET INDICATED IN PLANS. FIELD INSTALLED. SIGN SIZES SHALL NOT EXCEED THE MAXIMUM VALUES LISTED AT RIGHT. LOCATION SHALL BE APPROVED BY CITY OF RENTON ENGINEER PRIOR TO INSTALLATION. VIDEO DETECTION CAMERA LOCATED BETWEEN THROUGH AND LEFT TURN LANE, OR CENTERED ON APPROACH IF LEFT TURN LANE DOES NOT EXIST. 1' - 0" MIN. TO 2' - 6" MAX. FROM POLE CENTERLINE TO SIGN EDGE. PLACEMENT SHALL BE 3' - 0" MIN. FROM FACE OF CURB OR EDGE OF SHOULDER TO FACE OF POLE. INSTALL IDENTIFICATION TAGS PER COR STD. PLAN 139. a.VEHICLE DISPLAY b.MAST ARM MTD. SIGN c.STREET NAME SIGN d.PRE-EMPT DETECTOR e. POST MTD. SIGN f. LUMINAIRE g. PEDESTRIAN DISPLAY h. TERMINAL CABINET i. APS PUSH BUTTON j. HANDHOLE k. VIDEO DETECTION CAMERA l. PTZ CAMERA TYPE PPB PPB POST TYPE PS PED. HEAD POLE TYPE I VEHICLE HEAD POLE DMS OR VMS IS NOT ALLOWED ON THESE POLES. 8' - 0 " 8' - 0 " 10 ' - 0 " g g g g a MEASURE ATTACHMENT POINT ANGLES CLOCKWISE FROM POLE ORIENTATION LINE (E1 ATTACHMENT POINT) TO THE ATTACHMENT POINT LOCATION ATTACHMENT POINT ALL HANDHOLES AT 180^ FROM E1 ANCHOR BOLT PLATE LOCATION STATION POLE ORIENTATION LINE (E1 ATTACHMENT POINT) POLE ORIENTATION ANGLE (P.O.A.) DEGREES CLOCKWISE FROM OFFSET LINE TO POLE ORIENTATION LINE (E1 ATTACHMENT POINT) STANDARD TYPE POLE 27" 27"2 3 LUMINAIRE, MOUNTING, SHROUD AND ARM PER STD PLANS 117.1, 117.3 AND 118. LUMINAIRE ARM LENGTH PER DESIGN PLANS f l HORIZONTAL DISTANCE FROM SIGNAL HEAD TO STOP LINE 3 SECTION 12" 16' 14' 12' 10' 8' 6' 52.8 46.2 39.6 33.0 26.4 19.8 POLE ORIENTATION AND ATTACHMENT POINT R O A D W A Y O F F S E T L I N E D D WSDOT STANDARD PLAN REFERENCES POLE AND ALL RELATED HARDWARE / COMPONENTS SHALL BE PAINTED RAL 9005TX "JET BLACK" UNLESS OTHERWISE SPECIFIED BY CITY OF RENTON TRANSPORTATION ENGINEERING. 4 T-4214380 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421496 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ j e g _ o s u n a p \ d 0 6 0 1 3 8 9 \ 1 T S 1 . 1 0 . d w g | L a y o u t : 1 T S 1 . 0 1 E PL O T T E D : J u n 1 1 , 2 0 2 4 - 1 2 : 0 9 : 5 4 p m B y O s u n a P XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - D R _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - L E G E N D . d w g ; X - A L I G N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473 MA R K F . WEGE N E RSTATE O F WASHING T O N 41141REGISTER E D P R O FESSIONAL E N G INEER K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT FIELD TERMINATION DIAGRAM S GRADY WAY & LAKE AVE S 1TS1.01E 381 J. DOWDS BENNETT P. OSUNA R. JAHNS ROG RYG 21 WB HM 78 1 78 2 78 3 SP R H M 721 722 723 724 725 EXISTING SIGNAL POLE 2 62 4 62 3 62 2 62 1 62 6 R O G W B R Y G 42 O Y B5C3 5C2 5C1 C 646 644 643 642 641 EXISTING SIGNAL POLE 3 R O G W B R Y G 41 646 644 643 642 641 721 722 723 H M 724 725 ROG RYG WB 62 4 62 3 62 2 62 1 62 6 22 R O G R Y G 62 W B O Y B 5A 3 5A 2 5A 1 A OYB 5B 3 5B 2 5B 1 R O G R Y G 61 W B 66 4 66 3 66 2 66 1 66 6 66 4 66 3 66 2 66 1 66 6 11 / O L A 761 762 763 H M 764 765 EXISTING SIGNAL POLE 4A B R O G 31 W B H M 761 762 763 SPR H M 78 1 78 2 78 3 SP R 634 633 632 631 636 CONTROLLER CABINET O Y B5D3 5D2 5D1 D EXISTING JB EXISTING JB EXISTING JB EXISTING JB NEW TYPE 8 JB EXISTING SIGNAL POLE 1 1 - 2 C , 1 - 3 C , 2 - 5 C 2 - #8 (ILLUM) 2 - #8 (ILLUM) 2 - # 8 ( I L L U M ) 2 - #8 (ILLUM) 2 - 2C, 1 - 3C, 3 - 5C, 1- VIDEO DETECTION 1 - 2C 2 - 3 C , 4 - 5 C , 1 - V I D E O D E T E C T I O N 2 - 2C, 2 - 3C, 4 - 5C, 1- VIDEO DETECTION 7 - 5C 9 - 2C, 4 - 3C, 7 - 5C, 2- VIDEO DETECTION 9 - 2C, 4 - 3C, 14 - 5C, 2- VIDEO DETECTION 2 - #6 78 4 78 5 764 765 PH A S E IT E M NO T E AC+ AC- Φ1 & Φ 6 5A1 5A2 5A3 5B1 5B2 5B3 Φ 1 Φ 2 Φ 4 611 612 613 616 614 621 622 623 624 626 641 642 643 644 646 721 722 723 724 725 PP B Φ 2 TRAFFIC CONTROLLER TERMINATIONS SPR SPR 5C1 5C2 5C3 5D1 5D2 5D3 Φ 5 651 652 653 656 654 Φ 6 661 662 663 664 666 Φ 3 631 632 633 634 636 Φ4 Φ3 761 762 763 764 765 781 782 783 784 785 Φ 6 Φ 8 SPR SPR SPR SPR EV P E A EV P E B EV P E C EV P E D HE A D ( S ) 11 HE A D ( S ) 21 , 2 2 HE A D ( S ) 41 , 4 2 HE A D ( S ) 51 HE A D ( S ) 61 , 6 2 HE A D ( S ) 31 , 3 2 HE A D ( S ) 28 , 2 9 28 , 2 9 HE A D ( S ) 68 , 6 9 PP B 68 , 6 9 HE A D ( S ) 88 , 8 9 PP B 88 , 8 9 NOTE: 1.TERMINATIONS ARE SHOWN FOR NEW CONDUCTORS ONLY. 78 4 78 5 PPB 29 PED HEAD 29 PPB 28 PED HEAD 28 PP B 8 9 PE D H E A D 8 9 PPB 69 PED HEAD 69 PP B 8 8 PE D H E A D 8 8 PPB 68 PED HEAD 68 VIDEO DETECTION EXISTING SIGNAL POLE 4 EXISTING LOOP EXISTING LOOPS 4 4A 1 23 EX I S T I N G S E R V I C E C A B I N E T 2 - #6, 2 - #8 (ILLUM) 2 - #6, 2 - #8 (ILLUM) 2 - #6 LO O P Φ 2 LO O P Φ 5 O Y B 3C(SH) R G W 5C 5C O B2C O Y B 3C(SH) O Y B 3C(SH) O Y B 3C(SH) R O G W B 5C R O G W B 5C R O G W B 5C R O G W B 5C R O G W B 5C LO O P VIDEO DETECTION Φ 6 Φ3 SPR SP R SPR SPR SPR SPR SP R SPR SPR Φ 4 VIDEO DETECTION Φ 1 B 2C 5C 5C 2C 2C 5C 5C 2C 2C B O R G W O R G W O B B O R G W O B B O O B B O R G W O B B ORGW O B B O R G W O B BO RGWOB B O R G W O B R O G W B 5C 2 - # 8 ( I L L U M ) 5 - 2 C , 1 - 3 C , 7 - 5 C 2 - 2C, 5 - 5C 3 - 2C, 1 -3C, 2 - 5C 2 - # 8 ( I L L U M ) 51 / O L C R O G R Y G 61 6 61 3 61 2 61 1 W B O Y 6A 3 6A 2 GR 61 4 6A 1 OL A 6A1 6A2 6A3 6A4 6A6 OLA R O G W B 5C OL C 6C1 6C2 6C3 6C4 6C6 OLC R O G W B 5C ROG RYG 65 6 65 3 65 2 65 1 WBO Y 6C 3 6C 2 G R 64 6 6C 1 TERMINATE TOGETHER SIGNAL HEADS 21 & 22 ON TERMINAL BLOCK IN TERMINAL CABINET.TERMINATE TOGETHER SIGNAL HEADS 41 & 42 ON TERMINAL BLOCK IN TERMINAL CABINET. TERMINATE TOGETHER SIGNAL HEADS 61 & 62 ON TERMINAL BLOCK IN TERMINAL CABINET. TERMINATE TOGETHER SIGNAL HEADS 81 & 82 ON TERMINAL BLOCK IN TERMINAL CABINET. T-4214381 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 Y G R R O G 32 W B 634 633 632 631 636 Y G R Φ2 & Φ 5 06/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421497 SD SDSDSD C 15+00 16+00 P B PB C: \ p w _ w o r k d i r \ d e n 0 0 3 \ j e g _ o s u n a p \ d 0 6 0 1 3 8 9 \ 1 T S 1 . 1 0 . d w g | L a y o u t : 1 T S 1 . 0 2 A PL O T T E D : M a r 2 6 , 2 0 2 6 - 1 0 : 3 6 : 3 7 p m B y O s u n a P XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - D R _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - L E G E N D . d w g ; X - A L I G N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE MARCH 2025G. FRANCO 1134237 KC001396 473 MA R K F . WEGE N E RSTATE O F WASHING T O N 41141REGISTER E D P R O FESSIONAL E N G INEER K. CHANG YUEN ISSUE FOR CONSTRUCTION MARCH 2025 10'20' SCALE: 1" = 20' 0' S GRADY WAY (GRA-LINE) SH A T T U C K AV E S 1 2 3 4 5 6 7 8 SIGNAL HEADS 11 / OLA 61 62 63 21 22 23 51 / OLC 68 69 28 29 31 / OLB 81 82 88 42 41 71 / OLD48 89 49 12" 12"Y R 12"G G 12" 12" 12" 12" Y R Y NEW PHASESCHANNEL A B PRE-EMPTION SCHEDULE C D EVP A EV P C EVP B EV P D NOTES: 1.FOR GENERAL NOTES AND SYMBOLOGY SEE 1TS1.00. 2.FOR SIGNAL POLE DETAILS SEE 1TS1.02D & COR STD. PLAN 140. 3.FOR CONDUIT RUN AND WIRING INFORMATION SEE 1TS1.02C AND 1TS1.02E. 4.FOR CONSTRUCTION NOTES SEE 1TS1.02B. 5.FOR LIGHTING PLANS AND DETAILS SEE 1L1.01. 6.FOR ITS PLANS AND DETAILS SEE 1I1.00. 7.FOR ELECTRICAL PLANS AND DETAILS SEE 1E1.01. 8.STREET NAME SIGN SIZE / LAYOUT TO FOLLOW COR STANDARDS. SIZES SHOWN ON THIS PLAN ARE ESTIMATED. 9.NEW VEHICLE SIGNAL HEADS 21, 22, 23, 41, 42, 61, 62, 63, 81 AND 82 SHALL BE INSTALLED WITH NEW MOUNTING TYPE "L" ON NEW MAST ARMS, NEW VEHICLE SIGNAL HEADS 11, 31, 51, AND 71 SHALL BE INSTALLED WITH NEW MOUNTING TYPE "M" ON NEW MAST ARMS PER COR STD. PLAN 140. 10.NEW COUNTDOWN PEDESTRIAN SIGNAL HEADS 28, 29, 48, 49, 68, 69, 88 AND 89 SHALL BE INSTALLED WITH NEW MOUNTING TYPE "E" ON NEW POLE PER WSDOT STD. PLAN J-75.10. 11.NEW VEHICLE SIGNAL HEADS 12, 32, 52 AND 72 SHALL BE INSTALLED WITH NEW MOUNTING TYPE "D" ON NEW TYPE I POLES PER WSDOT STD. PLAN J-75.10. PROTECTED VEHICLE MOVEMENT PERMISSIVE VEHICLE MOVEMENT PEDESTRIAN MOVEMENT FYA = FLASHING YELLOW ARROW OLA = OVERLAP A MOVEMENT, WESTBOUND LEFT OLB = OVERLAP B MOVEMENT, NORTHBOUND LEFT OLC = OVERLAP C MOVEMENT, EASTBOUND LEFT OLD = OVERLAP D MOVEMENT, SOUTHBOUND LEFT RENTON SEGMENT SIGNAL PLAN S GRADY WAY & SHATTUCK AVE S 1TS1.02A 382 J. DOWDS BENNETT P. OSUNA R. JAHNS 72 / OLD 12 / OLA 32 / OLB 52 / OLC 22A1011123 4 4A 1 1A 4 6 12 3 21, 22, 23, 41 42, 61, 62, 63 81, 82 11/OLA, 12/OLA, 31/OLB, 32/OLB 51/OLC, 52/OLC, 71/OLD, 72/OLD 28, 29, 48, 49 68, 69, 88, 89FLASHING PHASE DIAGRAM SIGNS S3 YIELD LEFT TURN ON FLASHINGYELLOW ONLY R10-101 (RELOCATED) S5 R3-8LTR (RELOCATED) S9 5 10 107 8 TYP. 12 7 10 7 10 5 12 7 9 10 8 7 13 9 S3 S9S5 S1 S4 S6 S7 S10 S8 (114" W x 24" H)S1 S2 11 11 11 5 6 S2 (168" W x 24" H) Shattuck Ave S S Grady Way S4 S6 S7 S8 S10 T-4214382 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 REFER TO SHEET 1TS1.00 FOR SIGN LAYOUT DETAILS S11 S12 SPECIAL (24" W x 36" H)S11 SPECIAL (24" W x 36" H)S12 FYA OLA FYA OLC OLB FYA OLD FYA 1 & 6, OLA (FYA) 2 & 5, OLC (FYA) 4 & 7, OLD (FYA) 3 & 8, OLB (FYA) ONLYBUS 13 13 13 13 APS PUSH BUTTON MESSAGES PHASE AUDIBLE MESSAGE 2 "WAIT", "WAIT TO CROSS SHATTUCK AT GRADY", "WALK SIGN IS ON TO CROSS SHATTUCK" 4 "WAIT", "WAIT TO CROSS GRADY AT SHATTUCK", "WALK SIGN IS ON TO CROSS GRADY" 6 "WAIT", "WAIT TO CROSS SHATTUCK AT GRADY", "WALK SIGN IS ON TO CROSS SHATTUCK" 8 "WAIT", "WAIT TO CROSS GRADY AT SHATTUCK", "WALK SIGN IS ON TO CROSS GRADY" (114" W x 24" H) (168" W x 24" H) COR MAST ARM MOUNTED SNS COR MAST ARM MOUNTED SNS 1 V2 V1 V1 V11 1 1 DCR #15 - CHANGE VIDEO DETECTION SYSTEM1 PO 03-23-26MFW 03/31/2026 DEVELOPMENT ENGINEERING msippo 04/09/2026 T-421498 SD SDSDSDSDSD C 14+00 15+00 16+00 17+00 P B PB \ \ \ \ \\\\\\\\\\\ SD 13+00 SD C: \ p w _ w o r k d i r \ d e n 0 0 3 \ j e g _ o s u n a p \ d 0 6 0 1 3 8 9 \ 1 T S 1 . 1 0 . d w g | L a y o u t : 1 T S 1 . 0 2 B PL O T T E D : M a r 3 0 , 2 0 2 6 - 0 7 : 4 2 : 5 0 p m B y O s u n a P XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - D R _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - L E G E N D . d w g ; X - A L I G N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE MARCH 2025G. FRANCO 1134237 KC001396 473 MA R K F . WEGE N E RSTATE O F WASHING T O N 41141REGISTER E D P R O FESSIONAL E N G INEER K. CHANG YUEN ISSUE FOR CONSTRUCTION MARCH 2025 S GRADY WAY (GRA-LINE) SH A T T U C K AV E S 20'40' SCALE: 1" = 40' 0' RENTON SEGMENT DETECTION PLAN S GRADY WAY & SHATTUCK AVE S 1TS1.02B 383 J. DOWDS BENNETT P. OSUNA R. JAHNS VIDEO DETECTION PLACEMENT VIDEO ZONE OFFSET FROM STOP BAR V52, V24, V25, V26 180' V27, V28, V29 275' V42, V72 105' V12, V64, V65, V66 180' V67, V68, V69 275' V31 V81 V27 V28 V29 V26 V25 V24 V52 V51 V21 V22 V23 V63 V62 V61 V11 V12 V64 V65 V66 V67 V68 V69 V71V41 V42 V721 CONSTRUCTION NOTES: CONSTRUCT FOUNDATION PER SIGNAL POLE CHART 1TS1.02D AND COR STD. PLANS 139 AND 140. TOP OF FOUNDATION SHALL BE FLUSH WITH GRADE. FURNISH AND INSTALL TYPE III SIGNAL POLE WITH 25' MAST ARM. FURNISH AND INSTALL ONE 4-SECTION SIGNAL HEAD, TWO 3-SECTION SIGNAL HEADS, ONE EMERGENCY PRE-EMPTION DETECTOR, ONE VEHICLE DETECTOR AND MOUNTING BRACKET, AND ONE D3-103 SIGN ON MAST ARM. REMOVE AND RELOCATE ONE R10-101 AND ONE R3-8LQ FROM EXISTING MAST ARM TO NEW MAST ARM. FURNISH AND INSTALL TERMINAL CABINET ON SIGNAL POLE. REFER TO LIGHTING PLANS FOR LUMINAIRE AND LUMINAIRE BRACKET ARM. FURNISH AND INSTALL TYPE 1 SIGNAL POLE PER WSDOT STANDARD PLAN J-20.11 AND DETAIL 1TS1.02D. FURNISH AND INSTALL ONE 4-SECTION SIGNAL HEAD, TWO PEDESTRIAN SIGNAL HEADS AND TWO APS PEDESTRIAN PUSH BUTTONS WITH SIGNS ON SIGNAL POLE. CONSTRUCT FOUNDATION PER SIGNAL POLE CHART 1TS1.02D AND COR STD. PLANS 139 AND 140. TOP OF FOUNDATION SHALL BE FLUSH WITH GRADE. FURNISH AND INSTALL TYPE III SIGNAL POLE WITH 50' MAST ARM. FURNISH AND INSTALL ONE 4-SECTION SIGNAL HEAD, THREE 3-SECTION SIGNAL HEADS, ONE SPECIAL "(ARROW) BUS ONLY" SIGN, TWO EMERGENCY PRE-EMPTION DETECTORS, ONE VEHICLE DETECTOR AND MOUNTING BRACKET, AND ONE D3-103 SIGN ON MAST ARM. REMOVE AND RELOCATE ONE R10-101 FROM EXISTING MAST ARM TO NEW MAST ARM. REFER TO LIGHTING PLANS FOR LUMINAIRE AND LUMINAIRE BRACKET ARM. FURNISH AND INSTALL TERMINAL CABINET ON SIGNAL POLE. FURNISH AND INSTALL TYPE 1 SIGNAL POLE PER WSDOT STANDARD PLAN J-20.11 AND DETAIL 1TS1.02D. FURNISH AND INSTALL ONE 4-SECTION SIGNAL HEAD, TWO PEDESTRIAN SIGNAL HEADS AND TWO APS PEDESTRIAN PUSH BUTTONS WITH SIGNS ON SIGNAL POLE. CONSTRUCT FOUNDATION PER SIGNAL POLE CHART 1TS1.02D AND COR STD. PLANS 139 AND 140. TOP OF FOUNDATION SHALL BE FLUSH WITH GRADE. FURNISH AND INSTALL TYPE III SIGNAL POLE WITH 45' MAST ARM. FURNISH AND INSTALL ONE 4-SECTION SIGNAL HEAD, TWO 3-SECTION SIGNAL HEADS, ONE EMERGENCY PRE-EMPTION DETECTOR, ONE VEHICLE DETECTOR AND MOUNTING BRACKET, AND ONE D3-103 SIGN ON MAST ARM. REMOVE AND RELOCATE ONE R10-101 AND ONE R3-8LQ SIGN FROM EXISTING MAST ARM TO NEW MAST ARM. FURNISH AND INSTALL ONE 4-SECTION SIGNAL HEAD, TWO PEDESTRIAN SIGNAL HEADS, TWO APS PEDESTRIAN PUSH BUTTONS WITH SIGNS AND TERMINAL CABINET ON SIGNAL POLE. REFER TO LIGHTING PLANS FOR LUMINAIRE AND LUMINAIRE BRACKET ARM. CONSTRUCT FOUNDATION PER SIGNAL POLE CHART 1TS1.02D AND COR STD. PLANS 139 AND 140. TOP OF FOUNDATION SHALL BE FLUSH WITH GRADE. FURNISH AND INSTALL TYPE II SIGNAL POLE WITH 50' MAST ARM. FURNISH AND INSTALL ONE 4-SECTION SIGNAL HEAD, THREE 3-SECTION SIGNAL HEADS, ONE VEHICLE DETECTOR AND MOUNTING BRACKET, ONE SPECIAL "(ARROW) BUS ONLY" SIGN AND ONE D3-103 SIGN ON MAST ARM. REMOVE AND RELOCATE ONE R10-101 FROM EXISTING MAST ARM TO NEW MAST ARM. FURNISH AND INSTALL TERMINAL CABINET ON SIGNAL POLE. REFER TO LIGHTING PLANS FOR LUMINAIRE AND LUMINAIRE BRACKET ARM. FURNISH AND INSTALL TYPE 1 SIGNAL POLE PER WSDOT STANDARD PLAN J-20.11 AND DETAIL 1TS1.02D. FURNISH AND INSTALL ONE 4-SECTION SIGNAL HEAD, TWO PEDESTRIAN SIGNAL HEADS AND TWO APS PEDESTRIAN PUSH BUTTONS WITH SIGNS ON SIGNAL POLE. 1A 2 2A 3 4 4A 10 10 10 FURNISH AND INSTALL A NEW TYPE 8 JUNCTION BOX PER WSDOT STD. PLAN J-40.30. PRIOR TO THE REMOVAL OF EXISTING CABINET FOUNDATION, CONSTRUCT JOINT CONTROLLER/SERVICE CABINET FOUNDATION PER CITY OF RENTON STANDARD PLANS 126.1 AND 126.2. INSTALL RELOCATED ELECTRIC SERVICE CABINET AND ALL EQUIPMENT. VERIFY FINAL LOCATION WITH THE ENGINEER IN THE FIELD PRIOR TO POURING THE FOUNDATION. INSTALL NEW SIGNAL CABINET AND CONTROLLER EQUIPMENT AND CONNECT FIELD WIRING. INSTALL "NO TRAFFIC" DETECTOR EQUIPMENT IN THE SIGNAL CABINET, INCLUDING AN EXTERNAL ENCLOSURE MOUNTED ON THE BACK OF THE SIGNAL CABINET, AND TERMINATE WIRES PER THE SPECIAL PROVISIONS AND MANUFACTURER'S RECOMMENDATIONS. REMOVE EXISTING SIGNAL POLE AND EQUIPMENT. REMOVE FOUNDATION IN ITS ENTIRETY AND BACKFILL VOID. REMOVE AND SALVAGE ALL SIGNAL EQUIPMENT. REMOVE WIRING. REMOVE AND RELOCATE EXISTING SIGNS TO NEW POLES. RETURN ALL SIGNAL EQUIPMENT IN ITS EXISTING CONDITION TO THE CITY OF RENTON UNLESS OTHERWISE NOTED. ABANDON ALL EXISTING VEHICLE DETECTION LOOPS AT THIS INTERSECTION PER WSDOT SPECIFICATIONS AND REMOVE ALL ASSOCIATED WIRING UNLESS OTHERWISE NOTED. 5 6 7 REMOVE EXISTING CABINET FOUNDATION. REMOVE EXISTING CONTROLLER CABINET AND ALL ASSOCIATED EQUIPMENT. REMOVE EXISTING JUNCTION BOXES, CONDUIT ELBOWS AND ALL ASSOCIATED WIRING. BACKFILL VOID. INSTALL CONDUIT UNDER ROADWAY USING APPROVED DIRECTIONAL BORING METHOD. FURNISH AND INSTALL A NEW PULL BOX PER WSDOT STD. PLAN J-90.10-03. 9 10 8 11 SEE SHEET 1TS1.01B 12 T-4214383 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 4 4A 3 2A 2 1A 1 INSTALL THE "NO TRAFFIC" VIDEO DETECTION SYSTEM PER MANUFACTURER'S RECOMMENDATIONS. 13 1 1 V1 V1 V1 V2 DCR #15 - CHANGE VIDEO DETECTION SYSTEM1 PO 03-23-26MFW 03/31/2026 DEVELOPMENT ENGINEERING msippo 04/09/2026 Revised Condition of Approval #8: "No Traffic" video detection system is required for all video detection on the project in lieu of Gridsmart Video Detection Cameras. Update project specifications. T-421499 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ j e g _ o s u n a p \ d 0 6 0 1 3 8 9 \ 1 T S 1 . 1 0 . d w g | L a y o u t : 1 T S 1 . 0 2 C PL O T T E D : M a r 3 0 , 2 0 2 6 - 0 7 : 2 9 : 0 7 p m B y O s u n a P XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - D R _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - L E G E N D . d w g ; X - A L I G N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE MARCH 2025G. FRANCO 1134237 KC001396 473 MA R K F . WEGE N E RSTATE O F WASHING T O N 41141REGISTER E D P R O FESSIONAL E N G INEER K. CHANG YUEN ISSUE FOR CONSTRUCTION MARCH 2025 RENTON SEGMENT WIRING SCHEDULE S GRADY WAY & SHATTUCK AVE S 1TS1.02C 384 J. DOWDS BENNETT P. OSUNA R. JAHNS WIRE SCHEDULE NO. CONDUIT SIZE PPB PRE-EMPTION VEH HEAD / PED HEAD VIDEO DETECTION CAT5E SERVICE STREET LIGHT GROUND NOTES 2C 3C 5C 3C #14 AWG #6 AWG #8 AWG #6 AWG #8 AWG 1 2"2 1 2 2"2 1 3"1 SPARE 3 4"28 1 3"8 4 4 1 3"1 SPARE 4 3"1 3 1 1 2"2 1 5 3"2 4 1 6 3"2 7 1 1 3"1 SPARE 7 3"3 1 1 2"1 SPARE 8 3"2 4 1 9 4"4 3 14 2 1 2"2 1 3"1 SPARE 10 3"2 3 1 1 2"2 1 11 3"2 4 1 12 3"2 1 7 1 1 2"2 1 3"1 SPARE 13 3"2 1 7 1 1 2"2 1 # T-4214384 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 DCR #15 - CHANGE VIDEO DETECTION SYSTEM1 PO 03-23-26MFW 1 03/31/2026 DEVELOPMENT ENGINEERING msippo 04/09/2026 T-4214100 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ j e g _ o s u n a p \ d 0 6 0 1 3 8 9 \ 1 T S 1 . 1 0 . d w g | L a y o u t : 1 T S 1 . 0 2 D PL O T T E D : J u n 1 1 , 2 0 2 4 - 1 2 : 1 5 : 2 9 p m B y O s u n a P XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - D R _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - L E G E N D . d w g ; X - A L I G N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473 MA R K F . WEGE N E RSTATE O F WASHING T O N 41141REGISTER E D P R O FESSIONAL E N G INEER K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT POLE SCHEDULE S GRADY WAY & SHATTUCK AVE S 1TS1.02D 385 J. DOWDS BENNETT P. OSUNA R. JAHNS SIGNAL POLE CHART FIELD LOCATION TYPE MAST ARM LENGTH (FT) MOUNTING HEIGHT (FT) SIGNAL MAST ARM DATA LUMINAIRE ARM (FT)POLE ATTACHMENT POINT ANGLES (deg)FOUNDATION DEPTHS (FT) *REMARKSOFFSET DISTANCE - Z(FT) (POLE CENTERLINE TO ATTACHMENT POINT)WINDLOAD AREAS - XY (FT)²(X)(Y)(Z) = TOTAL (FT)³ **POLE #STATION OFFSET LT.RT.P.O.A.A1 A2 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 C D E1 E2 F G1 G2 H I1 I2 3' RD.3' SQ.4' RD. 15 + 70.1 80.4'X 90 III 25 16.5 35 24 21 15.5 18.5 20 7.5 5 11.6 7.5 9.2 6.25 0 9.2 19 1398 SEE LIGHTING PLAN 0 0 180 11'9'9' P.O.A. MEASURED FROM GRA-LINE. 15 +78.4 60.6'X 0 I 315 90 180 0 270 15 + 84.9 52.7'X 0 III 50 16.5 35 50 47 41 36 36 30.5 18.5 15 5 11.6 7.5 9.2 0 0 9.2 9.2 6 30 2540 SEE LIGHTING PLAN, INSTALL BELL CAMERA 0 0 180 20'12'12' 15 + 71.8 56.7'X 0 I 315 90 180 0 270 14 + 85.2 59.2'X 90 III 45 16.5 35 45 42 34 37 40 21.5 5 11.6 7.5 9.2 6.25 0 9.2 19 1772 SEE LIGHTING PLAN 0 0 315 90 180 180 0 270 15'10'10' 14 + 83.8 52.8'X 0 II 50 16.5 50 47 41 30 19.5 16 5 11.6 7.5 9.2 9.2 9.2 6 30 2511 0 180 20'12'12' 14 + 94.8 58.4'X 0 I 315 90 180 0 270 *FOUNDATION DEPTH IS BASED ON DESIGN LATERAL BEARING PRESSURE OF 800 PSF (RAPIDRIDE I-LINE GEOTECHNICAL ENGINEERING REPORT, PRE-FINAL JULY 2023) **ASSUMES ADDITIONAL 500 FT3 FOR FUTURE EQUIPMENT ON NEW SIGNAL STANDARDS. 1 2 2A 3 4 4A 1A POLE AND MAST ARM PER MANUFACTURER'S PLANS. MANUFACTURER'S PLANS SHALL BE SIGNED AND STAMPED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER. ELECTRICAL CURBSTANDARD FOUNDATION GG i ii 3' - 6" MEASURED FROM SIDEWALK SURFACE TO CENTER OF PEDESTRIAN PUSH BUTTON 7 3 II PPBPPB II, III, SD N/A J-21.15 J-20.16 J-21.10 J-21.10 J-20.15 3 II 7 7 7 LUMINAIRE MAST ARM X Y Z (ft ) MAST ARM LENGTH X Y Z (ft ) FIXED BREAKAWAY PS I J-20.10 J-20.15 J-20.10 J-20.15 J-26.10, J-26.15 J- 2 0 . 1 1 N/A J-20.10 J-20.20 J-21.20 N/A 6 40'45'50' MAX. 4 SECTION 12"17.0' 20.9'22.0' 20.8'16.5' 53' - 180' MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO TOP OF ROADWAY G H I a e j j B10 B11a b d a B2 B3 B6 1 2 OR MIN. 17.5'19.2' 18.0'19.7' 16.5' SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY ALL i 85° E E FF G H I A1 12 ' - 0 " 10 ' - 0 " 8' - 0 " b c a gg B9 h i LIMITS OF VERTICAL CLEARANCE a b b B1 B4 B5 B7 ROADWAY 5 1 2 1 2 2 1 2 2 3 4 TYPE II, III & SD SIGNAL POLE NOTES 5 1 2 3 3 2 3 90° 0° E2 E1 E2 ` 90° 90° E1 180° 270° ` ` 4 FOR HEADS ON NEW MAST ARMS, 3 SECTION HEADS SHALL USE TYPE L MOUNTING, 4 SECTION AND GREATER HEADS SHALL USE TYPE M MOUNTING COUPLING INSTALLED AT OFFSET INDICATED IN PLANS. FIELD INSTALLED. SIGN SIZES SHALL NOT EXCEED THE MAXIMUM VALUES LISTED AT RIGHT. LOCATION SHALL BE APPROVED BY CITY OF RENTON ENGINEER PRIOR TO INSTALLATION. 1' - 0" MIN. TO 2' - 6" MAX. FROM POLE CENTERLINE TO SIGN EDGE. PLACEMENT SHALL BE 3' - 0" MIN. FROM FACE OF CURB OR EDGE OF SHOULDER TO FACE OF POLE. INSTALL IDENTIFICATION TAGS PER COR STD. PLAN 139. a.VEHICLE DISPLAY b.MAST ARM MTD. SIGN c.STREET NAME SIGN d.PRE-EMPT DETECTOR e. POST MTD. SIGN f. LUMINAIRE g. PEDESTRIAN DISPLAY h. TERMINAL CABINET i. APS PUSH BUTTON j. HANDHOLE k. BELL CAMERA l. PTZ CAMERA TYPE PPB PPB POST TYPE PS PED. HEAD POLE TYPE I VEHICLE HEAD POLE DMS OR VMS IS NOT ALLOWED ON THESE POLES. 8' - 0 " 8' - 0 " 10 ' - 0 " g g g g a MEASURE ATTACHMENT POINT ANGLES CLOCKWISE FROM POLE ORIENTATION LINE (E1 ATTACHMENT POINT) TO THE ATTACHMENT POINT LOCATION ATTACHMENT POINT ALL HANDHOLES AT 180^ FROM E1 ANCHOR BOLT PLATE LOCATION STATION POLE ORIENTATION LINE (E1 ATTACHMENT POINT) POLE ORIENTATION ANGLE (P.O.A.) DEGREES CLOCKWISE FROM OFFSET LINE TO POLE ORIENTATION LINE (E1 ATTACHMENT POINT) STANDARD TYPE POLE 27" 27"2 3 f l HORIZONTAL DISTANCE FROM SIGNAL HEAD TO STOP LINE 3 SECTION 12" 16' 14' 12' 10' 8' 6' 52.8 46.2 39.6 33.0 26.4 19.8 POLE ORIENTATION AND ATTACHMENT POINT R O A D W A Y O F F S E T L I N E D D WSDOT STANDARD PLAN REFERENCES POLE AND ALL RELATED HARDWARE / COMPONENTS SHALL BE PAINTED RAL 9005TX "JET BLACK" UNLESS OTHERWISE SPECIFIED BY CITY OF RENTON TRANSPORTATION ENGINEERING. T-4214385 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 LUMINAIRE, MOUNTING, SHROUD AND ARM PER STD PLANS 117.1, 117.3 AND 118. LUMINAIRE ARM LENGTH PER DESIGN PLANS 2 k 06/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-4214101 SD C P B PB C: \ p w _ w o r k d i r \ d e n 0 0 3 \ j e g _ o s u n a p \ d 0 6 0 1 3 8 9 \ 1 T S 1 . 1 0 . d w g | L a y o u t : 1 T S 1 . 0 2 E PL O T T E D : M a r 2 6 , 2 0 2 6 - 1 0 : 4 6 : 0 0 p m B y O s u n a P XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - D R _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - L E G E N D . d w g ; X - A L I G N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE MARCH 2025G. FRANCO 1134237 KC001396 473 MA R K F . WEGE N E RSTATE O F WASHING T O N 41141REGISTER E D P R O FESSIONAL E N G INEER K. CHANG YUEN ISSUE FOR CONSTRUCTION MARCH 2025 RENTON SEGMENT FIELD TERMINATION DIAGRAM S GRADY WAY & SHATTUCK AVE S 1TS1.02E 386 J. DOWDS BENNETT P. OSUNA R. JAHNS PH A S E IT E M NO T E AC+ AC- HE A D ( S ) 11 , 1 2 HE A D ( S ) 21 , 2 2 , 2 3 HE A D ( S ) 31 , 3 2 Φ 1 Φ 2 Φ 3 HE A D ( S ) 41 , 4 2 Φ 4 611 612 613 616 614 621 622 623 624 626 631 632 633 636 634 641 642 643 644 646 721 722 723 724 725 PP B 28 , 2 9 HE A D ( S ) 28 , 2 9 PP B 48 , 4 9 HE A D ( S ) 48 , 4 9 741 742 743 744 745 Φ 2 Φ 4 TRAFFIC CONTROLLER TERMINATIONS SPR SPR SPR SPR SERVICE CABINETCONTROLLER CABINET R O G R Y G 684 683 682 681 81 SIGNAL POLE 1 W B686 R O G R Y G 82 W B SIGNAL POLE 1A 78 1 78 2 78 3 HM 78 4 78 5 SIGNAL POLE 4A R O G R Y G 66 4 66 3 66 2 66 1 61 SIGNAL POLE 4 W B 66 6 R O G R Y G 62 W B R O G R Y G 63 W B O Y B5C3 5C2 5C1 C SIGNAL POLE 2 ROG RYG 22 WB OYB 5B 3 5B 2 5B 1B O Y B 5A 3 5A 2 5A 1 A ROG RYG 21 WB R O G W B R Y G 41 O Y B5D3 5D2 5D1 D R O G W B R Y G 646 644 643 642 641 42 646 644 643 642 641 ROG RYG 62 4 62 3 62 2 62 1 WB 62 6 23 62 4 62 3 62 2 62 1 62 6 62 4 62 3 62 2 62 1 62 6 684 683 682 681 686 66 4 66 3 66 2 66 1 66 6 66 4 66 3 66 2 66 1 66 6 SIGNAL POLE 2A SIGNAL POLE 3 NEW TYPE 8 JB NEW TYPE 8 JB NE W P U L L B O X NE W P U L L B O X 2 - #6 2 - #8 (ILLUM) 1 - 3 C , 3 - 5 C , 1 - V I D E O D E T E C T I O N 2 - 2C, 4 - 5C 2 - 2C, 7 - 5C, 1 - VIDEO DETECTION3 - 5C, 1 - VIDEO DETECTION 2 - 2 C , 4 - 5 C 2 - # 8 ( I L L U M ) 2 - #8 (ILLUM) 2 - 2C, 1 - 3C, 7 - 5C, 1 - VIDEO DETECTION 2 - 2C, 1 - 3C, 7 - 5C, 1 - VIDEO DETECTION 2 - #8 (ILLUM) 2 - 3C, 3 - 5C, 1 - VIDEO DETECTION2 - 2C, 4 - 5C 4 - 2 C , 3 - 3 C , 1 4 - 5 C , 2 - V I D E O D E T E C T I O N 2 - # 8 ( I L L U M ) H M 761 762 763 764 765 APS PPB 69 SP R H M 74 1 74 2 74 3 74 4 74 5 AP S P P B 4 9 SP R AP S P P B 8 8 761 762 763 H M 764 765 SPR APS PPB 68 HM 74 1 74 2 74 3 74 4 74 5 AP S P P B 4 8 721 722 723 H M 724 725 APS PPB 29 H M 721 722 723 724 725 APS PPB 28 78 1 78 2 78 3 H M 78 4 78 5 AP S P P B 8 9 PED HEAD 29 PED HEAD 28 PE D H E A D 8 9 PE D H E A D 4 8 PE D H E A D 4 9 PED HEAD 68 PED HEAD 69 PE D H E A D 8 8 HE A D ( S ) 51 , 5 2 Φ 5 651 652 653 656 654 HE A D ( S ) 61 , 6 2 , 6 3 Φ 6 661 662 663 664 666 HE A D ( S ) 71 , 7 2 Φ 7 671 672 673 676 674 HE A D ( S ) 81 , 8 2 Φ 8 681 682 683 684 686 761 762 763 764 765 PP B 68 , 6 9 HE A D ( S ) 68 , 6 9 PP B 88 , 8 9 HE A D ( S ) 88 , 8 9 781 782 783 784 785 Φ 6 Φ 8 SPR SPR SPR SPR R O G W B 5C R O G W B 5C R O G W B 5C R O G W B 5C 5C5C 4A 4 1 1A 3 2A 2 VIDEO DETECTION SP R SPR SPR SPR SP R SPR SPR SP R SP R SPR SPR SP R SP R R G W 5C 5C O B2C B 2C O R G W 5C 5C O B2C B 2C O R G W 5C 5C O B2C B 2C O R G W 5C 5C O B2C B 2C O B O R G W O B B ORGW O B B O R G W O B BO RGWOB B O R G W O B B ORGW O B BO RGWOB B O R G W O B R O W G B R O 5C5C R O W G B R O 5C5C R O W G B R O 5C5C R O W G B R O 2 - #8 (ILLUM) 8 - 2C, 4 - 3C, 28 - 5C, 4 - VIDEO DETECTION 12 / O L A R O G R Y G 61 6 61 3 61 2 61 1 W B O Y 6A 3 6A 2 GR 61 4 6A 1 71 / OLD R O G R Y G 676 673 672 671 W B OY 6D3 6D2 G R 674 6D1 ROG RYG 67 6 67 3 67 2 67 1 WBO Y 6D 3 6D 2 G R 67 4 6D 1 72 / O L D 11 / O L A R O G R Y G 61 6 61 3 61 2 61 1 W B O Y 6A 3 6A 2 GR 61 4 6A 1 32 / O L B R O G R Y G 63 6 63 3 63 2 63 1 W B O Y 6B 3 6B 2 GR 63 4 6B 1 31 / OLB R O G R Y G 636 633 632 631 W B OY 6B3 6B2 G R 634 6B1 51 / O L C ROG RYG 65 6 65 3 65 2 65 1 WBO Y 6C 3 6C 2 G R 65 4 6C 1 52 / O L C ROG RYG 65 6 65 3 65 2 65 1 WBO Y 6C 3 6C 2 G R 65 4 6C 1 5A1O Y B EV P E A5A2 5A3 Φ1 & Φ 6 3C (SH) 5B1O Y B EV P E B5B2 5B3 Φ2 & Φ 5 3C (SH) 5C1O Y B EV P E C5C2 5C3 Φ4 & Φ 7 3C (SH) 5D1O Y B EV P E D5D2 5D3 Φ3 & Φ 8 3C (SH) OLAOL A 6A1 6A2 6A3 6A4 6A6 OLBOL B 6B1 6B2 6B3 6B4 6B6 OLCOL C 6C1 6C2 6C3 6C4 6C6 OLDOL D 6D1 6D2 6D3 6D4 6D6 5C5C R O W G B R O 5C5C R O W G B R O 5C5C R O W G B R O 5C5C R O W G B R O TERMINATE TOGETHER SIGNAL HEADS 61, 62 & 63 ON TERMINAL BLOCK IN TERMINAL CABINET. TERMINATE TOGETHER SIGNAL HEADS 81 & 82 ON TERMINAL BLOCK IN TERMINAL CABINET. TERMINATE TOGETHER SIGNAL HEADS 21, 22 & 23 ON TERMINAL BLOCK IN TERMINAL CABINET. TERMINATE TOGETHER SIGNAL HEADS 41 & 42 ON TERMINAL BLOCK IN TERMINAL CABINET.T-4214386 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 Φ 1 VIDEO DETECTION Φ 2 VIDEO DETECTION Φ 3 VIDEO DETECTION Φ 4 VIDEO DETECTION Φ 5 VIDEO DETECTION Φ 6 VIDEO DETECTION Φ 7 VIDEO DETECTION Φ 8 V1 V1 V1 1 1 1 1 V2 V1 DCR #15 - CHANGE VIDEO DETECTION SYSTEM1 PO 03-23-26MFW V1 V1 V2 03/31/2026 DEVELOPMENT ENGINEERING msippo 04/09/2026 T-4214102 SD S D S D S D SD SD S D SD S D C EX I S T I N G : 3 2 . 8 4 ' EX I S T I N G : 3 2 . 8 0 ' FIN I S H E D : 3 2 . 1 3 ' C v v v PB PB 25 + 0 0 26 + 0 0 10+0010+00 11+00 CC PB C: \ p w _ w o r k d i r \ d e n 0 0 3 \ j e g _ o s u n a p \ d 0 6 0 1 3 8 9 \ 1 T S 1 . 2 0 . d w g | L a y o u t : 1 T S 1 . 0 3 A PL O T T E D : M a r 2 6 , 2 0 2 6 - 1 0 : 5 0 : 3 3 p m B y O s u n a P XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; X - A L I G N . d w g ; X - L E G E N D . d w g ; X - D R _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE MARCH 2025G. FRANCO 1134237 KC001396 473 MA R K F . WEGE N E RSTATE O F WASHING T O N 41141REGISTER E D P R O FESSIONAL E N G INEER K. CHANG YUEN ISSUE FOR CONSTRUCTION MARCH 2025 10'20' SCALE: 1" = 20' 0' TALBOT RD S (TAL-B-LINE) S G R A D Y W A Y (G R A - L I N E ) RENTON SEGMENT SIGNAL PLAN S GRADY WAY & TALBOT RD S 1TS1.03A 387 J. DOWDS BENNETT P. OSUNA R. JAHNS SIGNAL HEADS PHASES 1 & 6 CHANNEL A B PRE-EMPTION SCHEDULE C 4 & 7 2 & 5 D 3 & 8 PROTECTED VEHICLE MOVEMENT PEDESTRIAN MOVEMENT = PHASES 1 AND 5 MAY NOT RUN SIMULTANEOUSLY DUE TO GEOMETRIC CONSTRAINTS OLA = OVERLAP A, QUEUE JUMP OLB = OVERLAP B, BLANK-OUT SIGN INDICATION (PHASE 9) OLC-PED = OVERLAP C MINUS PED, PED PHASE 8 IS SERVED FIRST IF CALLED, THEN OLC RIGHT TURN IS SERVED NEXT PHASE DIAGRAM APS PUSH BUTTON MESSAGES PHASE AUDIBLE MESSAGE 2 "WAIT", "WAIT TO CROSS TALBOT AT GRADY", "WALK SIGN IS ON TO CROSS TALBOT" 4 "WAIT", "WAIT TO CROSS GRADY AT TALBOT", "WALK SIGN IS ON TO CROSS GRADY" 6 "WAIT", "WAIT TO CROSS TALBOT AT GRADY", "WALK SIGN IS ON TO CROSS TALBOT" 8 "WAIT", "WAIT TO CROSS GRADY AT TALBOT", "WALK SIGN IS ON TO CROSS GRADY" 12" 12"Y R 12"G 12" 12"Y R 12"G 12" 12"Y R 12"G 12" 12"Y R 12"G EXISTING NEW 41, 42, 81, 82 31, 71, 72 29, 48, 69, 88 21, 22, 61, 62 11, 51, 52 28, 49, 68, 89 91 31 81 82 71 72 41 42 91 88 69 51522122 28 89 11 61 62 49 68 9 10 2A 2 8 EV P A EV P B EVP C EVP D 3A 13 3 20 14 4A 4B 16 18 17 24 6 1 22 7 7 9 1A 4 1 S10 S1 SIGNS 29 48 10 10 10 NOTES: 1.FOR GENERAL NOTES AND SYMBOLOGY SEE 1TS1.00. 2.FOR SIGNAL POLE DETAILS SEE 1TS1.03D & COR STD. PLAN 140. 3.FOR CONDUIT RUN AND WIRING INFORMATION SEE 1TS1.03C AND 1TS1.03E. 4.FOR CONSTRUCTION NOTES SEE 1TS1.03B. 5.FOR LIGHTING PLANS AND DETAILS SEE 1L1.01. 6.FOR ITS PLANS AND DETAILS SEE 1I1.00. 7.FOR ELECTRICAL PLANS AND DETAILS SEE 1E1.01. 8.STREET NAME SIGN SIZE / LAYOUT TO FOLLOW COR STANDARDS. SIZES SHOWN ON THIS PLAN ARE ESTIMATED. 9.NEW VEHICLE SIGNAL HEADS 11, 21, 22, 51, 52, 61, 62, 83 AND 91 SHALL BE INSTALLED WITH NEW MOUNTING TYPE "L" ON NEW MAST ARMS PER COR STD. PLAN 140. 10.NEW COUNTDOWN PEDESTRIAN SIGNAL HEADS 28 AND 89 SHALL BE INSTALLED WITH NEW MOUNTING TYPE "D" ON NEW PS POLES PER WSDOT STD. PLAN J-75.10-02. 11.NEW COUNTDOWN PEDESTRIAN SIGNAL HEADS 49 AND 68 SHALL BE INSTALLED WITH NEW MOUNTING TYPE "E" ON NEW SIGNAL POLE PER WSDOT STD. PLAN J-75.10-02. 12.EXISTING COUNTDOWN PEDESTRIAN SIGNAL HEADS 69 AND 88 SHALL BE RELOCATED WITH NEW MOUNTING TYPE "C" ON A NEW PS POLE PER WSDOT STD. PLAN J-75.10-02. 13.LOOP DETECTORS V91 AND V92 SHALL CALL QUEUE JUMP PHASE 9 & PHASE 10. PROGRAM THE CONTROLLER SO THAT BOTH LOOPS MUST BE OCCUPIED AT THE SAME TIME TO CALL QUEUE JUMP PHASE 9 & PHASE 10. RENTON TO COORDINATE WITH METRO FOR FINAL PROGRAMMING. S2 S3 R3-1 (36" W x 36" H) BLANK-OUT S3 12" 12" 12" BUS SIGNAL 28 11 16 16 SPECIAL (20" W x 14" H) REFER TO SHEET 1TS1.00 FOR SIGN LAYOUT DETAILS S2 EXCEPT BUSES 5 10 19 21 2424 1 9 101010 2B WAY S GRADY (RELOCATED)S4 S4 S5 S6 S7 S8 ONLY S6 SPECIAL (24" W x 36" H) REFER TO SHEET 1TS1.00 FOR SIGN LAYOUT DETAILS S5 R3-6(R) (RELOCATED) ONLY S7 R3-5A (RELOCATED) ONLY S8 R3-5 (RELOCATED) 4 8 6 1B 5 12 15 S9 S9 22 26 15 13 10 5 20 5 20 27 16 7 16 21 7 11 83/OLC S1 (108" W x 24" H) Talbot Rd S S10 10 3 2 21 4C 19 20 4D S11 W11-2 (30" x 30") FLUORESCENT YELLOW GREEN W16-7PL (12" x 24") FLUORESCENT YELLOW GREEN S14 W16-7PR (12" x 24") FLUORESCENT YELLOW GREEN S12 S13 W11-2 (30" x 30") FLUORESCENT YELLOW GREEN CROSS TRAFFICMAY NOT STOPUSE CAUTIONWHEN CROSSING W11-501 (12" x 12") FLUORESCENT YELLOW GREEN S15 W11-501 (12" x 12") FLUORESCENT YELLOW GREEN S17 PPB SIGN (8" x 12") WHITE PUSHBUTTON TO TURN ONWARNING LIGHTS S16 PPB SIGN (8" x 12") WHITE S18 S15 S16 S11 S12 S17 S13 S18 S14 23 23 23 R3-5R (30" W x 36" H) S19 S19 6 T-4214387 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 12" 12"Y R 12"G 83/OLC R3-5R / R3-7aP (30" W x 36" H) (MODIFIED) 1 2 5 6 OLA 9 3 7 4 8 OLB S20 ONLY S20 BUS ONLYBUS SIGNAL 25 25 25 25 * OLC-PED 8 * * 25 (108" W x 24" H) COR MAST ARM MOUNTED SNS (RELOCATED) COR MAST ARM MOUNTED SNS V1 V1 V2 V1 1 1 1 1 DCR #15 - CHANGE VIDEO DETECTION SYSTEM1 PO 03-23-26MFW 03/31/2026 DEVELOPMENT ENGINEERING msippo 04/09/2026 T-4214103 SDSD S D SD S D C \ \\ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \\ \ \ C v v v PB PB 24 + 0 0 25 + 0 0 26 + 0 0 10+0010+00 11+00 12+00 13+00 SD \ \ \ \ \ \ \ \ \ \ \ \ \ \ SS \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ C: \ p w _ w o r k d i r \ d e n 0 0 3 \ j e g _ o s u n a p \ d 0 6 0 1 3 8 9 \ 1 T S 1 . 2 0 . d w g | L a y o u t : 1 T S 1 . 0 3 B PL O T T E D : M a r 3 0 , 2 0 2 6 - 0 8 : 0 4 : 2 3 p m B y O s u n a P XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; X - A L I G N . d w g ; X - L E G E N D . d w g ; X - D R _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE MARCH 2025G. FRANCO 1134237 KC001396 473 MA R K F . WEGE N E RSTATE O F WASHING T O N 41141REGISTER E D P R O FESSIONAL E N G INEER K. CHANG YUEN ISSUE FOR CONSTRUCTION MARCH 2025 TALBOT RD S (TAL-B-LINE) S G R A D Y WA Y 20'40' SCALE: 1" = 40' 0' RENTON SEGMENT DETECTION PLAN S GRADY WAY & TALBOT RD S 1TS1.03B 388 J. DOWDS BENNETT P. OSUNA R. JAHNS ADVANCED VIDEO DETECTION PLACEMENT VIDEO ZONE OFFSET FROM STOP BAR V92 35' V73, V74, V43, V44, V93 180' V75, V76, V45, V46, V94 275' V52, V24, V25, V26 180' V53, V27, V28, V29 275' V32, V83, V84 105' V12, V64, V65, V66 180' V67, V68, V69 275' V84 V83 V32 V31 V81 V82 V26 V25 V24 V52 V53V27V28V29 V23 V22 V21 V51 V91 V42 V41 V72 V71 V73 V74 V43 V44 V93 V75 V76 V45 V46 V94 V67 V68 V69 V12 V64 V65 V66 V11 V61 V62 1 CONSTRUCTION NOTES: CONSTRUCT FOUNDATION PER SIGNAL POLE CHART 1TS1.03D AND COR STD. PLANS 139 AND 140. TOP OF FOUNDATION SHALL BE FLUSH WITH GRADE. FURNISH AND INSTALL TYPE III SIGNAL POLE WITH 3' ROUND FOUNDATION WITH 45' MAST ARM. FURNISH AND INSTALL FOUR 3-SECTION SIGNAL HEADS, TWO EMERGENCY PRE-EMPTION DETECTORS, ONE VEHICLE DETECTOR AND MOUNTING BRACKET, AND ONE D3-103 SIGN ON MAST ARM. FURNISH AND INSTALL TERMINAL CABINET ON SIGNAL POLE. REFER TO LIGHTING PLANS FOR LUMINAIRE AND LUMINAIRE BRACKET ARM. FURNISH AND INSTALL TYPE PS SIGNAL POLE PER WSDOT STANDARD PLAN J-20.16 AND DETAIL 1TS1.03D. FURNISH AND INSTALL ONE PEDESTRIAN SIGNAL HEAD AND ONE APS PEDESTRIAN PUSH BUTTON WITH SIGN ON SIGNAL POLE. FURNISH AND INSTALL TYPE PS SIGNAL POLE PER WSDOT STANDARD PLAN J-20.16 AND DETAIL 1TS1.03D. FURNISH AND INSTALL ONE PEDESTRIAN SIGNAL HEAD AND ONE APS PEDESTRIAN PUSH BUTTON WITH SIGN ON SIGNAL POLE. PROTECT EXISTING TYPE II SIGNAL POLE, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE UNLESS OTHERWISE SPECIFIED. RELOCATE EXISTING HEADS 41, 42 AND 72 AND ASSOCIATED LANE USE SIGNS ON MAST ARM TO OFFSETS SHOWN ON 1TS1.03D. FURNISH AND INSTALL ONE 3-SECTION SIGNAL HEAD WITH SPECIAL "BUS ONLY" SIGN AND ONE R3-1 BLANK-OUT SIGN, ONE SPECIAL"(ARROW) BUS ONLY" SIGN, AND ONE VEHICLE DETECTOR AND MOUNTING BRACKET TO EXISTING MAST ARM. MOUNT HEADS AND BLANKOUT SIGN USING "ASTRO-BRAC" OR SIMILAR CABLE MOUNTED BRACKET AND CLAMP. FIELD-DRILL A HOLE IN THE MAST ARM FROM CABLE ROUTING AND COAT EXPOSED STEEL WITH ZINC-RICH PAINT. CONSTRUCT FOUNDATION PER SIGNAL POLE CHART 1TS1.03D AND COR STD. PLANS 139 AND 140. TOP OF FOUNDATION SHALL BE FLUSH WITH GRADE. FURNISH AND INSTALL TYPE III SIGNAL POLE WITH 50' MAST ARM. FURNISH AND INSTALL THREE 3-SECTION SIGNAL HEADS, ONE VEHICLE DETECTOR AND MOUNTING BRACKET, AND ONE D3-103 SIGN ON THE MAST ARM. FURNISH AND INSTALL TWO PEDESTRIAN SIGNAL HEADS, ONE APS PEDESTRIAN PUSH BUTTON WITH SIGN AND TERMINAL CABINET ON SIGNAL POLE. REFER TO LIGHTING PLANS FOR LUMINAIRE AND LUMINAIRE BRACKET ARM. FURNISH AND INSTALL TYPE PPB SIGNAL POST PER WSDOT STANDARD PLAN J-20.10 AND DETAIL 1TS1.03D. FURNISH AND INSTALL ONE APS PEDESTRIAN PUSH BUTTON WITH SIGN ON SIGNAL POLE. ABANDON EX. VEHICLE DETECTION LOOPS ON THE EAST LEG OF THE INTERSECTION PER WSDOT SPECIFICATIONS AND REMOVE ALL ASSOCIATED WIRING UNLESS OTHERWISE NOTED. REMOVE EXISTING CABINET FOUNDATION. REMOVE EXISTING CONTROLLER CABINET AND ALL ASSOCIATED EQUIPMENT. REMOVE WIRING. 1A 1B 2A 3 3A 8 9 810 V92 (G R A - L I N E ) 12 PROGRAM DETECTION SOFTWARE SO THAT DETECTION ZONES V91 AND V92 MUST BOTH RECEIVE A CALL SIMULTANEOUSLY TO ACTIVATE QUEUE JUMP PHASE 9 AND 10. 12 RED LIGHT CAMERA EQUIPMENT AND POLES TO BE INSTALLED BY OTHERS.13 29 20 10 2B FURNISH AND INSTALL TYPE PPB SIGNAL POST PER WSDOT STANDARD PLAN J-20.11 AND DETAIL 1TS1.03D. FURNISH AND INSTALL ONE APS PEDESTRIAN PUSH BUTTON WITH SIGN ON SIGNAL POLE. INSTALL CONDUIT UNDER ROADWAY USING APPROVED DIRECTIONAL BORING METHOD. RED LIGHT CAMERA AND SIGNAL CONDUIT MAY BE CONTAINED IN SAME BORING. 16 14 CONSTRUCT FOUNDATION PER THE "REINFORCED CONCRETE DRILLED SHAFT FOUNDATION" DETAIL IN THE SPECIAL PROVISIONS APPENDIX AND AT THE LOCATION SHOWN IN THE SIGNAL STANDARD DETAIL CHART ON 1TS1.03D. TOP OF FOUNDATION SHALL BE FLUSH WITH GRADE. POLE TO BE INSTALLED BY OTHERS. 14 15 18 13 CONSTRUCT FOUNDATION PER SIGNAL POLE CHART 1TS1.03D AND COR STD. PLANS 139 AND 140. TOP OF FOUNDATION SHALL BE FLUSH WITH GRADE. RESET EQUIPMENT AND INSTALL TYPE III SIGNAL POLE WITH 3' ROUND FOUNDATION. REMOVE EXISTING VEHICLE DETECTOR CAMERA AND MOUNTING EQUIPMENT FROM MAST ARM. RELOCATE EXISTING MAST ARM AND ASSOCIATED EQUIPMENT IN PLACE. RELOCATE EXISTING HEADS 81, 82 & 31 ON MAST ARM TO OFFSETS SHOWN ON 1TS1.03D AND EXISTING PEDESTRIAN HEADS 69 & 88 TO SIGNAL POLE 4A. FURNISH AND INSTALL ONE 3-SECTION SIGNAL HEAD TO EXISTING MAST ARM (83/OLC), AND ONE VEHICLE DETECTOR AND MOUNTING BRACKET ON MAST ARM. MOUNT HEADS USING "ASTRO-BRAC" OR SIMILAR CABLE MOUNTED BRACKET AND CLAMP. FIELD DRILL A HOLE IN THE MAST ARM FROM CABLE ROUTING AND COAT EXPOSED STEEL WITH ZINC-RICH PAINT. FURNISH AND INSTALL ONE PTZ CAMERA AND MOUNTING BRACKET ON SIGNAL POLE. FURNISH AND INSTALL TYPE PS SIGNAL POLE PER WSDOT STANDARD PLAN J-20.16 AND DETAIL 1TS1.03D. FURNISH AND INSTALL ONE APS PEDESTRIAN PUSH BUTTON WITH SIGN ON SIGNAL POLE. RELOCATE PED HEADS 69 & 88 FROM EXISTING SIGNAL POLE 4 TO NEW TYPE PS SIGNAL WITH TYPE C TOP MOUNT. FURNISH AND INSTALL TYPE PPB SIGNAL POST PER WSDOT STANDARD PLAN J-20.11 AND DETAIL 1TS1.03D. FURNISH AND INSTALL ONE APS PEDESTRIAN PUSH BUTTON WITH SIGN ON SIGNAL POLE. 4 4A 4B RELOCATE EXISTING TYPE PS SIGNAL POLE AND ASSOCIATED EQUIPMENT PER WSDOT STANDARD PLAN J-20.16 AND DETAIL 1TS1.03D. REMOVE EXISTING PEDESTRIAN PUSH BUTTONS AND FURNISH AND INSTALL ONE NEW APS PEDESTRIAN PUSH BUTTON WITH SIGN ON SIGNAL POLE. REMOVE ASSOCIATED WIRING AND CONDUIT. REMOVE EXISTING FOUNDATION AND BACKFILL VOID. 2 FURNISH AND INSTALL A NEW TYPE 8 JUNCTION BOX PER WSDOT STD. PLAN J-40.30. PRIOR TO THE REMOVAL OF EXISTING CABINET FOUNDATIONS, CONSTRUCT JOINT CONTROLLER/SERVICE CABINET FOUNDATION PER CITY OF RENTON STANDARD PLANS 126.1 AND 126.2. INSTALL RELOCATED ELECTRIC SERVICE CABINET AND ALL EQUIPMENT. INSTALL NEW SIGNAL CABINET AND CONTROLLER EQUIPMENT AND CONNECT FIELD WIRING. VERIFY FINAL LOCATION WITH THE ENGINEER IN THE FIELD PRIOR TO POURING THE FOUNDATION. INSTALL "NO TRAFFIC" DETECTOR EQUIPMENT IN THE SIGNAL CABINET, INCLUDING AN EXTERNAL ENCLOSURE MOUNTED ON THE BACK OF THE SIGNAL CABINET, AND TERMINATE WIRES PER THE SPECIAL PROVISIONS AND MANUFACTURER'S RECOMMENDATIONS. 6 5 10 17 1817 REMOVE EXISTING SIGNAL POLE AND EQUIPMENT. REMOVE FOUNDATION IN ITS ENTIRETY AND BACKFILL VOID. REMOVE AND SALVAGE ALL SIGNAL EQUIPMENT. REMOVE WIRING. REMOVE AND RELOCATE EXISTING SIGNS AND PEDESTRIAN SIGNAL HEADS TO NEW POLES. RETURN ALL SIGNAL EQUIPMENT IN ITS EXISTING CONDITION TO THE CITY OF RENTON UNLESS OTHERWISE NOTED. 7 4C CONSTRUCT FOUNDATION PER COR STD. PLAN 141. FURNISH AND INSTALL 14' 0" POLE. FURNISH AND INSTALL THREE WARNING SIGNS (ONE W11-2 SIGN, ONE W16-7PR SIGN AND ONE W11-501 SIGN), ONE APS PEDESTRIAN PUSH BUTTON WITH SIGN AND ONE RRFB LIGHT BAR ON SIGNAL POLE. 4D CONSTRUCT FOUNDATION PER COR STD. PLAN 141. FURNISH AND INSTALL 14' 0" POLE. FURNISH AND INSTALL THREE WARNING SIGNS (ONE W11-2 SIGN, ONE W16-7PL SIGN AND ONE W11-501 SIGN), ONE APS PEDESTRIAN PUSH BUTTON WITH SIGN AND ONE RRFB LIGHT BAR ON SIGNAL POLE. REMOVE EXISTING JUNCTION BOXES, CONDUIT ELBOWS AND ALL ASSOCIATED WIRING. BACKFILL VOID. INSTALL CONDUIT UNDER ROADWAY USING APPROVED DIRECTIONAL BORING METHOD. 10 11 REMOVE EXISTING POLE AND EQUIPMENT. RETURN EXISTING EQUIPMENT TO VERRA. 17 REMOVE EXISTING POLE FOUNDATION.18 REMOVE EXISTING JUNCTION BOX.19 FURNISH AND INSTALL A NEW TYPE 1 JUNCTION BOX PER WSDOT STD. PLAN J-40.10. 20 FURNISH AND INSTALL A NEW PULL BOX PER WSDOT STD. PLAN J-90.10-03. 21 REMOVE FOUNDATION IN ITS ENTIRETY AND BACKFILL VOID. REMOVE WIRING. RELOCATE SIGNAL MAST ARM AND ASSOCIATED EQUIPMENT TO SIGNAL POLE 4. 22 EXTEND NEW CONDUIT FROM NEW TYPE 2 JUNCTION BOX TO INTERCEPT EXISTING CONDUIT. CONTRACTOR TO FIELD LOCATE EXISTING CONDUIT. 23 FURNISH AND INSTALL A NEW TYPE 2 JUNCTION BOX PER WSDOT STD. PLAN J-40.10. 24 23 CONSTRUCT FOUNDATION PER THE "REINFORCED CONCRETE DRILLED SHAFT FOUNDATION" DETAIL IN THE SPECIAL PROVISIONS APPENDIX AND AT THE LOCATION SHOWN IN THE SIGNAL STANDARD DETAIL CHART ON 1TS1.03D. TOP OF FOUNDATION SHALL BE FLUSH WITH GRADE. POLE TO BE INSTALLED BY OTHERS. T-4214388 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 2 2B 2A 3 3A 4 15 4A 4B 4C 1 1A 1B V63 25 4D INSTALL THE "NO TRAFFIC" VIDEO DETECTION SYSTEM PER MANUFACTURER'S RECOMMENDATIONS.1 1 V1 DCR #15 - CHANGE VIDEO DETECTION SYSTEM1 PO 03-23-26MFW V1 V2 V1 03/31/2026 DEVELOPMENT ENGINEERING msippo 04/09/2026 Revised Condition of Approval #8: "No Traffic" video detection system is required for all video detection on the project in lieu of Gridsmart Video Detection Cameras. Update project specifications. T-4214104 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ j e g _ o s u n a p \ d 0 6 0 1 3 8 9 \ 1 T S 1 . 2 0 . d w g | L a y o u t : 1 T S 1 . 0 3 C PL O T T E D : M a r 3 0 , 2 0 2 6 - 0 7 : 5 8 : 5 5 p m B y O s u n a P XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; X - A L I G N . d w g ; X - L E G E N D . d w g ; X - D R _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE MARCH 2025G. FRANCO 1134237 KC001396 473 MA R K F . WEGE N E RSTATE O F WASHING T O N 41141REGISTER E D P R O FESSIONAL E N G INEER K. CHANG YUEN ISSUE FOR CONSTRUCTION MARCH 2025 RENTON SEGMENT WIRING SCHEDULE S GRADY WAY & TALBOT RD S 1TS1.03C 389 J. DOWDS BENNETT P. OSUNA R. JAHNS WIRE SCHEDULE NO. CONDUIT SIZE PPB / LOOP PRE-EMPTION VEH HEAD / PED HEAD / BLANKOUT SIGN VIDEO DETECTION CAT5E SERVICE STREET LIGHT PED LIGHT STREET LIGHT GROUND NOTES 2C 3C 5C 3C #14 AWG #6 AWG #6 AWG #6 AWG #8 AWG #6 AWG #8 AWG 1 2"2 1 2 2"2 4 2 2 1 3"1 SPARE 3 4"8 4 19 4 1 1 2"1 SEE ITS PLANS FOR INSTALLATION OF COPPER INTERCONNECT 3"1 SPARE 4 3"2 2 1 1 2"2 1 5 2"1 1 1 6 2"1 1 1 7 3"4 9 2 1 1 2"2 2 1 3"1 SPARE 8 3"2 2 6 1 1 2"4 2 1 2"1 SEE ITS PLANS FOR INSTALLATION OF COPPER INTERCONNECT 3"1 SPARE 9 EX 3"2 4 1 1 EX 2"1 SPARE 10 1"1 1 11 2"1 2 1 12 1"1 1 13 3"1 4 1 1 2"2 1 14 3"2 4 1 1 2"2 1 3"1 SPARE 15 3"2 5 1 1 1 2"2 2 1 3"1 SPARE 16 3"3 1 1 1 2"2 1 17 2"1 2 1 18 1"1 1 19 2"2 1 20 2"2 1 21 2" RED LIGHT CAMERA SYSTEM WIRING TO BE INSTALLED BY OTHERS 22 2" RED LIGHT CAMERA SYSTEM WIRING TO BE INSTALLED BY OTHERS 23 2" RED LIGHT CAMERA SYSTEM WIRING TO BE INSTALLED BY OTHERS 24 2" RED LIGHT CAMERA SYSTEM WIRING TO BE INSTALLED BY OTHERS 25 2" RED LIGHT CAMERA SYSTEM WIRING TO BE INSTALLED BY OTHERS 26 2" RED LIGHT CAMERA SYSTEM WIRING TO BE INSTALLED BY OTHERS 27 2" RED LIGHT CAMERA SYSTEM WIRING TO BE INSTALLED BY OTHERS 28 2" RED LIGHT CAMERA SYSTEM WIRING TO BE INSTALLED BY OTHERS 29 2" RED LIGHT CAMERA SYSTEM WIRING TO BE INSTALLED BY OTHERS # T-4214389 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 DCR #15 - CHANGE VIDEO DETECTION SYSTEM1 PO 03-23-26MFW 1 03/31/2026 DEVELOPMENT ENGINEERING msippo 04/09/2026 T-4214105 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ j e g _ o s u n a p \ d 0 6 0 1 3 8 9 \ 1 T S 1 . 2 0 . d w g | L a y o u t : 1 T S 1 . 0 3 D PL O T T E D : J u n 1 1 , 2 0 2 4 - 1 2 : 2 5 : 4 9 p m B y O s u n a P XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; X - A L I G N . d w g ; X - L E G E N D . d w g ; X - D R _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473 MA R K F . WEGE N E RSTATE O F WASHING T O N 41141REGISTER E D P R O FESSIONAL E N G INEER K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT POLE SCHEDULE S GRADY WAY & TALBOT RD S 1TS1.03D 390 J. DOWDS BENNETT P. OSUNA R. JAHNS SIGNAL POLE CHART FIELD LOCATION TYPE MAST ARM LENGTH (FT) MOUNTING HEIGHT (FT) SIGNAL MAST ARM DATA LUMINAIRE ARM (FT)POLE ATTACHMENT POINT ANGLES (deg)FOUNDATION DEPTHS (FT) *REMARKSOFFSET DISTANCE - Z(FT) (POLE CENTERLINE TO ATTACHMENT POINT)WINDLOAD AREAS - XY (FT)²(X)(Y)(Z) = TOTAL (FT)³ **POLE #STATION OFFSET LT.RT.P.O.A.A1 A2 B1 B2 B3 B4 B5 B6 B7 B8 B15 B9 B12 B10 B13 B11 B14 B1 B2 B3 B4 B5 B6 B7 B8 B15 B9 B12 B10 B13 B11 B14 C D E1 E2 F G1 G2 H I1 I2 L 3' RD.3' SQ.4' RD. 24 + 36.9 52.2'X 0 III 45 16.5 35 45 37 31.5 31.5 26 33.5 17.5 5 9.2 9.2 0 0 9.2 0 9.2 30 1844 SEE LIGHTING PLAN 0 0 180 15' P.O.A MEASURED FROM GRA-LINE. 24 + 66.6 68.7'X 0 PS 90 180 24 + 48.4 51.5'X 0 PS 0 270 25 + 69.8 64.3'X 90 II 46 16.5 45.5 43 37 34.5 40 25.5 26.5 24 31 7 16 10.5 13.5 4 19.9 1.8 9.2 7.5 9.2 7.5 0 0 9.2 7.5 0 0 9.2 9 7.5 10.6 7.5 6 2304 90 270 EXISTING 25 + 87.5 48.6'X 0 PS 90 180 0 25 + 70.5 60.3'X 0 PPB 270 10 + 49.0 64.5'X 90 III 50 16.5 35 50 37.5 27 14.5 44 5 9.2 9.2 9.2 7.5 0 30 1702 SEE LIGHTING PLAN 0 0 180 270 180 15'10'10'P.O.A MEASURED FROM TAL-B-LINE.10 + 60.6 54.4'X 0 PPB 0 24 + 77.1 58.1'X 0 III 50 16.5 35 50 31 19 42 5 8 4 9.2 9.2 9.2 0 0 9.2 7.5 7.5 1596 SEE LIGHTING PLAN, INSTALL BELL CAMERA 0 15'10'10' P.O.A MEASURED FROM GRA-LINE. 24 + 69.6 52.3'X 0 PS 180 90 270 24 + 54.1 43.1'X 0 PPB 0 24 + 53.2 49.4'X 0 RRFB 0 2' SQ BY 3' DEPTH 24 + 34.9 74.7'X 0 RRFB 0 2' SQ BY 3' DEPTH 11 + 57.2 45.6'X SEE "REINFORCED CONCRETE DRILLED SHAFT FOUNDATION" DETAIL IN SPECIAL PROVISIONS APPENDIX. P.O.A MEASURED FROM TAL-B-LINE.10 + 55.5 57.1'X *FOUNDATION DEPTH IS BASED ON DESIGN LATERAL BEARING PRESSURE OF 1,100 PSF (RAPIDRIDE I-LINE GEOTECHNICAL ENGINEERING REPORT, PRE-FINAL JULY 2023) **ASSUMES ADDITIONAL 500 FT3 FOR FUTURE EQUIPMENT ON NEW SIGNAL STANDARDS. *** B13 DESIGNATES A QUEUE JUMP SIGNAL HEAD. MOUNT SPECIAL "BUS ONLY" SIGN BELOW SIGNAL HEAD. **** USE 3' RD. FOR FOUNDATION. 1 1A 2 2A 3 3A 4A 4B POLE AND MAST ARM PER MANUFACTURER'S PLANS. MANUFACTURER'S PLANS SHALL BE SIGNED AND STAMPED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER. ELECTRICAL CURBSTANDARD FOUNDATION GG i ii 3' - 6" MEASURED FROM SIDEWALK SURFACE TO CENTER OF PEDESTRIAN PUSH BUTTON 8 3 II PPBPPB II, III, SD N/A J-21.15 J-20.16 J-21.10 J-21.10 J-20.15 3 II 8 8 8 LUMINAIRE MAST ARM X Y Z (ft ) MAST ARM LENGTH X Y Z (ft ) FIXED BREAKAWAY PS I J-20.10 J-20.15 J-20.10 J-20.15 J-26.10,J-26.15 J- 2 0 . 1 1 N/A J-20.10 J-20.20 J-21.20 N/A 7 G H I a e j j B12 B11 a b d a B2 B3 B6 4 1 2 OR i 85° E E FF G H I A1 12 ' - 0 " 10 ' - 0 " 8' - 0 " b c a gg B13 h i LIMITS OF VERTICAL CLEARANCE a b b B1 B4 B5 B7 ROADWAY 6 1 2 1 2 2 1 2 2 3 5 TYPE II, III & SD SIGNAL POLE k B8 2 3 4 3 2 90° 0° E2 E1 E2 ` 90° 90° E1 180° 270° ` ` a.VEHICLE DISPLAY b.MAST ARM MTD. SIGN c.STREET NAME SIGN d.PRE-EMPT DETECTOR e. POST MTD. SIGN f. LUMINAIRE g. PEDESTRIAN DISPLAY h. TERMINAL CABINET i. APS PUSH BUTTON j. HANDHOLE k. ADVANCE VIDEO DETECTION CAMERA l. PTZ CAMERA TYPE PPB PPB POST TYPE PS PED. HEAD POLE TYPE I VEHICLE HEAD POLE DMS OR VMS IS NOT ALLOWED ON THESE POLES. 8' - 0 " 8' - 0 " 10 ' - 0 " g g g g a MEASURE ATTACHMENT POINT ANGLES CLOCKWISE FROM POLE ORIENTATION LINE (E1 ATTACHMENT POINT) TO THE ATTACHMENT POINT LOCATION ATTACHMENT POINT ALL HANDHOLES AT 180^ FROM E1 ANCHOR BOLT PLATE LOCATION STATION POLE ORIENTATION LINE (E1 ATTACHMENT POINT) POLE ORIENTATION ANGLE (P.O.A.) DEGREES CLOCKWISE FROM OFFSET LINE TO POLE ORIENTATION LINE (E1 ATTACHMENT POINT) STANDARD TYPE POLE 27" 27"2 3 f l 16' 14' 12' 10' 8' 6' 52.8 46.2 39.6 33.0 26.4 19.8 POLE ORIENTATION AND ATTACHMENT POINT R O A D W A Y O F F S E T L I N E D D WSDOT STANDARD PLAN REFERENCES 2B 14 15 **** a B10 1 b B9 2 B14 b 2 *** 4 1B 40'45'50' MAX. 4 SECTION 12"17.0' 20.9'22.0' 20.8'16.5' 53' - 180' MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO TOP OF ROADWAY MIN. 17.5'19.2' 18.0'19.7' 16.5' SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY ALL NOTES 6 1 2 3 4 5 FOR HEADS ON NEW MAST ARMS, 3 SECTION HEADS SHALL USE TYPE L MOUNTING, 4 SECTION AND GREATER HEADS SHALL USE TYPE M MOUNTING COUPLING INSTALLED AT OFFSET INDICATED IN PLANS. FIELD INSTALLED. SIGN SIZES SHALL NOT EXCEED THE MAXIMUM VALUES LISTED AT RIGHT. LOCATION SHALL BE APPROVED BY CITY OF RENTON ENGINEER PRIOR TO INSTALLATION. ADVANCE VIDEO DETECTION CAMERA LOCATED BETWEEN THROUGH AND LEFT TURN LANE, OR CENTERED ON APPROACH IF LEFT TURN LANE DOES NOT EXIST. 1' - 0" MIN. TO 2' - 6" MAX. FROM POLE CENTERLINE TO SIGN EDGE. PLACEMENT SHALL BE 3' - 0" MIN. FROM FACE OF CURB OR EDGE OF SHOULDER TO FACE OF POLE. INSTALL IDENTIFICATION TAGS PER COR STD. PLAN 139. HORIZONTAL DISTANCE FROM SIGNAL HEAD TO STOP LINE 3 SECTION 12" POLE AND ALL RELATED HARDWARE / COMPONENTS SHALL BE PAINTED RAL 9005TX "JET BLACK" UNLESS OTHERWISE SPECIFIED BY CITY OF RENTON TRANSPORTATION ENGINEERING. 4C 4D T-4214390 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 LUMINAIRE, MOUNTING, SHROUD AND ARM PER STD PLANS 117.1, 117.3 AND 118. LUMINAIRE ARM LENGTH PER DESIGN PLANS m. BELL CAMERA ON MAST ARM mB15 n. BELL CAMERA ON LUMINAIRE ARM n 3 3 L L 06/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-4214106 v v v PB PB 25 + 0 0 26 + 0 0 10+0010+00 11+00 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ j e g _ o s u n a p \ d 0 6 0 1 3 8 9 \ 1 T S 1 . 2 0 . d w g | L a y o u t : 1 T S 1 . 0 3 E PL O T T E D : M a r 2 6 , 2 0 2 6 - 1 0 : 5 9 : 1 2 p m B y O s u n a P XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; X - A L I G N . d w g ; X - L E G E N D . d w g ; X - D R _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE MARCH 2025G. FRANCO 1134237 KC001396 473 MA R K F . WEGE N E RSTATE O F WASHING T O N 41141REGISTER E D P R O FESSIONAL E N G INEER K. CHANG YUEN ISSUE FOR CONSTRUCTION MARCH 2025 RENTON SEGMENT FIELD TERMINATION DIAGRAM S GRADY WAY & TALBOT RD S 1TS1.03E 391 J. DOWDS BENNETT P. OSUNA R. JAHNS R O G W B 67 6 67 4 67 3 67 2 67 1 71 EXISTING SIGNAL POLE 2 R O G R Y G 41 W B O Y B 5C 3 5C 2 5C 1 C OYB 5D 3 5D 2 5D 1D R Y G 64 4 64 3 64 2 64 1 64 6 R O G W B R O G R Y G 42 W B 64 4 64 3 64 2 64 1 64 6 R O G W B 69 5 69 4 69 3 69 2 69 1 67 6 67 4 67 3 67 2 67 1 72 H M 72 1 72 2 72 3 SP R PE D H E A D 2 9 72 4 72 5 O B AP S P P B 2 9 741 742 743 H M SPR PED HEAD 48 RELOCATED SIGNAL POLE 2A 91 R O G R Y G R O G W B616 R Y 614 613 612 611 664 663 662 661 11 61 SIGNAL POLE 3 W B666 R O G R Y G W B G H M 741 742 743 SPR PED HEAD 49 744 745 APS PPB 49 76 1 76 2 76 3 HM 76 4 76 5 SP R PE D H E A D 6 8 AP S P P B 6 8 SIGNAL POLE 3A 664 663 662 661 62 666 ROG RYG ROGWB 63 6 RY 63 4 63 3 63 2 63 1 68 4 68 3 68 2 68 1 31 81 RELOCATED SIGNAL POLE 4 WB 68 6 ROG RYG WB G 68 4 68 3 68 2 68 1 82 68 6 784 785 O B HM 76 1 76 2 76 3 PE D H E A D 6 9 H M 781 782 783 PED HEAD 88 76 4 76 5 OB AP S P P B 6 9 APS PPB 88 SIGNAL POLE 4A SIGNAL POLE 4B NEW TYPE 8 JB NE W P U L L B O X NE W T Y P E 8 J B NEW PULL BOX SERVICE CABINET R O G W B656 654 653 652 651 51 R O G W B656 654 653 652 651 52 O Y B5B3 5B2 5B1 B O Y B5A3 5A2 5A1 A R O G R Y G 624 623 622 621 W B626 21 R O G R Y G 624 623 622 621 W B626 22 781 782 783 H M 784 785 PED HEAD 89 APS PPB 8972 1 72 2 72 3 H M 72 4 72 5 SP R PE D H E A D 2 8 AP S P P B 2 8 SIGNAL POLE 1 SIGNAL POLE 1A 2 - 3C, 4 - 5C, 1 - VIDEO DETECTION 1 - 2 C 1 - 2C, 4 - 5C, 1 - VIDEO DETECTION 2 - #8 (ILLUM) 1 - 2C 2 - 2 C , 4 - 5 C , 1 - V I D E O D E T E C T I O N 2 - # 8 ( I L L U M ) 2 - #8 (ILLUM) 3 - 5C, 1 - CAT5E, 1 - VIDEO DETECTION 2 - #6, 2 - #8 (ILLUM) 2 - 2C, 5 - 5C, 1 - CAT5E, 1 - VIDEO DETECTION 2 - #6, 2 - #8 (ILLUM) 4 - 2C, 9 - 5C, 1 - CAT5E, 2 - VIDEO DETECTION 2 - # 8 ( I L L U M ) 2 - 3 C , 2 - 5 C , 1 - V I D E O D E T E C T I O N 2 - 2 C , 2 - 3 C , 6 - 5 C , 1 - V I D E O D E T E C T I O N 2 - # 6 8 - #6, 2 - #8 (ILLUM) PH A S E IT E M NO T E AC+ AC- EV P E A Φ1 & Φ 6 5A1 5A2 5A3 EV P E B Φ2 & Φ 5 5B1 5B2 5B3 HE A D ( S ) 11Φ 1 Φ 2 Φ 3 Φ 4 611 612 613 614 616 621 622 623 624 626 631 632 633 634 636 641 642 643 644 646 721 722 723 724 725 PP B 28 , 2 9 Φ 2 TRAFFIC CONTROLLER TERMINATIONS SPR SPR EV P E C Φ4 & Φ 7 5C1 5C2 5C3 EV P E D Φ3 & Φ 8 5D1 5D2 5D3 HE A D ( S ) 51 , 5 2 Φ 5 651 652 653 654 656 HE A D ( S ) 61 , 6 2 Φ 6 661 662 663 664 666 Φ 7 671 672 673 674 676 Φ 8 681 682 683 684 686 HE A D ( S ) 91Φ 9 691 692 693 694 696 Φ 4SPR SPR 741 742 743 744 745 PP B 48 , 4 9 Φ 6SPR SPR 761 762 763 764 765 PP B 68 , 6 9 Φ 8SPR SPR 781 782 783 784 785 PP B 88 , 8 9 S3 NOTE: 1.RED LIGHT CAMERA WIRING TO BE INSTALLED BY OTHERS. O Y B 3C(SH) O Y B 3C(SH) O Y B 3C(SH) O Y B 3C(SH) R O G W B 5C R O G W B 5C HE A D ( S ) 31 HE A D ( S ) 41 , 4 2 R O G W B 5C R O G W B 5C HE A D ( S ) 71 , 7 2 HE A D ( S ) 81 , 8 2 R O G W B 5C HE A D ( S ) 28 ,2 9 HE A D ( S ) 48 ,4 9 HE A D ( S ) 68 ,6 9 HE A D ( S ) 88 ,8 9 744 745 APS PPB 48 SIGNAL POLE 2B NE W T Y P E 8 J B 1 - 2 C 1 1A 2 2B 2A 3 3A 4 4B HE A D ( S ) 21 , 2 2 R O G W B 5C R O G W B 5C R O G W B 5C R O G W B 5C R3 - 1 BL A N K - O U T Φ 8 Φ 7 Φ 6 Φ 5 Φ 4 Φ 3 Φ 2 VIDEO DETECTION Φ 1 SPR SP R SPR SP R SP R SP R SPR SPR SPR SPR SP R Φ 9 1 - 2C, 2 - 5CR G W 5C 5C O B2C B 2C O R G W 5C 5C O B2C B 2C O R G W 5C 5C O B2C B 2C O R G W 5C 5C O B2C B 2C O B ORGW O B B O R G W O B B ORGW B O R G W O B B O R G W O B BO RGW OB BO RGW B O R G W R Y G R Y G R Y G CONTROLLER CABINET 8 - 2C, 4 - 3C, 19 - 5C, 1 - CAT5E, 4 - VIDEO DETECTION SIGNAL POLE 1B 1 - 2C, 1 - 5C 1 - 2C, 1 - 5C 1B 4A ROGWB 68 4 68 3 68 2 68 1 83 / O L C 68 6 ,8 3 / O L C 4C 4D SIGNAL POLE 4C RRFB 78 4 78 5 O B 2 - #6 AP S P P B 8 7 784 785 O B APS PPB 86 SIGNAL POLE 4D RRFB 2 - #6 TERMINATE TOGETHER SIGNAL HEADS 41 & 42 AND 71 & 72 ON TERMINAL BLOCK IN TERMINAL CABINET. TERMINATE TOGETHER SIGNAL HEADS 21 & 22 AND 51 & 52 ON TERMINAL BLOCK IN TERMINAL CABINET. TERMINATE TOGETHER SIGNAL HEADS 61 & 62 ON TERMINAL BLOCK IN TERMINAL CABINET. TERMINATE TOGETHER SIGNAL HEADS 81 & 82 ON TERMINAL BLOCK IN TERMINAL CABINET. 6 - # 6 T-4214391 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 1 - 2 C , 2 - 5 C RYG 5C 5C R O W G B R O PTZ CAMERACAT5E VIDEO DETECTION VIDEO DETECTION VIDEO DETECTION VIDEO DETECTION VIDEO DETECTION VIDEO DETECTION VIDEO DETECTION VIDEO DETECTION V1 1 1 V1 1 V1 1 V2 V1 DCR #15 - CHANGE VIDEO DETECTION SYSTEM1 PO 03-23-26MFW V1 V2 V1 03/31/2026 DEVELOPMENT ENGINEERING msippo 04/09/2026 T-4214107 CC 22 + 0 0 23 + 0 0 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ j e g _ o s u n a p \ d 0 6 0 1 3 8 9 \ 1 T S 1 . 2 0 . d w g | L a y o u t : 1 T S 1 . 0 4 A PL O T T E D : J u n 1 1 , 2 0 2 4 - 1 2 : 2 8 : 0 3 p m B y O s u n a P XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; X - A L I G N . d w g ; X - L E G E N D . d w g ; X - D R _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473 MA R K F . WEGE N E RSTATE O F WASHING T O N 41141REGISTER E D P R O FESSIONAL E N G INEER K. CHANG YUEN AD-READY SUBMITTAL TA L B O T R D S I-405 S B OFF-RA M P (T A L - B - L I N E ) S RENTON VILLAGE PL PHASES 2 & 5 CHANNEL A B PRE-EMPTION SCHEDULE C 4 & 7 6 D 3 & 8 RENTON SEGMENT SIGNAL PLAN TALBOT RD S & I-405 SB OFF RAMP 1TS1.04A 392 J. DOWDS BENNETT P. OSUNA R. JAHNS 10'20' SCALE: 1" = 20' 0' 5 3 4 1 7 SIGNAL HEADS PROTECTED VEHICLE MOVEMENT PEDESTRIAN MOVEMENT QJ = QUEUE JUMP LEADING PEDESTRIAN INTERVAL (LPI) OLA = OVERLAP A MOVEMENT, EASTBOUND RIGHT OLB = OVERLAP B MOVEMENT, BUS QUEUE JUMP FLASHING PHASE DIAGRAM 12" 12"Y R 12"G 12" 12"Y R 12"G EXISTING NEW 21, 22, 61, 62, 63, 81, 82 31, 32, 33, 71 69, 88 8* 51 21 22EV P A 28 89 82 71 41 EVP B 88 69 81 EVP D 32 31 68 11 63 62 61 EV P C 42 29 33 NEW 12" 12" 12" 12" 12"Y R 12"G 41, 42 Y R Y G 12" 51 OLA 2*6* 2 2A 3 44A 6 S2 5 6 1A 3 9 5 1 4 2 9 7 TYP. 1 8 13 NOTES: 1.FOR GENERAL NOTES AND SYMBOLOGY SEE 1TS1.00. 2.FOR SIGNAL POLE DETAILS SEE 1TS1.04D. 3.FOR CONDUIT RUN AND WIRING INFORMATION SEE 1TS1.04C AND 1TS1.04E. 4.FOR CONSTRUCTION NOTES SEE 1TS1.04B. 5.FOR LIGHTING PLANS AND DETAILS SEE 1L1.01. 6.FOR ITS PLANS AND DETAILS SEE 1I1.00. 7.FOR ELECTRICAL PLANS AND DETAILS SEE 1E1.01. 8.NEW COUNTDOWN PEDESTRIAN SIGNAL HEADS 69 AND 88 SHALL BE INSTALLED WITH NEW MOUNTING TYPE "D" ON NEW POLES PER WSDOT STD. PLAN J-75.10. 9.NEW SIGNAL VEHICLE HEAD 11 SHALL BE INSTALLED WITH NEW MOUNTING TYPE "M" ON EXISTING MAST ARM PER WSDOT STD. PLAN J-75.20-01. 10.THIS IS A WSDOT INTERSECTION, COR STANDARDS DO NOT APPLY. SIGNS 11 12" 12" 12" BUSSIGNAL 28, 29, 68, 89 D3-103 (108" W x 16" H)S2 S1 * APS PUSH BUTTON MESSAGES PHASE AUDIBLE MESSAGE 2 "WAIT" "WAIT TO CROSS TALBOT AT I-405 OFF RAMP" 6 "WAIT" "WAIT TO CROSS TALBOT AT I-405 OFF RAMP" 8 "WAIT" "WAIT TO CROSS I-405 OFF RAMP AT TALBOT" 8 "WAIT" "WAIT TO CROSS S RENTON VILLAGE AT TALBOT" 9 "WAIT" "WAIT TO CROSS TALBOT AT I-405 OFF RAMP" 12 11 10 9 8 S1 7 14 13 2B 2C 20 19 21 22 23 26 SPECIAL (20" W x 14" H) REFER TO SHEET 1TS1.00 FOR SIGN LAYOUT DETAILS 18 18 18 18 25 s Renton Village Pl T-4214392 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 OLB QJ BUSSIGNAL 06/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-4214108 CC 21 + 0 0 22 + 0 0 23 + 0 0 SD SD 26 + 0 0 25 + 0 0 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ j e g _ o s u n a p \ d 0 6 0 1 3 8 9 \ 1 T S 1 . 2 0 . d w g | L a y o u t : 1 T S 1 . 0 4 B PL O T T E D : J u n 1 1 , 2 0 2 4 - 1 2 : 3 4 : 2 2 p m B y O s u n a P XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; X - A L I G N . d w g ; X - L E G E N D . d w g ; X - D R _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473 MA R K F . WEGE N E RSTATE O F WASHING T O N 41141REGISTER E D P R O FESSIONAL E N G INEER K. CHANG YUEN AD-READY SUBMITTAL I-405 S B OFF- R A M P S RENTON VILLAGE PL 20'40' SCALE: 1" = 40' 0' TA L B O T R D S (T A L - B - L I N E ) RENTON SEGMENT DETECTION PLAN TALBOT RD S & I-405 SB OFF RAMP 1TS1.04B 393 J. DOWDS BENNETT P. OSUNA R. JAHNS 611621631111 112 633 623 613 612622632 614 15 18 19 10 10 11 DETECTION PLACEMENT LOOP NUMBERS OFFSET FROM STOP BAR 112 35' 614 110' 624, 634 220' 625, 635, 113 330' 17 16 624634 625635113 1 CONSTRUCTION NOTES: FURNISH AND INSTALL TYPE PS SIGNAL POLE PER WSDOT STANDARD PLAN J-20.16 AND DETAIL 1TS1.04D. FURNISH AND INSTALL ONE PEDESTRIAN SIGNAL HEAD AND ONE APS PEDESTRIAN PUSH BUTTON WITH SIGN ON SIGNAL POLE. FURNISH AND INSTALL TYPE PS SIGNAL POLE PER WSDOT STANDARD PLAN J-20.16 AND DETAIL 1TS1.04D. FURNISH AND INSTALL ONE PEDESTRIAN SIGNAL HEAD AND ONE APS PEDESTRIAN PUSH BUTTON WITH SIGN ON SIGNAL POLE. PROTECT EXISTING TYPE III SIGNAL POLE, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. REFER TO LIGHTING PLANS FOR LUMINAIRE AND LUMINAIRE BRACKET ARM DIRECTION. PROTECT EXISTING TYPE PS SIGNAL POLE, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE UNLESS OTHERWISE SPECIFIED. REMOVE EXISTING PEDESTRIAN PUSH BUTTONS FROM EXISTING TYPE PS SIGNAL STANDARD. FURNISH AND INSTALL TYPE PPB SIGNAL POST PER WSDOT STANDARD PLAN J-20.15 AND DETAIL 1TS1.04D. FOUNDATION SHALL BE INSTALLED NEXT TO RAMP AND FLUSH WITH GRADE. FURNISH AND INSTALL ONE APS PEDESTRIAN PUSH BUTTON WITH SIGN ON SIGNAL POLE. FURNISH AND INSTALL TYPE PPB SIGNAL POST PER WSDOT STANDARD PLAN J-20.15 AND DETAIL 1TS1.04D. FOUNDATION SHALL BE INSTALLED NEXT TO RAMP AND FLUSH WITH GRADE. FURNISH AND INSTALL ONE APS PEDESTRIAN PUSH BUTTON WITH SIGN ON SIGNAL POLE. PROTECT EXISTING TYPE I SIGNAL POLE, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE UNLESS OTHERWISE SPECIFIED. REMOVE EXISTING PEDESTRIAN PUSH BUTTON FROM EXISTING TYPE I SIGNAL STANDARD. FURNISH AND INSTALL APS PEDESTRIAN PUSH BUTTON WITH SIGN ON SIGNAL POLE. INSTALL PUSH BUTTON EXTENDER IF DISTANCE EXCEEDS 9 INCHES BETWEEN POLE AND BACK OF CURB. PROTECT EXISTING TYPE III SIGNAL POLE, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE UNLESS OTHERWISE SPECIFIED. REMOVE EXISTING STREET NAME SIGN. FURNISH AND INSTALL ONE THREE SECTION SIGNAL HEAD WITH ONE SPECIAL SIGN AND ONE D3-103 SIGN ON THE EXISTING MAST ARM. MOUNT SIGNAL HEAD USING "ASTRO-BRAC" OR SIMILAR CABLE MOUNTED BRACKET AND CLAMP. FIELD-DRILL A HOLE IN THE MAST ARM FOR CABLE ROUTING AND COAT EXPOSED STEEL WITH ZINC-RICH PAINT. REFER TO LIGHTING PLANS FOR LUMINAIRE AND LUMINAIRE BRACKET ARM DIRECTION. PROTECT EXISTING TYPE PS SIGNAL POLE, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE UNLESS OTHERWISE SPECIFIED. REMOVE EXISTING PEDESTRIAN PUSH BUTTON FROM EXISTING TYPE PS SIGNAL STANDARD. FURNISH AND INSTALL APS PEDESTRIAN PUSH BUTTON WITH SIGN ON SIGNAL POLE. INSTALL PUSH BUTTON EXTENDER IF DISTANCE EXCEEDS 9 INCHES BETWEEN POLE AND BACK OF CURB. PROTECT EXISTING CONTROLLER CABINET, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE UNLESS OTHERWISE SPECIFIED. PROTECT EXISTING SERVICE CABINET, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE UNLESS OTHERWISE SPECIFIED. ABANDON EX. VEHICLE DETECTION LOOPS ON THE NORTH LEG OF THE INTERSECTION PER WSDOT SPECIFICATIONS AND REMOVE ALL ASSOCIATED WIRING UNLESS OTHERWISE NOTED. VEHICLE DETECTION MUST BE IN OPERATION AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL INSTALL A TEMPORARY VIDEO DETECTION SYSTEM BEFORE DISABLING EXISTING IN-PAVEMENT DETECTION. THE CONTRACTOR SHALL SUBMIT THE DESIGN OF THE TEMPORARY VIDEO DETECTION SYSTEM FOR THE ENGINEER'S APPROVAL BEFORE INSTALLING IT. REMOVE EXISTING JUNCTION BOXES, CONDUIT ELBOWS AND ALL ASSOCIATED WIRING. BACKFILL VOID. REMOVE EXISTING SIGNAL POLE AND EQUIPMENT. REMOVE FOUNDATION IN ITS ENTIRETY AND BACKFILL VOID. REMOVE AND SALVAGE ALL SIGNAL EQUIPMENT. RETURN ALL SALVAGED SIGNAL EQUIPMENT IN ITS EXISTING CONDITION TO WSDOT UNLESS OTHERWISE NOTED. FURNISH AND INSTALL A NEW TYPE 1 JUNCTION BOX PER WSDOT STD. PLAN J-40.10. INTERCEPT EXISTING CONDUIT AND EXTEND TO NEW JUNCTION BOX. PROTECT EXISTING LOOPS IN PLACE. FURNISH AND INSTALL A NEW TYPE 2 JUNCTION BOX PER WSDOT STD. PLAN J-40.10. REMOVE WIRES AND ABANDON EXISTING UNDERGROUND CONDUIT. PROGRAM DETECTION SOFTWARE SO THAT LOOPS 911 AND 912 MUST CALL THE CONTROLLER SIMULTANEOUSLY TO ACTIVATE QUEUE JUMP PHASE 9. FURNISH AND INSTALL IN-PAVEMENT LOOP DETECTOR PER WSDOT STD. PLAN J-50.11. INSTALL TYPE 3 INDUCTION LOOP VEHICLE DETECTORS IN CENTER OF THE LANES IN ACCORDANCE WITH WSDOT STANDARD PLAN J-50.12. INSTALL LOOP SPLICE IN JUNCTION BOX IN ACCORDANCE WITH WSDOT STANDARD PLAN J-50-05. EXISTING JUNCTION BOX TO REMAIN. PROTECT IN PLACE DURING CONSTRUCTION. LOOPS THAT ARE ENCLOSED IN A DASHED RECTANGLE SHALL BE SPLICED TOGETHER IN SERIES IN THE NEAREST JUNCTION BOX. 1A 2 2A 3 4 4A 5 6 7 7 8 9 10 11 12 13 8 11 8 14 15 14 15 7TYP. 7 7TYP. 8 TYP. 2B 2C 12 16 16 TYP. 17 17 TYP. 10 12 12 12 12 12 23 24 27 27 23 15 13 11 18 18 18 18 T-4214393 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 1 1A 22A2B 2C 3 4 4A 06/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-4214109 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ j e g _ o s u n a p \ d 0 6 0 1 3 8 9 \ 1 T S 1 . 2 0 . d w g | L a y o u t : 1 T S 1 . 0 4 C PL O T T E D : J u n 1 1 , 2 0 2 4 - 1 2 : 3 4 : 2 5 p m B y O s u n a P XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; X - A L I G N . d w g ; X - L E G E N D . d w g ; X - D R _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473 MA R K F . WEGE N E RSTATE O F WASHING T O N 41141REGISTER E D P R O FESSIONAL E N G INEER K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT WIRING SCHEDULE TALBOT RD S & I-405 SB OFF RAMP 1TS1.04C 394 J. DOWDS BENNETT P. OSUNA R. JAHNS WIRE SCHEDULE NO. CONDUIT SIZE PPB / LOOP PRE-EMPTION PED APS VEH HEAD / PED HEAD VEH HEAD SERVICE STREET LIGHT GROUND NOTES 2C 3C 4C 5C 7C #6 AWG #8 AWG #6 AWG #8 AWG 1 EX 3"3, EX 12 EX 1 EX 1 EX 3"EX 15 EX 4 EX 1 EX 3"16 EX 1 EX 2"EX 1 SPARE EX 2"EX 2 EX 1 2 2.5"11 1 1 3 1.5"1 1 1 4 2"1 1 1 5 EX 3"4 1, EX 12 EX 1 EX 1 EX 2"EX 15 EX 4 EX 1 EX 2"EX 2 EX 1 6 EX 2"EX 2 1, EX 3 EX 1 EX 2"EX 2 EX 1 7 EX 2"1 EX 1 EX 1 8 EX 3"3 EX 2 EX 8 EX 1 EX 1 EX 2"EX 13 EX 1 EX 2"EX 2 EX 1 9 EX 2"1 EX 3 EX 1 10 EX 3"EX 5 EX 1 EX 1 EX 2"2, EX 6 EX 2 EX 1 EX 2"EX 2 EX 1 11 1"1 1 1 12 1"1 1 1 13 EX 2"2 EX 1 EX 1 14 EX 3"EX 2 EX 5 EX 1 EX 2"EX 2 EX 1 15 2"3 1 16 2"4 1 17 EX 2"4 EX 1 18 2"4 1 19 2"5 1 20 EX 3"EX 2 EX 2 EX 1 21 EX 2"EX 2 EX 1 22 EX 2"EX 7 EX 1 23 EX 2"EX 4 EX 1 24 EX 2"EX 3 EX 1 25 EX 2"EX 3 EX 1 26 EX 2"EX 3 EX 1 27 EX 2"EX 3 EX 1 # EXISTING WIRING SHALL REMAIN IN PLACE UNLESS OTHERWISE NOTED ON PLANS. T-4214394 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-4214110 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ j e g _ o s u n a p \ d 0 6 0 1 3 8 9 \ 1 T S 1 . 2 0 . d w g | L a y o u t : 1 T S 1 . 0 4 D PL O T T E D : J u n 1 1 , 2 0 2 4 - 1 2 : 3 4 : 2 9 p m B y O s u n a P XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; X - A L I G N . d w g ; X - L E G E N D . d w g ; X - D R _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473 MA R K F . WEGE N E RSTATE O F WASHING T O N 41141REGISTER E D P R O FESSIONAL E N G INEER K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT POLE SCHEDULE TALBOT RD S & I-405 SB OFF RAMP 1TS1.04D 395 J. DOWDS BENNETT P. OSUNA R. JAHNS SIGNAL POLE CHART FIELD LOCATION TYPE MAST ARM LENGTH (FT) MOUNTING HEIGHT (FT) SIGNAL MAST ARM DATA LUMINAIRE ARM (FT)POLE ATTACHMENT POINT ANGLES (deg)FOUNDATION DEPTHS (FT) *REMARKSOFFSET DISTANCE - Z(FT) (POLE CENTERLINE TO ATTACHMENT POINT)WINDLOAD AREAS - XY (FT)²(X)(Y)(Z) = TOTAL (FT)³ **POLE #STATION OFFSET LT.RT.P.O.A.A1 A2 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 C D E1 E2 F G1 G2 H I1 I2 3' RD.3' SQ.4' RD. 22 + 01.2 52.9'X 0 PS 90 P.O.A MEASURED FROM TAL-B-LINE. 22 + 39.1 69.1'X 0 PS 0 21 + 96.9 34.4'X 0 PPB 270 22 + 05.5 43.4'X 0 PPB 0 22 + 71.9 42.3'X 0 I 180 0 23 + 05.9 57.6'X 0 SD 50 19 40 50 45.5 38 26 23 15 6 9.2 7.5 9.2 0 9.2 10.2 12 1627 SEE LIGHTING PLAN 0 0 180 EXISTING 19 54 43.5 39 30 48 25.5 10 9.2 7.5 9.2 7.5 0 9.2 9.3 1734 22 + 97.7 61.9'X 0 I 0 EXISTING *FOUNDATION DEPTH IS BASED ON DESIGN LATERAL BEARING PRESSURE OF 2,500 PSF, (RAPIDRIDE I-LINE GEOTECHNICAL ENGINEERING REPORT, PRE-FINAL JULY 2023) **ASSUMES ADDITIONAL 500 FT3 FOR FUTURE EQUIPMENT ON NEW SIGNAL STANDARDS. 1 1A 2B POLE AND MAST ARM PER MANUFACTURER'S PLANS. MANUFACTURER'S PLANS SHALL BE SIGNED AND STAMPED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER. ELECTRICAL CURBSTANDARD FOUNDATION GG i ii 3' - 6" MEASURED FROM SIDEWALK SURFACE TO CENTER OF PEDESTRIAN PUSH BUTTON STD. NO. 02 SR97, MP 069.09 MANUFACTURER APPROVED DWG. AB 12345 FAB. 6/14/2002 9 3 II PPBPPB II, III, SD N/A J-21.15 J-20.16 J-21.10 J-21.10 J-20.15 3 II 9 9 9 LUMINAIRE MAST ARM X Y Z (ft ) MAST ARM LENGTH X Y Z (ft ) FIXED BREAKAWAY PS I J-20.10 J-20.15 J-20.10 J-20.15 J-26.10, J-26.15 J- 2 0 . 1 1 N/A J-20.10 J-20.20 J-21.20 N/A 8 40'45'50' MAX. 4 SECTION 12"17.0' 20.9'22.0' 20.8'16.5' 53' - 180' MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO ROADWAY G H I a e j j B10 B11a b d a B2 B3 B6 4 1 2 OR MIN. 17.5'19.2' 18.0'19.7' 16.5' SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY ALL i 85° E E FF G H I A1 12 ' - 0 " 10 ' - 0 " 8' - 0 " b c a gg B9 h i LIMITS OF VERTICAL CLEARANCE a b b B1 B4 B5 B7 ROADWAY 7 1 2 1 2 2 1 2 2 3 5 TYPE II, III & SD SIGNAL POLE NOTES 6 7 1 2 k B8 2 3 4 3 2 3 4 90° 0° E2 E1 E2 ` 90° 90° E1 180° 270° ` ` 5 FOR HEADS ON NEW MAST ARMS, 3 SECTION, 4 SECTION AND GREATER SIGNAL HEADS SHALL USE TYPE M MOUNTING COUPLING INSTALLED AT OFFSET INDICATED IN PLANS. FIELD INSTALLED. SIGN SIZES SHALL NOT EXCEED THE MAXIMUM VALUES LISTED AT RIGHT. LOCATION SHALL BE APPROVED BY WSDOT ENGINEER PRIOR TO INSTALLATION. VIDEO DETECTION CAMERA LOCATED BETWEEN THROUGH AND LEFT TURN LANE, OR CENTERED ON APPROACH IF LEFT TURN LANE DOES NOT EXIST. 1' - 0" MIN. TO 2' - 6" MAX. FROM POLE CENTERLINE TO SIGN EDGE. FOR POST MOUNTED SIGNS THERE SHALL BE 2' - 0" MIN. FROM THE FACE OF CURB OR THE EDGE OF THE SHOULDER TO THE EDGE OF THE SIGN. PLACEMENT SHALL BE 3' - 0" MIN. FROM FACE OF CURB OR EDGE OF SHOULDER; 3' - 0" MIN. FROM FACE OF GUARDRAIL; 4' - 0" MIN. FROM CONC. BARRIER TYPE 2 (MEASURED FROM A POINT WHERE THE BARRIER BASE MEETS THE SHOULDER SURFACE (TOE). MEASUREMENT TAKEN FROM TRAFFIC SIDE OF BARRIER; TO FACE OF POLE. NEW POLES AND ALL RELATED HARDWARE SHALL BE PAINTED CASCADE GREEN PER WSDOT STANDARDS. TAG NOTES: CORROSION RESISTANT METAL TAG SECURED WITH (2) 0.125" RIVETS AS FOLLOWS: -POLE SHAFT -LOCATED WITHIN 6" ABOVE HAND HOLE (TYPE II & III). -SIGNAL AND LUMINAIRE MAST ARM (TYPE II & III). -LOCATED WITHIN 6" OF THE LUMINAIRE ARM AND THE POLE SHAFT CONNECTION POINT (TYPE III). -TEXT SHALL BE A MINIMUM OF 3 16" HIGH, STAMPED OR EMBOSSED. a.VEHICLE DISPLAY b.MAST ARM MTD. SIGN c.STREET NAME SIGN d.PRE-EMPT DETECTOR e. POST MTD. SIGN f. LUMINAIRE g. PEDESTRIAN DISPLAY h. TERMINAL CABINET i. APS PUSH BUTTON j. HANDHOLE k. VIDEO DETECTION CAMERA l. PTZ CAMERA SIGNAL STANDARD NO. STATE ROUTE AND MILE POST NO. APPROVED DRAWING NO. FABRICATION DATE EXAMPLE SIGNAL STANDARD IDENTIFICATION TAG TYPE PPB PPB POST TYPE PS PED. HEAD POLE TYPE I VEHICLE HEAD POLE DMS OR VMS IS NOT ALLOWED ON THESE POLES. 8' - 0 " 8' - 0 " 10 ' - 0 " g g g g a THICKENED EDGE FOR FOUNDATIONS LOCATED WITHIN SIDEWALK: ANCHOR BOLTS, PROVIDE ADEQUATE ADDITIONAL LENGTH TO ACCOMMODATE SIDEWALK THICKNESS WHILE MAINTAINING EMBEDMENT REQUIREMENTS. AT LEAST TWO FULL THREADS SHALL EXTEND ABOVE THE TOP HEAVY-HEX NUT. ANCHOR BOLTS MAY BE CUT TO ACCOMMODATE ANCHOR BOLT COVER SIDEWALK & THICKENED EDGE, SIDEWALK THICKNESS DEFINED IN CONTRACT PLANS, PLACE ABOVE AND AROUND PERIMETER OF TOP OF FOUNDATION 1 2" MINIMUM SPACE BETWEEN BOTTOM OF HEAVY-HEX NUT AND CONCRETE MEASURE ATTACHMENT POINT ANGLES CLOCKWISE FROM POLE ORIENTATION LINE (E1 ATTACHMENT POINT) TO THE ATTACHMENT POINT LOCATION ATTACHMENT POINT ALL HANDHOLES AT 180^ FROM E1 ANCHOR BOLT PLATE LOCATION STATION POLE ORIENTATION LINE (E1 ATTACHMENT POINT) POLE ORIENTATION ANGLE (P.O.A.) DEGREES CLOCKWISE FROM OFFSET LINE TO POLE ORIENTATION LINE (E1 ATTACHMENT POINT) STANDARD TYPE POLE HORIZONTAL DISTANCE FROM STOP LINE 3 SECTION 12" 5 SECTION CLUSTER 12" 16' 14' 12' 10' 8' 6' 52.8 46.2 39.6 33.0 26.4 19.8 6" 7" M A X 6" POLE ORIENTATION AND ATTACHMENT POINT R O A D W A Y O F F S E T L I N E 45° 8 WSDOT STANDARD PLAN REFERENCES D D C f A2 2C 3 4 4A T-4214395 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-4214111 22 + 0 0 23 + 0 0 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ j e g _ o s u n a p \ d 0 6 0 1 3 8 9 \ 1 T S 1 . 2 0 . d w g | L a y o u t : 1 T S 1 . 0 4 E PL O T T E D : J u n 1 1 , 2 0 2 4 - 1 2 : 3 5 : 4 0 p m B y O s u n a P XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; X - A L I G N . d w g ; X - L E G E N D . d w g ; X - D R _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473 MA R K F . WEGE N E RSTATE O F WASHING T O N 41141REGISTER E D P R O FESSIONAL E N G INEER K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT FIELD TERMINATION DIAGRAM TALBOT RD S & I-405 SB OFF RAMP 1TS1.04E 396 J. DOWDS BENNETT P. OSUNA R. JAHNS PH A S E IT E M NO T E AC+ AC- EV P E Φ2 & Φ 5 5A1 5A2 5A3 Φ4 & Φ 7 5B1 5B2 5B3 Φ 2 Φ 3 Φ 4 621 622 623 624 626 631 632 633 634 636 641 642 643 644 646 721 722 723 724 725 PP B 28 , 2 9 Φ 2 TRAFFIC CONTROLLER TERMINATIONS SPR SPR Φ6 5C1 5C2 5C3 Φ3 & Φ 8 5D1 5D2 5D3 Φ 5 651 652 653 654 656 Φ 6 661 662 663 664 666 Φ 7 671 672 673 674 676 Φ 8 681 682 683 684 686 HE A D ( S ) 11Φ 1 611 612 613 614 616 Φ 6SPR SPR 761 762 763 764 765 PP B 68 , 6 9 Φ 8SPR SPR 781 782 783 784 785 PP B 88 , 8 9 NOTE: 1.TERMINATIONS ARE SHOWN FOR NEW CONDUCTORS ONLY. HE A D ( S ) 31 , 3 2 , 3 3 HE A D ( S ) 41 , 4 2 HE A D ( S ) 71 HE A D ( S ) 81 , 8 2 R O G W B 5C HE A D ( S ) 28 , 2 9 HE A D ( S ) 68 ,6 9 5C HE A D ( S ) 88 ,8 9 R O G W B R Y G 63 4 63 3 63 2 63 1 63 6 31 R O G W B R Y G 63 O Y B5C3 5C2 5C1 C 666 664 663 662 661 EXISTING SIGNAL POLE 4 R O G W B R Y G 62 666 664 663 662 661 R O G W B R Y G 61 666 664 663 662 661 11 R O G W B616 614 613 612 611 R O G W B 63 4 63 3 63 2 63 1 63 6 32 O Y B 5D 3 5D 2 5D 1 D R O G R Y G 81 W B 68 4 68 3 68 2 68 1 68 6 R O G 51 B W H M 781 782 783 H M 72 1 72 2 72 3 SP R 654 653 652 651 656 R O G R Y G W B 624 623 622 621 626 22 O Y B5A3 5A2 5A1 A O B 72 4 72 5 O B 784 785 R Y Y G R O G R Y G W B 624 623 622 621 626 21 EXISTING SIGNAL POLE 4A 76 1 76 2 76 3 H M 76 4 76 5 76 1 76 2 76 3 HM SP R 76 4 76 5 EXISTING JB EX I S T I N G J B 781 782 783 H M SPR 784 785 NEW TYPE 2 JB SIGNAL POLE 1A EXISTING SIGNAL POLE 2A EXISTING SIGNAL POLE 2 R O G R Y G W B 68 4 68 3 68 2 68 1 68 6 82 ROGWB 64 4 64 3 64 2 64 1 64 6 41 OYB 5B 3 5B 2 5B 1 B ROG RYG WB 67 4 67 3 67 2 67 1 67 6 71 SIGNAL POLE 1 EXISTING JB EXISTING JB SIGNAL POLE 2B SIGNAL POLE 2C 72 1 72 2 72 3 H M SP R 72 4 72 5 R O G W B 63 4 63 3 63 2 63 1 63 6 33 ROG RYG WB 64 4 64 3 64 2 64 1 64 6 42 EXISTING SIGNAL POLE 3 111 631 621 611 632 622 612 112 633 623 613 614 NEW TYPE 1 JB NEW TYPE 1 JB 624634 113 635 625 NEW TYPE 1 JB 3 - 2C 4 - 2C 5 - 2C 1 - 2C, 1 - 5C 1 - 2C, 1 - 5C EX. 15 - 2C, 4 - 3C, 12 - 5C, 1 - 7C, 16 - 2C, 3 - 5C 11 - 2C, 1 -5C 12 - 5C, 1 - 7C EX. 15 - 2C, 4 -3C, EX. 2 - #6 EX. 2 - #6 EX . 1 - 5 C EX. 2 - #6, 2 - #8 (ILLUM) EX. 2 - 3C, 3 - 5C EX. 3 - 5C 2 - 4C 1 - 2C, 1 - 4C EX. 2 - 3C, 5 - 5C 1 - 2C, 1 - 4C A EV P E B EV P E C EV P E D HE A D ( S ) 21 , 2 2 HE A D ( S ) 51 HE A D ( S ) 61 , 6 2 , 6 3 4C CABLE AP S P P B 2 9 PE D H E A D 2 9 AP S P P B 2 8 PE D H E A D 2 8 PE D H E A D 6 9 AP S P P B 6 9 PED HEAD 89 APS PPB 89 APS PPB 88 PED HEAD 88 AP S P P B 6 8 PE D H E A D 6 8 4C CABLE 4C CABLE 4C C A B L E B W2C LO O P 61 1 61 2 61 3 LO O P 62 1 62 2 62 3 LO O P 63 1 63 2 63 3 LO O P 11 1 LO O P 62 4 63 4 LO O P 11 2 LO O P 61 4 LO O P 11 3 LO O P 63 5 LO O P 62 5 EXISTING CONTROLLER CABINET 1 1A 22A 2C 2B 3 4A 4 EX . 2 - # 8 ( I L L U M ) EXISTING JBEXISTING JB EX . 2 - 2 C EX. 1 - 7C, 2 - 2 C 1 - 2C 3 - 2C 1 - 5C 1 - 2 C 4 - 2 C , 1 - 5 C EXISTING SERVICE CABINET LO O P Φ 2 Φ 6 Φ 6 Φ 6 Φ 1 Φ 1 Φ 6 Φ 6 Φ 1 Φ 6 Φ 6 LO O P Φ 2 LO O P Φ 2 LO O P LO O P LO O P LO O P LO O P Φ 2 Φ 3 Φ 3 Φ 3 Φ 2 SPR SP R SPR SPR SP R SP R SP R SP R LO O P EX. 2 - #8 (ILLUM) 2 - # 8 ( I L L U M ) 2 - #8 (ILLUM) EX . 6 - 2 C , 2 - 3 C , EX. 13 - 2C, 2 - 3C, 8 - 5C, 1 - 7C EX I S T I N G J B EX. 7 - 2C EX . 4 - 2 C EX I S T I N G J B EX. 3 - 2C EX. 3 - 2C EX I S T I N G J B EXISTING JB EX . 3 - 2 C LO O P LO O P LO O P LO O P LO O P LO O P Φ 3 Φ 4 Φ 5 Φ 5 Φ 7 Φ 8 Φ 8 EXISTING LOOPS EXISTING LOOPS EXISTING LOOPS EXISTING LOOPS B O R G W 5C B O R G W O B2C 2C O B2C 2C O B2C 2C B W2C B W2C B W2C B W2C B W2C B W2C B W2C B W2C B W2C B O R G W O B BO RGWOB B ORGW O B B ORGW O B R G W B O B O R G W R Y G RYG R Y G 5 - 5 C , 1 - 7 C EXISTING JB EX. 3 - 2C TERMINATE TOGETHER SIGNAL HEADS 21 & 22 ON TERMINAL BLOCK IN TERMINAL CABINET. TERMINATE TOGETHER SIGNAL HEADS 61, 62 & 63 AND 31 & 32 ON TERMINAL BLOCK IN TERMINAL CABINET. T-4214396 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-4214112 73+00 74+00 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ j e g _ o s u n a p \ d 0 6 0 1 3 8 9 \ 1 T S 1 . 3 0 . d w g | L a y o u t : 1 T S 1 . 0 5 A PL O T T E D : J u n 1 1 , 2 0 2 4 - 1 2 : 3 8 : 0 6 p m B y O s u n a P XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; X - A L I G N . d w g ; X - D R _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473 MA R K F . WEGE N E RSTATE O F WASHING T O N 41141REGISTER E D P R O FESSIONAL E N G INEER K. CHANG YUEN AD-READY SUBMITTAL TALBOT RD S (TAL-21-LINE) S 3 7 T H S T RENTON SEGMENT RECTANGULAR RAPID FLASHING BEACON PLAN TALBOT RD S & S 37TH ST 1TS1.05A 397 J. DOWDS BENNETT P. OSUNA R. JAHNS 26 1 13 1 CONSTRUCTION NOTES: CONSTRUCT FOUNDATION PER COR STD. PLAN 141. FURNISH AND INSTALL 14' 0" POLE. FURNISH AND INSTALL FIVE WARNING SIGNS (TWO W11-2 SIGNS, TWO W16-7PR SIGNS AND ONE W11-501 SIGN), ONE APS PEDESTRIAN PUSH BUTTON WITH SIGN FACING SIDEWALK AND TWO RRFB LIGHT BARS ON PELCO POLE. CONSTRUCT FOUNDATION PER COR STD. PLAN 141. FURNISH AND INSTALL 14' 0" POLE. FURNISH AND INSTALL FIVE WARNING SIGNS (TWO W11-2 SIGNS, TWO W16-7PR SIGNS AND ONE W11-501 SIGN), ONE APS PEDESTRIAN PUSH BUTTON WITH SIGN FACING SIDEWALK AND TWO RRFB LIGHT BARS ON PELCO POLE. INSTALL A NEW TYPE 2 JUNCTION BOX PER WSDOT STD. PLAN J-40.10. FURNISH AND INSTALL CONDUIT BETWEEN JUNCTION BOX AND FOUNDATION. INSTALL CONDUIT UNDER ROADWAY USING APPROVED DIRECTIONAL BORING METHOD. INSTALL A NEW TYPE 1 JUNCTION BOX PER WSDOT STD. PLAN J-40.10. REFER TO COR STD. PLAN 141 FOR RRFB INSTALLATION DETAILS AND REQUIREMENTS. RRFBS TO BE AC POWERED. 2 3 NOTES: 1.FOR GENERAL NOTES AND SYMBOLOGY SEE 1TS1.00. 2.FOR LIGHTING PLANS AND SERVICE BREAKER PANEL SCHEDULE DETAILS SEE 1L1.01. 3.FOR ITS PLANS AND DETAILS SEE 1I1.00. 4.FOR ELECTRICAL PLANS AND DETAILS SEE 1E1.01. WIRE SCHEDULE NO. CONDUIT SIZE SERVICE GROUND NOTES #6 AWG #6 AWG #8 AWG 1 2"2 1 2"1 SPARE 2 2"2 1 3 2"2 1 2"1 SPARE 4 2"2 1 5 2"2 1 # 236 4 5 4 STA. 73 + 75.9 OFFSET 28.1' LT S2 S1 S3S4 4 5 5 NEW TYPE 1 JB NEW TYPE 2 JB NEW TYPE 1 JB ILLUMINATION JB 2 - #6 2 - #6 2 - # 6 FIELD TERMINATION DIAGRAM: SEE 1L1.14 FOR MORE DETAIL. 4 6 SIGNS 7 7 7 S1 W11-2 (30" x 30") FLUORESCENT YELLOW GREEN W16-7PL (12" x 24") FLUORESCENT YELLOW GREEN S7 W16-7PR (12" x 24") FLUORESCENT YELLOW GREEN S5 S2 W11-2 (30" x 30") FLUORESCENT YELLOW GREEN CROSS TRAFFICMAY NOT STOPUSE CAUTIONWHEN CROSSING W11-501 (12" x 12") FLUORESCENT YELLOW GREEN S9 W11-501 (12" x 12") FLUORESCENT YELLOW GREEN S10 PPB SIGN (8" x 12") WHITE PUSHBUTTON TO TURN ONWARNING LIGHTS S11 PPB SIGN (8" x 12") WHITE S12S4W11-2 (30" x 30") FLUORESCENT YELLOW GREEN S3 W11-2 (30" x 30") FLUORESCENT YELLOW GREEN W16-7PR (12" x 24") FLUORESCENT YELLOW GREEN S6 S5 S6 W16-7PL (12" x 24") FLUORESCENT YELLOW GREEN S8 S7 S8 S9 S11 S10S12 STA. 73 + 81.4 OFFSET 28.1' RT SIGNAL POLE 1 RRFB 78 4 78 5 O B AP S P P B 2 - #6 SIGNAL POLE 2 RRFB 78 4 78 5 OB AP S P P B 2 - #6 20'40' SCALE: 1" = 40' 0' T-4214397 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-4214113 UD UD UD UDUDUD S D S D S D 89+00 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ j e g _ o s u n a p \ d 0 6 0 1 3 8 9 \ 1 T S 1 . 3 0 . d w g | L a y o u t : 1 T S 1 . 0 6 A PL O T T E D : J u n 1 1 , 2 0 2 4 - 1 2 : 3 8 : 5 2 p m B y O s u n a P XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; X - A L I G N . d w g ; X - D R _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473 MA R K F . WEGE N E RSTATE O F WASHING T O N 41141REGISTER E D P R O FESSIONAL E N G INEER K. CHANG YUEN AD-READY SUBMITTAL TALBOT RD S (TAL-21-LINE) ME D I C A L C E N T E R D R I V E W A Y RENTON SEGMENT RECTANGULAR RAPID FLASHING BEACON PLAN TALBOT RD S & VALLEY MED CTR DRIVEWAY 1TS1.06A 398 J. DOWDS BENNETT P. OSUNA R. JAHNS 3 2 1A 1 S1 S2 1 CONSTRUCTION NOTES: PROTECT EXISTING TYPE FB SIGNAL POLE, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. PROTECT EXISTING 14' 0" POLE, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. CONSTRUCT FOUNDATION PER COR STD. PLAN 141. FURNISH AND INSTALL 14' 0" POLE. FURNISH AND INSTALL FIVE WARNING SIGNS (TWO W11-2 SIGNS, TWO W16-7PR SIGNS AND ONE W11-501 SIGN), ONE APS PEDESTRIAN PUSH BUTTON WITH SIGN AND TWO RRFB LIGHT BARS ON PELCO POLE. INSTALL SOLAR POWER UNIT ON TOP OF THE MOUNT. SEE SPECIAL PROVISIONS FOR DETAILS. PROTECT EXISTING 14' 0" POLE, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. REFER TO COR STD. PLAN 141 FOR RRFB INSTALLATION DETAILS AND REQUIREMENTS. RRFB TO BE SOLAR POWERED. 1A 2 3 NOTES: 1.FOR GENERAL NOTES AND SYMBOLOGY SEE 1TS1.00. 2.FOR LIGHTING PLANS AND SERVICE BREAKER PANEL SCHEDULE DETAILS SEE 1L1.01. 3.FOR ITS PLANS AND DETAILS SEE 1I1.00. 4.FOR ELECTRICAL PLANS AND DETAILS SEE 1E1.01. STA. 89 + 10.5 OFFSET 0.3' RT 4 4 SIGNS S1 W11-2 (30" x 30") FLUORESCENT YELLOW GREEN W16-7PR (12" x 24") FLUORESCENT YELLOW GREEN S3 S2 W11-2 (30" x 30") FLUORESCENT YELLOW GREEN CROSS TRAFFICMAY NOT STOPUSE CAUTIONWHEN CROSSING W11-501 (12" x 12") FLUORESCENT YELLOW GREEN S5 PPB SIGN (8" x 12") WHITE PUSHBUTTON TO TURN ONWARNING LIGHTS S6 S3S5S6 S4 W16-7PR (12" x 24") FLUORESCENT YELLOW GREEN S4 20'40' SCALE: 1" = 40' 0' T-4214398 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-4214114 CC PB 45+00 46+00 10 + 0 0 11 + 0 0 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ j e g _ o s u n a p \ d 0 6 0 1 3 8 9 \ 1 T S 1 . 4 0 . d w g | L a y o u t : 1 T S 1 . 0 7 A PL O T T E D : M a r 2 6 , 2 0 2 6 - 1 1 : 0 2 : 3 4 p m B y O s u n a P XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; X - A L I G N . d w g ; X - L E G E N D . d w g ; X - D R _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE MARCH 2025G. FRANCO 1134237 KC001396 473 MA R K F . WEGE N E RSTATE O F WASHING T O N 41141REGISTER E D P R O FESSIONAL E N G INEER K. CHANG YUEN ISSUE FOR CONSTRUCTION MARCH 2025 10'20' SCALE: 1" = 20' 0' RENTON SEGMENT SIGNAL PLAN SE CARR RD & 105TH PL SE 1TS1.07A 399 J. DOWDS BENNETT P. OSUNA R. JAHNS 1 2 5 6 SIGNAL HEADS PHASES 6 CHANNEL A B PRE-EMPTION SCHEDULE D 3 & 7 2 & 5 PROTECTED VEHICLE MOVEMENT PEDESTRIAN MOVEMENT OLA = OVERLAP A MOVEMENT, BLANK-OUT SIGN INDICATION OLC = OVERLAP C MOVEMENT, NORTHBOUND RIGHT PHASE DIAGRAM 12" 12"Y R 12"G 12" 12"Y R 12"G NEW 21, 22, 61, 62 71,72 68, 69, 88, 89 31 SIGNS NOTES: 1.FOR GENERAL NOTES AND SYMBOLOGY SEE 1TS1.00. 2.FOR SIGNAL POLE DETAILS SEE 1TS1.07D & COR STD. PLAN 140. 3.FOR CONDUIT RUN AND WIRING INFORMATION SEE 1TS1.07C AND 1TS1.07E. 4.FOR CONSTRUCTION NOTES SEE 1TS1.07B. 5.FOR LIGHTING PLANS AND DETAILS SEE 1L1.01. 6.FOR ITS PLANS AND DETAILS SEE 1I1.00. 7.FOR ELECTRICAL PLANS AND DETAILS SEE 1E1.01. 8.STREET NAME SIGN SIZE / LAYOUT TO FOLLOW COR STANDARDS. SIZES SHOWN ON THIS PLAN ARE ESTIMATED. 9.NEW VEHICLE SIGNAL HEADS 21, 22, 31, 51, 61, 62, 71 AND 72 SHALL BE INSTALLED WITH NEW MOUNTING TYPE "L" ON NEW MAST ARMS PER COR STD. PLAN 140. 10.NEW VEHICLE SIGNAL HEAD 52 SHALL BE INSTALLED WITH NEW MOUNTING TYPE "D" ON NEW TYPE I POLE PER WSDOT STD. PLAN J-75.10. 11.NEW COUNTDOWN PEDESTRIAN SIGNAL HEAD 68 SHALL BE INSTALLED WITH NEW MOUNTING TYPE "E" ON NEW TYPE I POLE PER WSDOT STD. PLAN J-75.10-02. 12.NEW COUNTDOWN PEDESTRIAN SIGNAL HEAD 69 SHALL BE INSTALLED WITH NEW MOUNTING TYPE "D" ON NEW PS POLE PER WSDOT STD. PLAN J-75.10-02. 13.NEW COUNTDOWN PEDESTRIAN SIGNAL HEAD 88 SHALL BE INSTALLED WITH NEW MOUNTING TYPE "E" ON NEW TYPE II POLE PER WSDOT STD. PLAN J-75.10-02. 14.NEW COUNTDOWN PEDESTRIAN SIGNAL HEAD 89 SHALL BE INSTALLED WITH NEW MOUNTING TYPE "E" ON NEW TYPE III POLE PER WSDOT STD. PLAN J-75.10-02. 15.BOTH DETECTION ZONES V31 AND V32 SHALL CALL BUS PHASE 3. PHASE & PROGRAM THE CONTROLLER SO THAT BOTH DETECTION ZONES MUST BE OCCUPIED AT THE SAME TIME TO CALL BUS PHASE 3. S1 R3-1 (36" W x 36" H) BLANK-OUT S2 12" 12" 12" BUS SIGNAL 3 7 8 SE CARR RD 10 5 T H P L S E (CAR-LINE) NOT USED BUS 21 22 51 61 62 EV P D EVP B EVP A 89 88 31 71 72 68 69 10 5 9 5 1 2 4A 3 4B 1 2 43 5 6 7 1211 10 9 (90" W x 20" H)S3 S4 (102" W x 20" H) S5 CONTROLLER SHALL SKIP PHASES 3,7 AND 8 IF THEY ARE NOT CALLED. BLANKOUT SIGN INDICATION SHALL BE ON ONLY DURING A PHASE 6 PED CALL OR A PHASE 8 PED CALL S3 S5 S4 S6 S6 R3-5R (30" W x 36" H) S7 8 8 3A S1 S7 S213 8 4 SPECIAL (20" W x 14" H) REFER TO SHEET 1TS1.00 FOR SIGN LAYOUT DETAILS SPECIAL (24" W x 36" H) REFER TO SHEET 1TS1.00 FOR SIGN LAYOUT DETAILS 6 SE Carr Rd 105th Pl SE T-4214399 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 12" 12"Y R 12"G 51, 52 52 11 OLC OLA 4 NOT USED OLA ONLYBUSONLY BUS SIGNAL 12 12 12 APS PUSH BUTTON MESSAGES PHASE AUDIBLE MESSAGE 6 "WAIT", "WAIT TO CROSS 105TH AT CARR", "WALK SIGN IS ON TO CROSS 105TH" 8 "WAIT", "WAIT TO CROSS CARR AT 105TH", "WALK SIGN IS ON TO CROSS CARR" COR MAST ARM MOUNTED SNS (102" W x 20" H) COR MAST ARM MOUNTED SNS V2 V1 V11 1 1 DCR #15 - CHANGE VIDEO DETECTION SYSTEM1 PO 03-23-26MFW 03/31/2026 DEVELOPMENT ENGINEERING msippo 04/09/2026 T-4214115 CC PB 43+00 44+00 45+00 46+00 10 + 0 0 11 + 0 0 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ j e g _ o s u n a p \ d 0 6 0 1 3 8 9 \ 1 T S 1 . 4 0 . d w g | L a y o u t : 1 T S 1 . 0 7 B PL O T T E D : M a r 3 0 , 2 0 2 6 - 0 8 : 2 0 : 4 4 p m B y O s u n a P XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; X - A L I G N . d w g ; X - L E G E N D . d w g ; X - D R _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE MARCH 2025G. FRANCO 1134237 KC001396 473 MA R K F . WEGE N E RSTATE O F WASHING T O N 41141REGISTER E D P R O FESSIONAL E N G INEER K. CHANG YUEN ISSUE FOR CONSTRUCTION MARCH 2025 20'40' SCALE: 1" = 40' 0' RENTON SEGMENT DETECTION PLAN SE CARR RD & 105TH PL SE 1TS1.07B 400 J. DOWDS BENNETT P. OSUNA R. JAHNS SE CARR R D 10 5 T H P L S E (CAR-LINE) 1 CONSTRUCTION NOTES: FURNISH AND INSTALL TYPE I SIGNAL POLE PER WSDOT STANDARD PLAN J-20.11 AND DETAIL 1TS1.07D. FURNISH AND INSTALL ONE 3-SECTION SIGNAL HEAD, ONE PEDESTRIAN SIGNAL HEAD AND ONE APS PEDESTRIAN PUSH BUTTON WITH SIGN ON SIGNAL POLE. CONSTRUCT FOUNDATION PER SIGNAL POLE CHART 1TS1.07D AND COR STD. PLANS 139 AND 140. TOP OF FOUNDATION SHALL BE FLUSH WITH GRADE. FURNISH AND INSTALL TYPE III SIGNAL POLE WITH 35' MAST ARM. FURNISH AND INSTALL THREE 3-SECTION SIGNAL HEADS, ONE EMERGENCY PRE-EMPTION DETECTOR, ONE VEHICLE DETECTOR AND MOUNTING BRACKET, AND ONE D3-103 SIGN ON MAST ARM. FURNISH AND INSTALL TERMINAL CABINET ON SIGNAL POLE. REFER TO LIGHTING PLANS FOR LUMINAIRE AND LUMINAIRE BRACKET ARM. CONSTRUCT FOUNDATION PER SIGNAL POLE CHART 1TS1.07D AND COR STD. PLANS 139 AND 140. TOP OF FOUNDATION SHALL BE FLUSH WITH GRADE. FURNISH AND INSTALL TYPE III SIGNAL POLE WITH 35' MAST ARM. FURNISH AND INSTALL TWO 3-SECTION SIGNAL HEADS, ONE 3-SECTION SIGNAL HEAD WITH SPECIAL "BUS ONLY" SIGN, ONE SPECIAL "(ARROW) BUS ONLY" SIGN, ONE R3-5R SIGN, ONE R3-1 BLANK-OUT SIGN, ONE EMERGENCY PRE-EMPTION DETECTOR, ONE VEHICLE DETECTOR AND MOUNTING BRACKET, AND ONE D3-103 SIGN ON MAST ARM. FURNISH AND INSTALL ONE PEDESTRIAN SIGNAL HEAD, ONE PTZ CAMERA AND MOUNTING BRACKET, AND TERMINAL CABINET ON SIGNAL POLE. REFER TO LIGHTING PLANS FOR LUMINAIRE AND LUMINAIRE BRACKET ARM. FURNISH AND INSTALL TYPE PPB SIGNAL POST PER WSDOT STANDARD PLAN J-20.11 AND DETAIL 1TS1.07D. FURNISH AND INSTALL ONE APS PEDESTRIAN PUSH BUTTON WITH SIGN ON SIGNAL POLE. 2 3 FURNISH AND INSTALL TYPE PS SIGNAL POLE PER WSDOT STANDARD PLAN J-20.16 AND DETAIL 1TS1.07D. FURNISH AND INSTALL ONE PEDESTRIAN SIGNAL HEAD AND ONE APS PEDESTRIAN PUSH BUTTON WITH SIGN ON SIGNAL POLE. 4A FURNISH AND INSTALL A NEW TYPE 8 JUNCTION BOX PER WSDOT STD. PLAN J-40.30. CONSTRUCT JOINT CONTROLLER/SERVICE CABINET FOUNDATION PER CITY OF RENTON STANDARD PLANS 126.1 AND 126.2. INSTALL CONTROLLER EQUIPMENT AND CONNECT FIELD WIRING. VERIFY FINAL LOCATION WITH THE ENGINEER IN THE FIELD PRIOR TO POURING THE FOUNDATION. INSTALL "NO TRAFFIC" DETECTOR EQUIPMENT IN THE SIGNAL CABINET, INCLUDING AN EXTERNAL ENCLOSURE MOUNTED ON THE BACK OF THE SIGNAL CABINET, AND TERMINATE WIRES PER THE SPECIAL PROVISIONS AND MANUFACTURER'S RECOMMENDATIONS. PROGRAM DETECTION SOFTWARE SO THAT DETECTION ZONES V31 AND V32 MUST BOTH RECEIVE A CALL SIMULTANEOUSLY TO ACTIVATE BUS PHASE 3. INSTALL CONDUIT UNDER ROADWAY USING APPROVED DIRECTIONAL BORING METHOD. 6 5 V61 V62 V23 V22 V21 V31 V71 7 V32 7 30 ' 8 FURNISH AND INSTALL TYPE PPB SIGNAL POST PER WSDOT STANDARD PLAN J-20.11 AND DETAIL 1TS1.07D. FURNISH AND INSTALL ONE APS PEDESTRIAN PUSH BUTTON WITH SIGN ON SIGNAL POLE. 4B 3A 4 CONSTRUCT FOUNDATION PER SIGNAL POLE CHART 1TS1.07D AND COR STD. PLANS 139 AND 140. TOP OF FOUNDATION SHALL BE FLUSH WITH GRADE. FURNISH AND INSTALL TYPE III SIGNAL POLE WITH 3' ROUND FOUNDATION AND WITH 40' MAST ARM. FURNISH AND INSTALL TWO 3-SECTION SIGNAL HEADS, ONE EMERGENCY PRE-EMPTION DETECTOR, ONE VEHICLE DETECTOR AND MOUNTING BRACKET, AND ONE D3-103 SIGN ON THE MAST ARM. FURNISH AND INSTALL ONE PEDESTRIAN SIGNAL HEAD AND TERMINAL CABINET ON SIGNAL POLE. REFER TO LIGHTING PLANS FOR LUMINAIRE AND LUMINAIRE BRACKET ARM. FURNISH AND INSTALL A NEW TYPE 2 JUNCTION BOX PER WSDOT STD. PLAN J-40.10.9 FURNISH AND INSTALL A NEW PULL BOX PER WSDOT STD. PLAN J-90.10-03.10 T-4214400 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 2 3 3A 1 4A 4 4B INSTALLATION OF SCOOT MODULE AND AN ADDITIONAL LICENSE IS NECESSARY. PROVIDE SCOOT SYSTEM DETECTORS LAYOUT PER MANUFACTURER'S RECOMMENDATIONS FOR CITY OF RENTON VERIFICATION. NEW INSTALLATION INCLUDES INTERSECTION SET UP/ CONFIGURATION/ PROGRAMMING IN TACTICS (SIGNAL MANAGEMENT SYSTEM) AND SCOOT (ADAPTIVE SYSTEM) BY VENDOR IS REQUIRED. CITY OF RENTON DOES NOT SET UP OR CONFIGURE NEW SCOOT SIGNAL. VENDOR TO COORDINATE WITH TRANSPORTATION MAINTENANCE MANAGER FOR INSTALLATION. SCOOT INTERSECTION DISPLAY MAP SHALL BE CREATED IN CITY OF RENTON SCOOT SYSTEM. SCOOT AREA MAP SHALL BE UPDATED TO SHOW THIS NEW SIGNAL ON THE CORRIDOR. THE SCOOT INTERSECTION NODE ARCHITECTURE DIAGRAM AND DATABASE DESIGN DIAGRAM SHALL BE PROVIDED TO CITY OF RENTON PUBLIC WORKS TRANSPORTATION OPERATIONS. 11 12 INSTALL THE "NO TRAFFIC" VIDEO DETECTION SYSTEM PER MANUFACTURER'S RECOMMENDATIONS. 1 1 V2 DCR #15 - CHANGE VIDEO DETECTION SYSTEM1 PO 03-23-26MFW V1 V1 03/31/2026 DEVELOPMENT ENGINEERING msippo 04/09/2026 Condition of Approval #13 Provide SCOOT system detectors layout per manufacturer'srecommendations for City's verification. new installation includes intersection set up/ configuration/ programming in tactics (signal management system) and scoot (adaptive system) by Vendor is required. City does not set up or configure new scoot signal. vendor to coordinate with transportation maintenance manager for installation. Scoot Intersection display map shall be created in City's SCOOT system. Scoot area map shall be updated to show this new signal on the corridor. The scoot intersection node architecture diagram shall be provided to the City's PW Transportation Operations. The SCOOT Intersection Database Design diagram shall be provided to the City's PW Transportation Operations. please verify all advanced detection distances for signals proposing with the new video detection system if advanced detection camera is required. The new stopbar and advanced video detection zone(s) shall provide adequate traffic data to perform as the SCOOT adaptive system detectors per Manufacturer's (Western systems or joe couples) recommendations. Revised Condition of Approval #8: "No Traffic" video detection system is required for all video detection on the project in lieu of Gridsmart Video Detection Cameras. Update project specifications. T-4214116 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ j e g _ o s u n a p \ d 0 6 0 1 3 8 9 \ 1 T S 1 . 4 0 . d w g | L a y o u t : 1 T S 1 . 0 7 C PL O T T E D : M a r 3 0 , 2 0 2 6 - 0 8 : 1 7 : 3 5 p m B y O s u n a P XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; X - A L I G N . d w g ; X - L E G E N D . d w g ; X - D R _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE MARCH 2025G. FRANCO 1134237 KC001396 473 MA R K F . WEGE N E RSTATE O F WASHING T O N 41141REGISTER E D P R O FESSIONAL E N G INEER K. CHANG YUEN ISSUE FOR CONSTRUCTION MARCH 2025 RENTON SEGMENT WIRING SCHEDULE SE CARR RD & 105TH PL SE 1TS1.07C 401 J. DOWDS BENNETT P. OSUNA R. JAHNS WIRE SCHEDULE NO. CONDUIT SIZE PPB / LOOP PRE-EMPTION VEH HEAD / PED HEAD / BLANKOUT SIGN VIDEO DETECTION CAT5E SERVICE STREET LIGHT GROUND NOTES 2C 3C 5C 3C #14 AWG #6 AWG #8 AWG #6 AWG #8 AWG 1 2"2 1 2 2"2 1 3"1 SPARE 3 4"4 3 11 3 1 1 3"1 SPARE 4 2"1 2 1 5 3"2 1 3 1 1 2"2 1 3"1 SPARE 6 2"1 1 1 7 3"1 2 1 1 2"2 1 8 1"1 1 9 3"1 2 6 2 1 1 2"2 1 3"1 SPARE 10 3"1 2 1 1 2"2 1 11 3"1 1 4 1 1 1 2"2 1 12 3"1 4 1 1 1 2"2 1 13 1"1 1 # T-4214401 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 DCR #15 - CHANGE VIDEO DETECTION SYSTEM1 PO 03-23-26MFW 1 03/31/2026 DEVELOPMENT ENGINEERING msippo 04/09/2026 T-4214117 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ j e g _ o s u n a p \ d 0 6 0 1 3 8 9 \ 1 T S 1 . 4 0 . d w g | L a y o u t : 1 T S 1 . 0 7 D PL O T T E D : J u n 1 1 , 2 0 2 4 - 1 2 : 4 1 : 5 4 p m B y O s u n a P XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; X - A L I G N . d w g ; X - L E G E N D . d w g ; X - D R _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473 MA R K F . WEGE N E RSTATE O F WASHING T O N 41141REGISTER E D P R O FESSIONAL E N G INEER K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT POLE SCHEDULE SE CARR RD & 105TH PL SE 1TS1.07D 402 J. DOWDS BENNETT P. OSUNA R. JAHNS SIGNAL POLE CHART FIELD LOCATION TYPE MAST ARM LENGTH (FT) MOUNTING HEIGHT (FT) SIGNAL MAST ARM DATA LUMINAIRE ARM (FT)POLE ATTACHMENT POINT ANGLES (deg)FOUNDATION DEPTHS (FT) *REMARKSOFFSET DISTANCE - Z(FT) (POLE CENTERLINE TO ATTACHMENT POINT)WINDLOAD AREAS - XY (FT)²(X)(Y)(Z) = TOTAL (FT)³ **POLE #STATION OFFSET LT.RT.P.O.A.A1 A2 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 C D E1 E2 F G1 G2 H I1 I2 L 3' RD.3' SQ.4' RD. 44 + 86.9 47.3'X 0 I 180 0 P.O.A. MEASURED FROM CARR-LINE 44 + 52.2 41.2'X 0 III 35 16.5 35 25 22 17 5 9.2 9.2 0 9.2 14.2 1319 SEE LIGHTING PLAN 0 0 180 7'6'6' 45 + 43.2 42.6'X 275 II 35 16.5 35 24 20 22 16 11 6 5 9 9.2 6 0 9.2 7.5 11.1 12.5 1554 0 65 180 90 9'7'7' 45 + 49.4 40.9'X 275 PPB 0 65 45 + 72.1 43.9'X 0 III 40 16.5 40 32 27 35 5 9.2 0 9.2 0 14.2 1227 SEE LIGHTING PLAN, INSTALL BELL CAMERA 0 0 80 180 7' 45 + 59.2 59.3'X 0 PS 180 0 45 + 74.9 34.5'X 0 PPB 270 *FOUNDATION DEPTH IS BASED ON DESIGN LATERAL BEARING PRESSURE OF 4,200 PSF (RAPID I-LINE GEOTECHNICAL ENGINEERING REPORT, PRE-FINAL JULY 2023) **ASSUMES ADDITIONAL 500 FT3 FOR FUTURE EQUIPMENT ON NEW SIGNAL STANDARDS. *** B9 DESIGNATES A BUS SIGNAL HEAD. MOUNT SPECIAL "BUS ONLY" SIGN BELOW SIGNAL HEAD. **** USE 3' RD. FOR FOUNDATION. 1 2 3 4 4A *** 3A 4B **** POLE AND MAST ARM PER MANUFACTURER'S PLANS. MANUFACTURER'S PLANS SHALL BE SIGNED AND STAMPED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER. ELECTRICAL CURBSTANDARD FOUNDATION GG i ii 3' - 6" MEASURED FROM SIDEWALK SURFACE TO CENTER OF PEDESTRIAN PUSH BUTTON 8 3 II PPBPPB II, III, SD N/A J-21.15 J-20.16 J-21.10 J-21.10 J-20.15 3 II 8 8 8 LUMINAIRE MAST ARM X Y Z (ft ) MAST ARM LENGTH X Y Z (ft ) FIXED BREAKAWAY PS I J-20.10 J-20.15 J-20.10 J-20.15 J-26.10, J-26.15 J- 2 0 . 1 1 N/A J-20.10 J-20.20 J-21.20 N/A 7 40'45'50' MAX. 4 SECTION 12"17.0' 20.9'22.0' 20.8'16.5' 53' - 180' MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO TOP OF ROADWAY G H I a e j j B10 B11a b d a B2 B3 B6 4 1 2 OR MIN. 17.5'19.2' 18.0'19.7' 16.5' SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY ALL i 85° E E FF G H I A1 12 ' - 0 " 10 ' - 0 " 8' - 0 " b c a gg B9 h i LIMITS OF VERTICAL CLEARANCE a b b B1 B4 B5 B7 ROADWAY 6 1 2 1 2 2 1 2 2 3 5 TYPE II, III & SD SIGNAL POLE k B8 2 3 4 3 2 90° 0° E2 E1 E2 ` 90° 90° E1 180° 270° ` ` a.VEHICLE DISPLAY b.MAST ARM MTD. SIGN c.STREET NAME SIGN d.PRE-EMPT DETECTOR e. POST MTD. SIGN f. LUMINAIRE g. PEDESTRIAN DISPLAY h. TERMINAL CABINET i. APS PUSH BUTTON j. HANDHOLE k. ADVANCE VIDEO DETECTION CAMERA l. PTZ CAMERA TYPE PPB PPB POST TYPE PS PED. HEAD POLE TYPE I VEHICLE HEAD POLE DMS OR VMS IS NOT ALLOWED ON THESE POLES. 8' - 0 " 8' - 0 " 10 ' - 0 " g g g g a MEASURE ATTACHMENT POINT ANGLES CLOCKWISE FROM POLE ORIENTATION LINE (E1 ATTACHMENT POINT) TO THE ATTACHMENT POINT LOCATION ATTACHMENT POINT ALL HANDHOLES AT 180^ FROM E1 ANCHOR BOLT PLATE LOCATION STATION POLE ORIENTATION LINE (E1 ATTACHMENT POINT) POLE ORIENTATION ANGLE (P.O.A.) DEGREES CLOCKWISE FROM OFFSET LINE TO POLE ORIENTATION LINE (E1 ATTACHMENT POINT) STANDARD TYPE POLE 27" 27"2 3 f l HORIZONTAL DISTANCE FROM SIGNAL HEAD TO STOP LINE 3 SECTION 12" 16' 14' 12' 10' 8' 6' 52.8 46.2 39.6 33.0 26.4 19.8 POLE ORIENTATION AND ATTACHMENT POINT R O A D W A Y O F F S E T L I N E D D WSDOT STANDARD PLAN REFERENCES POLE AND ALL RELATED HARDWARE / COMPONENTS SHALL BE PAINTED RAL 9005TX "JET BLACK" UNLESS OTHERWISE SPECIFIED BY CITY OF RENTON TRANSPORTATION ENGINEERING. NOTES 6 1 2 3 4 5 FOR HEADS ON NEW MAST ARMS, 3 SECTION HEADS SHALL USE TYPE L MOUNTING, 4 SECTION AND GREATER HEADS SHALL USE TYPE M MOUNTING COUPLING INSTALLED AT OFFSET INDICATED IN PLANS. FIELD INSTALLED. SIGN SIZES SHALL NOT EXCEED THE MAXIMUM VALUES LISTED AT RIGHT. LOCATION SHALL BE APPROVED BY CITY OF RENTON ENGINEER PRIOR TO INSTALLATION. ADVANCE VIDEO DETECTION CAMERA LOCATED BETWEEN THROUGH AND LEFT TURN LANE, OR CENTERED ON APPROACH IF LEFT TURN LANE DOES NOT EXIST. 1' - 0" MIN. TO 2' - 6" MAX. FROM POLE CENTERLINE TO SIGN EDGE. PLACEMENT SHALL BE 3' - 0" MIN. FROM FACE OF CURB OR EDGE OF SHOULDER TO FACE OF POLE. INSTALL IDENTIFICATION TAGS PER COR STD. PLAN 139. T-4214402 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 LUMINAIRE, MOUNTING, SHROUD AND ARM PER STD PLANS 117.1, 117.3 AND 118. LUMINAIRE ARM LENGTH PER DESIGN PLANS m. BELL CAMERA ON LUMINAIRE ARM m 3 L L 06/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-4214118 PB 45+00 46+00 10 + 0 0 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ j e g _ o s u n a p \ d 0 6 0 1 3 8 9 \ 1 T S 1 . 4 0 . d w g | L a y o u t : 1 T S 1 . 0 7 E PL O T T E D : M a r 2 6 , 2 0 2 6 - 1 1 : 1 0 : 4 6 p m B y O s u n a P XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; X - A L I G N . d w g ; X - L E G E N D . d w g ; X - D R _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE MARCH 2025G. FRANCO 1134237 KC001396 473 MA R K F . WEGE N E RSTATE O F WASHING T O N 41141REGISTER E D P R O FESSIONAL E N G INEER K. CHANG YUEN ISSUE FOR CONSTRUCTION MARCH 2025 RENTON SEGMENT FIELD TERMINATION DIAGRAM SE CARR RD & 105TH PL SE 1TS1.07E 403 J. DOWDS BENNETT P. OSUNA R. JAHNS PH A S E IT E M NO T E AC+ AC- EV P E AΦ6 5A1 5A2 5A3 EV P E B Φ2 & Φ 5 5B1 5B2 5B3 EV P E D Φ3 & Φ 7 5D1 5D2 5D3 HE A D ( S ) 21 , 2 2 HE A D ( S ) 31 HE A D ( S ) 61 , 6 2 Φ 2 Φ 3 Φ 6 HE A D ( S ) 71 , 7 2 Φ 7 621 622 623 624 626 631 632 633 634 636 661 662 663 664 666 671 672 673 674 676 761 762 763 764 765 PP B 68 , 6 9 HE A D ( S ) 68 , 6 9 PP B 88 , 8 9 HE A D ( S ) 88 , 8 9 781 782 783 784 785 Φ 6 Φ 8 TRAFFIC CONTROLLER TERMINATIONS R O G W B 5C R O G W B 5C O Y B 3C(SH) O Y B 3C(SH) R O G W B 5C R O G W B 5C SERVICE CABINET O Y B 3C(SH) SPR SPR SPR SPR SIGNAL POLE 3 31 R O G W B636 634 633 632 631 O Y B5D3 5D2 5D1 D NEW TYPE 2 JBNEW TYPE 8 JB R O G R Y G R O G W B 65 6 65 4 65 3 65 2 65 1 62 4 62 3 62 2 62 1 51 21 SIGNAL POLE 2 W B 62 6 R O G R Y G 62 4 62 3 62 2 62 1 22 W B 62 6 ROGWB 66 6 RYG 66 4 66 3 66 2 66 1 61 SIGNAL POLE 4 ROG RYG 66 4 66 3 66 2 66 1 62 WB 66 6 OYB 5A 3 5A 2 5A 1 A O Y B 5B 3 5B 2 5B 1 B NE W P U L L B O X NEW TYPE 8 JBCONTROLLER CABINET 2 - #8 (ILLUM) 2 - #6 4 - 2C, 3 - 3C, 11 - 5C, 1 - CAT5E, 3 - VIDEO DETECTION 1 - 2 C , 2 - 5 C 2 - 2C, 1 - 3C, 3 - 5C, 1 - VIDEO DETECTION 2 - #8 (ILLUM) 1 - 2 C , 1 - 5 C 1 - 3C, 2 - 5C, 1 - VIDEO DETECTION 2 - #8 (ILLUM) 1 -3C, 4 - 5C,1 - CAT5E, 1 - VIDEO DETECTION 1 - 2C, 1 - 3C, 4 - 5C, 1 - CAT5E, 1 - VIDEO DETECTION 1 - 3C, 2 - 5C, 1 - VIDEO DETECTION 2 - #8 (ILLUM) 1 - 2 C , 2 - 3 C , 6 - 5 C , 1 - C A T 5 E , 2 - V I D E O D E T E C T I O N SIGNAL POLE 1 SIGNAL POLE 4A S2 SPR H M 761 762 763 O B 764 765 APS PPB 69 761 762 763 H M 764 765 O B APS PPB 68 SP R H M 78 1 78 2 78 3 O B 78 4 78 5 AP S P P B 8 8 SP R HM 78 1 78 2 78 3 OB 78 4 78 5 AP S P P B 8 9 R O G R Y G 674 673 672 671 71 W B676 R O G 674 673 672 671 72 W B676 PED HEAD 68 PED HEAD 69 PE D H E A D 8 9 PE D H E A D 8 8 1 2 3 4B 4A VIDEO DETECTION Φ 2 SP R SP R SPR SPR SPR B ORGW BO RGW B O R G W B O R G W R G W 5C 5C B O O B2C 2C R G W 5C 5C B O O B2C 2C SIGNAL POLE 4B 1 - 2 C SIGNAL POLE 3A 1 - 2 C 4 3A R Y G 2 - # 8 ( I L L U M ) TERMINATE TOGETHER SIGNAL HEADS 21 & 22 ON TERMINAL BLOCK IN TERMINAL CABINET. TERMINATE TOGETHER SIGNAL HEADS 71 & 72 ON TERMINAL BLOCK IN TERMINAL CABINET. TERMINATE TOGETHER SIGNAL HEADS 61 & 62 ON TERMINAL BLOCK IN TERMINAL CABINET. T-4214403 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 R Y G R O G W B656 654 653 652 651 52 R Y G 651 652 653 654 656 HE A D ( S ) 51 , 5 2 Φ 5 5C5C R O W G B R O PTZ CAMERACAT5E VIDEO DETECTION Φ 3 VIDEO DETECTION Φ 5 VIDEO DETECTION Φ 6 VIDEO DETECTION Φ 7 2 - #8 (ILLUM) 2 - #8 (ILLUM) V2 1 V1 1 V1 1 V2 DCR #15 - CHANGE VIDEO DETECTION SYSTEM1 PO 03-23-26MFW V1 V1 03/31/2026 DEVELOPMENT ENGINEERING msippo 04/09/2026 T-4214119 C AFO AFO 13+80 14+00 30 + 0 0 30 + 3 3 v C: \ p w _ w o r k d i r \ d e n 0 0 3 \ j e g _ o s u n a p \ d 0 6 0 1 3 8 9 \ 1 T S 1 . 5 0 . d w g | L a y o u t : 1 T S 1 . 0 8 A PL O T T E D : J u n 1 1 , 2 0 2 4 - 1 2 : 4 4 : 4 2 p m B y O s u n a P XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - D R _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473 MA R K F . WEGE N E RSTATE O F WASHING T O N 41141REGISTER E D P R O FESSIONAL E N G INEER K. CHANG YUEN AD-READY SUBMITTAL S E 1 8 0 T H S T 108TH AVE SE (SR 515) (108TH-LINE) RENTON SEGMENT SIGNAL PLAN 108TH AVE SE & SE 180TH ST 1TS1.08A 404 J. DOWDS BENNETT P. OSUNA R. JAHNS 10'20' SCALE: 1" = 20' 0' 1 2 3 WIRE SCHEDULE SIZE 5C REMARKS 1 3" (EX)3 2" (EX) 2 3" (EX)3 2" (EX) 3" (EX) 3 3" (EX)3 2" (EX) PROTECT EXISTING TYPE III SIGNAL POLE, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. FURNISH AND INSTALL ONE 4-SECTION SIGNAL HEAD AND ONE R10-11B BLANK-OUT SIGN ON EXISTING SIGNAL MAST ARM. MOUNT SIGNAL HEAD AND BLANK-OUT SIGN USING "ASTRO-BRAC" OR SIMILAR CABLE MOUNTED BRACKET AND CLAMP. FIELD-DRILL A HOLE IN THE MAST ARM FOR CABLE ROUTING AND COAT EXPOSED STEEL WITH ZINC-RICH PAINT. RELOCATE STREET NAME SIGN SOUTH TOWARD SIGNAL POLE. 12" 12"Y R 12"G 43 / OLB PROTECTED VEHICLE MOVEMENT PEDESTRIAN MOVEMENT OLA = OVERLAP A, BLANK-OUT SIGN INDICATION OLB = OVERLAP B MOVEMENT, EASTBOUND RIGHT EXISTING PHASE DIAGRAM SIGNAL HEADS 43 / OLB CONSTRUCTION NOTE: NOTES: 1.FOR GENERAL NOTES AND SYMBOLOGY SEE 1TS1.00. 2.FOR SIGNAL POLE DETAILS SEE 1TS1.08B & COR STD. PLAN 140. 3.INSTALLATION OF SCOOT MODULE AND AN ADDITIONAL LICENSE IS NECESSARY. AVE SE180TH D3-103 (RELOCATED)S1 SIGN S1 R O G W B R Y G 41 R O G R Y G 42 W B O Y B5D3 5D2 5D1 D R O G R Y G 643 642 641 43/OLB W B646 H M 761 762 763 SPR H M 74 1 74 2 74 3 SP R EX I S T I N G J B EXISTING CONTROLLER CABINET EXISTING SERVICE CABINET 3 - 5C EX I S T I N G W I R I N G EXISTING WIRING 3 - 5 C EXISTING POLE 1 41 42 644 643 642 641 646 R Y 6B3 6B2 O G 644 G Y/G 12" 12" 12"Y R 12"G 41, 42 EXISTING 74 4 74 5 764 765 EXISTING WIRING SPR SP R B O R G W O B B ORGW O B EX I S T I N G W I R I N G 3 - 5 C EX I S T I N G J B 1 1 6B1 FIELD TERMINATION DIAGRAM: NEW T-4214404 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 2 2 NO TURN ON RED R10-11B (36" W x 36" H) BLANK-OUT S2 NO TURN ON RED S2 EV P D S2 644 643 642 641 646 PE D H E A D 4 8 PED HEAD 69 PP B 4 8 PPB 69 1 5 OLB 2 6 OLA 3 NOT USED 7 NOT USED 4 8 INSTALLATION OF SCOOT MODULE AND AN ADDITIONAL LICENSE IS NECESSARY. PROVIDE SCOOT SYSTEM DETECTORS LAYOUT PER MANUFACTURER'S RECOMMENDATIONS FOR CITY OF RENTON VERIFICATION. NEW INSTALLATION INCLUDES INTERSECTION SET UP/ CONFIGURATION/ PROGRAMMING IN TACTICS (SIGNAL MANAGEMENT SYSTEM) AND SCOOT (ADAPTIVE SYSTEM) BY VENDOR IS REQUIRED. CITY OF RENTON DOES NOT SET UP OR CONFIGURE NEW SCOOT SIGNAL. VENDOR TO COORDINATE WITH TRANSPORTATION MAINTENANCE MANAGER FOR INSTALLATION. SCOOT INTERSECTION DISPLAY MAP SHALL BE CREATED IN CITY OF RENTON SCOOT SYSTEM. SCOOT AREA MAP SHALL BE UPDATED TO SHOW THIS NEW SIGNAL ON THE CORRIDOR. THE SCOOT INTERSECTION NODE ARCHITECTURE DIAGRAM AND DATABASE DESIGN DIAGRAM SHALL BE PROVIDED TO CITY OF RENTON PUBLIC WORKS TRANSPORTATION OPERATIONS. 06/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-4214120 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ j e g _ o s u n a p \ d 0 6 0 1 3 8 9 \ 1 T S 1 . 5 0 . d w g | L a y o u t : 1 T S 1 . 0 8 B PL O T T E D : J u n 1 1 , 2 0 2 4 - 1 2 : 4 4 : 5 0 p m B y O s u n a P XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - D R _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; X - A L I G N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473 MA R K F . WEGE N E RSTATE O F WASHING T O N 41141REGISTER E D P R O FESSIONAL E N G INEER K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT POLE SCHEDULE 108TH AVE SE & SE 180TH ST 1TS1.08B 405 J. DOWDS BENNETT P. OSUNA R. JAHNS SIGNAL POLE CHART FIELD LOCATION TYPE MAST ARM LENGTH (FT) MOUNTING HEIGHT (FT) SIGNAL MAST ARM DATA LUMINAIRE ARM (FT)POLE ATTACHMENT POINT ANGLES (deg)FOUNDATION DEPTHS (FT) *REMARKSOFFSET DISTANCE - Z(FT) (POLE CENTERLINE TO ATTACHMENT POINT)WINDLOAD AREAS - XY (FT)²(X)(Y)(Z) = TOTAL (FT)³POLE #STATION OFFSET LT.RT.P.O.A.A1 A2 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 C D E1 F1 F2 G1 G2 H I1 I2 3' RD.3' SQ.4' RD. 14 + 11.1 50.2'X 90 III 30 18.5 30 19 16.5 25 11 3 9.2 9.2 9 11.6 20 827 90 90 90 0 270 90 0 EXISTING P.O.A. MEASURED FROM 108TH-LINE1 POLE AND MAST ARM PER MANUFACTURER'S PLANS. MANUFACTURER'S PLANS SHALL BE SIGNED AND STAMPED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER. ELECTRICAL CURBSTANDARD FOUNDATION GG i ii 3' - 6" MEASURED FROM SIDEWALK SURFACE TO CENTER OF PEDESTRIAN PUSH BUTTON 8 3 II PPBPPB II, III, SD N/A J-21.15 J-20.16 J-21.10 J-21.10 J-20.15 3 II 8 8 8 LUMINAIRE MAST ARM X Y Z (ft ) MAST ARM LENGTH X Y Z (ft ) FIXED BREAKAWAY PS I J-20.10 J-20.15 J-20.10 J-20.15 J-26.10, J-26.15 J- 2 0 . 1 1 N/A J-20.10 J-20.20 J-21.20 N/A 7 40'45'50' MAX. 4 SECTION 12"17.0' 20.9'22.0' 20.8'16.5' 53' - 180' MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO TOP OF ROADWAY G H I a e j j B10 B11a b d a B2 B3 B6 4 1 2 OR MIN. 17.5'19.2' 18.0'19.7' 16.5' SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY ALL i 85° E E FF G H I A1 12 ' - 0 " 10 ' - 0 " 8' - 0 " b c a gg B9 h i LIMITS OF VERTICAL CLEARANCE a b b B1 B4 B5 B7 ROADWAY 6 1 2 1 2 2 1 2 2 3 5 TYPE II, III & SD SIGNAL POLE k B8 2 3 4 3 2 90° 0° E2 E1 E2 ` 90° 90° E1 180° 270° ` ` a.VEHICLE DISPLAY b.MAST ARM MTD. SIGN c.STREET NAME SIGN d.PRE-EMPT DETECTOR e. POST MTD. SIGN f. LUMINAIRE g. PEDESTRIAN DISPLAY h. TERMINAL CABINET i. APS PUSH BUTTON j. HANDHOLE k. VIDEO DETECTION CAMERA l. PTZ CAMERA TYPE PPB PPB POST TYPE PS PED. HEAD POLE TYPE I VEHICLE HEAD POLE DMS OR VMS IS NOT ALLOWED ON THESE POLES. 8' - 0 " 8' - 0 " 10 ' - 0 " g g g g a MEASURE ATTACHMENT POINT ANGLES CLOCKWISE FROM POLE ORIENTATION LINE (E1 ATTACHMENT POINT) TO THE ATTACHMENT POINT LOCATION ATTACHMENT POINT ALL HANDHOLES AT 180^ FROM E1 ANCHOR BOLT PLATE LOCATION STATION POLE ORIENTATION LINE (E1 ATTACHMENT POINT) POLE ORIENTATION ANGLE (P.O.A.) DEGREES CLOCKWISE FROM OFFSET LINE TO POLE ORIENTATION LINE (E1 ATTACHMENT POINT) STANDARD TYPE POLE 27" 27"2 3 f l HORIZONTAL DISTANCE FROM SIGNAL HEAD TO STOP LINE 3 SECTION 12" 16' 14' 12' 10' 8' 6' 52.8 46.2 39.6 33.0 26.4 19.8 POLE ORIENTATION AND ATTACHMENT POINT R O A D W A Y O F F S E T L I N E D D WSDOT STANDARD PLAN REFERENCES POLE AND ALL RELATED HARDWARE / COMPONENTS SHALL BE PAINTED RAL 9005TX "JET BLACK" UNLESS OTHERWISE SPECIFIED BY CITY OF RENTON TRANSPORTATION ENGINEERING. NOTES 6 1 2 3 4 5 FOR HEADS ON NEW MAST ARMS, 3 SECTION HEADS SHALL USE TYPE L MOUNTING, 4 SECTION AND GREATER HEADS SHALL USE TYPE M MOUNTING COUPLING INSTALLED AT OFFSET INDICATED IN PLANS. FIELD INSTALLED. SIGN SIZES SHALL NOT EXCEED THE MAXIMUM VALUES LISTED AT RIGHT. LOCATION SHALL BE APPROVED BY CITY OF RENTON ENGINEER PRIOR TO INSTALLATION. VIDEO DETECTION CAMERA LOCATED BETWEEN THROUGH AND LEFT TURN LANE, OR CENTERED ON APPROACH IF LEFT TURN LANE DOES NOT EXIST. 1' - 0" MIN. TO 2' - 6" MAX. FROM POLE CENTERLINE TO SIGN EDGE. PLACEMENT SHALL BE 3' - 0" MIN. FROM FACE OF CURB OR EDGE OF SHOULDER TO FACE OF POLE. INSTALL IDENTIFICATION TAGS PER COR STD. PLAN 139. T-4214405 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 LUMINAIRE, MOUNTING, SHROUD AND ARM PER STD PLANS 117.1, 117.3 AND 118. LUMINAIRE ARM LENGTH PER DESIGN PLANS 06/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-4214121 31+00 32+00 UDUDUDUD UD C AFO AFO AFO AFO AFO AFO AFO AFO AFO AFO C: \ p w _ w o r k d i r \ d e n 0 0 3 \ j e g _ o s u n a p \ d 0 6 0 1 3 8 9 \ 1 T S 1 . 6 0 . d w g | L a y o u t : 1 T S 1 . 0 9 A PL O T T E D : J u n 1 1 , 2 0 2 4 - 1 2 : 4 6 : 4 5 p m B y O s u n a P XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; X - A L I G N . d w g ; X - D R _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473 MA R K F . WEGE N E RSTATE O F WASHING T O N 41141REGISTER E D P R O FESSIONAL E N G INEER K. CHANG YUEN AD-READY SUBMITTAL 108TH AVE SE (SR 515) (108TH-LINE) SE 1 8 6 T H S T RENTON SEGMENT HAWK SIGNAL PLAN 108TH AVE SE & SE 186TH ST 1TS1.09A 406 J. DOWDS BENNETT P. OSUNA R. JAHNS PHASE 1 CHANNEL A & B PRE-EMPTION SCHEDULE 10'20' SCALE: 1" = 20' 0' 13 14 EVP A 29 11 EVP B 12 28 S1 S2 1 1A 3 6 2A 8 2 7 3 42 3 4 5 1 28, 29 R R Y 12" 12" 11, 12, 13, 14 NEW SIGNAL HEADS NOTES: 1.FOR GENERAL NOTES AND SYMBOLOGY SEE 1TS1.00. 2.FOR SIGNAL POLE DETAILS SEE 1TS1.09C & COR STD. PLAN 138. 3.FOR CONDUIT RUN AND WIRING INFORMATION SEE 1TS1.09B AND 1TS1.09D. 4.FOR LIGHTING PLANS AND SERVICE BREAKER PANEL SCHEDULE DETAILS SEE 1L1.01. 5.FOR ITS PLANS AND DETAILS SEE 1I1.00. 6.FOR ELECTRICAL PLANS AND DETAILS SEE 1E1.01. 7.NEW VEHICLE SIGNAL HEADS 11, 12, 13 AND 14 SHALL BE INSTALLED WITH NEW MOUNTING TYPE "M" ON NEW MAST ARMS PER COR STD. PLAN 138. 8.NEW COUNTDOWN PEDESTRIAN SIGNAL HEADS 28 AND 29 SHALL BE INSTALLED WITH NEW MOUNTING TYPE "E" ON NEW POLE PER COR STD. PLAN 138. 9.SEE COR STD. PLAN 138 FOR HAWK INSTALLATION REQUIREMENTS AND DETAILS. STOP CROSSWALK ON RED R10-23 MOD (30" W x 48" H) S1 S2 SIGNS STOP ON FLASHING IF NO THEN PROCEED 5 21 PHASE DIAGRAM 1 CONSTRUCTION NOTES: CONSTRUCT FOUNDATION PER SIGNAL POLE CHART 1TS1.09C, COR STD. PLAN 138 AND WSDOT STD. PLANS J-26.10 AND J-26.15. TOP OF FOUNDATION SHALL BE FLUSH WITH GRADE. FURNISH AND INSTALL TYPE III SIGNAL POLE WITH 25' MAST ARM. FURNISH AND INSTALL TWO 3-SECTION HAWK SIGNAL HEADS, TWO EMERGENCY PRE-EMPTION DETECTOR AND ONE R10-23 MOD SIGN ON THE MAST ARM. FURNISH AND INSTALL PEDESTRIAN SIGNAL HEAD AND TERMINAL CABINET ON SIGNAL POLE. REFER TO LIGHTING PLANS FOR LUMINAIRE AND LUMINAIRE BRACKET ARM. FURNISH AND INSTALL TYPE PPB SIGNAL POST PER WSDOT STANDARD PLAN J-20.11 AND DETAIL 1TS1.09C. FURNISH AND INSTALL ONE APS PEDESTRIAN PUSH BUTTON WITH SIGN ON SIGNAL POLE. CONSTRUCT FOUNDATION PER SIGNAL POLE CHART 1TS1.09C, COR STD. PLAN 138 AND WSDOT STD. PLANS J-26.10 AND J-26.15 TOP OF FOUNDATION SHALL BE FLUSH WITH GRADE. FURNISH AND INSTALL TYPE III SIGNAL POLE WITH 25' MAST ARM. FURNISH AND INSTALL TWO 3-SECTION HAWK SIGNAL HEADS AND ONE R10-23 MOD SIGN ON THE MAST ARM. FURNISH AND INSTALL PEDESTRIAN SIGNAL HEAD AND TERMINAL CABINET ON SIGNAL POLE. REFER TO LIGHTING PLANS FOR LUMINAIRE AND LUMINAIRE BRACKET ARM. FURNISH AND INSTALL TYPE PPB SIGNAL POST PER WSDOT STANDARD PLAN J-20.11 AND DETAIL 1TS1.09C. FURNISH AND INSTALL ONE APS PEDESTRIAN PUSH BUTTON WITH SIGN ON SIGNAL POLE. FURNISH AND INSTALL A NEW TYPE 8 JUNCTION BOX PER WSDOT STD. PLAN J-40.30. CONSTRUCT JOINT CONTROLLER/SERVICE CABINET FOUNDATION PER CITY OF RENTON STANDARD PLANS 126.1 AND 126.2. INSTALL ALL CONTROLLER EQUIPMENT AND CONNECT FIELD WIRING. VERIFY FINAL LOCATION WITH THE ENGINEER IN THE FIELD PRIOR TO POURING THE FOUNDATION. INSTALL CONDUIT UNDER ROADWAY USING APPROVED DIRECTIONAL BORING METHOD. 1A 2 2A 3 4 5 T-4214406 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-4214122 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ j e g _ o s u n a p \ d 0 6 0 1 3 8 9 \ 1 T S 1 . 6 0 . d w g | L a y o u t : 1 T S 1 . 0 9 B PL O T T E D : J u n 1 1 , 2 0 2 4 - 1 2 : 4 6 : 5 0 p m B y O s u n a P XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; X - A L I G N . d w g ; X - D R _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473 MA R K F . WEGE N E RSTATE O F WASHING T O N 41141REGISTER E D P R O FESSIONAL E N G INEER K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT WIRING SCHEDULE 108TH AVE SE & SE 186TH ST 1TS1.09B 407 J. DOWDS BENNETT P. OSUNA R. JAHNS # WIRE SCHEDULE NO. CONDUIT SIZE PPB / LOOP PRE-EMPTION VEH HEAD / PED HEAD SERVICE STREET LIGHT GROUND NOTES 2C 3C 5C #6 AWG #8 AWG #6 AWG #8 AWG 1 2"2 1 2 2"2 1 3"1 SPARE 3 3"2 2 4 1 3"1 SPARE 4 3"2 2 1 2"2 1 5 1"1 1 6 3"1 2 1 2"2 1 3"1 SPARE 7 3"2 1 2"2 1 8 1"1 1 T-4214407 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-4214123 (4)1 1 2 "Ø- 2"Ø X L* GALVANIZED ANCHOR BOLTS C: \ p w _ w o r k d i r \ d e n 0 0 3 \ j e g _ o s u n a p \ d 0 6 0 1 3 8 9 \ 1 T S 1 . 6 0 . d w g | L a y o u t : 1 T S 1 . 0 9 C PL O T T E D : J u n 1 1 , 2 0 2 4 - 1 2 : 4 6 : 5 4 p m B y O s u n a P XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; X - A L I G N . d w g ; X - D R _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473 MA R K F . WEGE N E RSTATE O F WASHING T O N 41141REGISTER E D P R O FESSIONAL E N G INEER K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT POLE SCHEDULE 108TH AVE SE & SE 186TH ST 1TS1.09C 408 J. DOWDS BENNETT P. OSUNA R. JAHNS SIGNAL POLE CHART FIELD LOCATION TYPE MAST ARM LENGTH (FT) MOUNTING HEIGHT (FT) SIGNAL MAST ARM DATA LUMINAIRE ARM (FT)POLE ATTACHMENT POINT ANGLES (deg)FOUNDATION DEPTHS (FT) *REMARKSOFFSET DISTANCE - Z(FT) (POLE CENTERLINE TO ATTACHMENT POINT)WINDLOAD AREAS - XY (FT)²(X)(Y)(Z) = TOTAL (FT)³ **POLE #STATION OFFSET LT.RT.P.O.A.A1 A2 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 C D E1 E2 F G1 G2 H I1 I2 3' RD.3' SQ.4' RD. 30 + 55.6 36.7'X 0 III 25 18.5 35 25 22 14.5 18.5 8.3 10 8.3 1080.9 SEE LIGHTING PLAN 0 0 270 180 7'6'6' P.O.A. MEASURED FROM 108TH-LINE 30 + 64.1 35.4'X 0 PPB 270 30 + 68.4 37.1'X 0 III 25 18.5 35 25 22 14.5 18.5 8.3 10 8.3 1080.9 SEE LIGHTING PLAN 0 0 270 180 6' 30 + 61.1 34.3'X 0 PPB 90 *FOUNDATION DEPTH IS BASED ON DESIGN LATERAL BEARING PRESSURE OF 4500 PSF (RAPIDRIDE I-LINE GEOTECHNICAL ENGINEERING REPORT, PRE-FINAL JULY 2023) **ASSUMES ADDITIONAL 500 FT3 FOR FUTURE EQUIPMENT ON NEW SIGNAL STANDARDS. *** USE 3' SQ. FOUNDATION. 1 1A 2 2A POLE AND MAST ARM PER MANUFACTURER'S PLANS. MANUFACTURER'S PLANS SHALL BE SIGNED AND STAMPED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER. ELECTRICAL CURBSTANDARD FOUNDATION WSDOT STANDARD PLAN REFERENCES i i 3' - 6" MEASURED FROM SIDEWALK SURFACE TO CENTER OF PEDESTRIAN PUSH BUTTON 5 3 I PPBPPB II, III, SD N/A J-21.15 J-20.16 J-21.10 J-21.10 J-20.15 3 I 5 5 LUMINAIRE MAST ARM X Y Z (ft ) MAST ARM LENGTH X Y Z (ft ) FIXED BREAKAWAY PS I J-20.10 J-20.15 J-20.10 J-20.15 J-26.10, J-26.15 J- 2 0 . 1 1 N/A J-20.10 J-20.20 J-21.20 N/A 40'45'50' MAX. 20.9'22.0' 53' - 180' MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO TOP OF ROADWAY I e j jd 2 MIN. 17.5'19.2'16.5' SIGNAL HEAD DISPLAY VERTICAL CLEARANCE TO ROADWAY ALL 85° I 12 ' - 0 " 10 ' - 0 " 8' - 0 " g h i LIMITS OF VERTICAL CLEARANCE a b B5 ROADWAY 1 2 2 3 TYPE II, III & SD SIGNAL POLE NOTES 1 2 3 2 3 4 90° 0° E2 E1 E2 ` 90° 90° E1 180° 270° ` ` TYPE M MOUNTING COUPLING INSTALLED AT OFFSET INDICATED IN PLANS. FIELD INSTALLED. LOCATION SHALL BE APPROVED BY COR ENGINEER PRIOR TO INSTALLATION. SEE COR STANDARD PLAN 117.3. a.VEHICLE DISPLAY b.MAST ARM MTD. SIGN c.STREET NAME SIGN d.PRE-EMPT DETECTOR e. POST MTD. SIGN f. LUMINAIRE g. PEDESTRIAN DISPLAY h. TERMINAL CABINET i. APS PUSH BUTTON j. HANDHOLE TYPE PPB PPB POST TYPE PS PED. HEAD POLE 8' - 0 " g g MEASURE ATTACHMENT POINT ANGLES CLOCKWISE FROM POLE ORIENTATION LINE (E1 ATTACHMENT POINT) TO THE ATTACHMENT POINT LOCATION ATTACHMENT POINT ALL HANDHOLES AT 180^ FROM E1 ANCHOR BOLT PLATE LOCATION STATION POLE ORIENTATION LINE (E1 ATTACHMENT POINT) POLE ORIENTATION ANGLE (P.O.A.) DEGREES CLOCKWISE FROM OFFSET LINE TO POLE ORIENTATION LINE (E1 ATTACHMENT POINT) STANDARD TYPE POLE 27" 27" f HORIZONTAL DISTANCE FROM STOP LINE TO HAWK SIGNAL HEAD HAWK SIGNAL HEAD VERTICAL CLEARANCE 16' 14' 12' 10' 8' 6' 52.8 46.2 39.6 33.0 26.4 19.8 POLE ORIENTATION AND ATTACHMENT POINT R O A D W A Y O F F S E T L I N E POLE AND ALL RELATED HARDWARE / COMPONENTS SHALL BE PAINTED RAL 9005TX "JET BLACK" UNLESS OTHERWISE SPECIFIED BY CITY OF RENTON TRANSPORTATION ENGINEERING. *** 4 18" - 22" SQ 2 e a 1 18" - 22" BOLT CIRCLE 1.5" - 2" A36 STEEL PLATE *ANCHOR BOLT LENGTH SHALL BE DETERMINED BY POLE MANUFACTURER (4)STANDARD SLOTS ACCEPTING: B1 B2 B3 T-4214408 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 LUMINAIRE, MOUNTING, SHROUD AND ARM PER STD PLANS 117.1, 117.3 AND 118. LUMINAIRE ARM LENGTH PER DESIGN PLANS 06/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-4214124 31+00 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ j e g _ o s u n a p \ d 0 6 0 1 3 8 9 \ 1 T S 1 . 6 0 . d w g | L a y o u t : 1 T S 1 . 0 9 D PL O T T E D : J u n 1 1 , 2 0 2 4 - 1 2 : 4 7 : 4 2 p m B y O s u n a P XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; X - A L I G N . d w g ; X - D R _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473 MA R K F . WEGE N E RSTATE O F WASHING T O N 41141REGISTER E D P R O FESSIONAL E N G INEER K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT FIELD TERMINATION DIAGRAM 108TH AVE SE & SE 186TH ST 1TS1.09D 409 J. DOWDS BENNETT P. OSUNA R. JAHNS 12 SIGNAL POLE 2 RBOW 61 6 61 2 62 1 61 1 11 RRY 72 4 72 5 B W AP S P P B 2 8 SIGNAL POLE 2A 13 Y BA R E BL 5A 8 5A 3 5A 2 A 14 72 4 72 5 BWAP S P P B 2 9 SERVICE CABINET CONTROLLER CABINET 2 - #6 1 - 2C 2 - #8 (ILLUM) 2 - 5C 2 - # 8 ( I L L U M ) 1 - 2 C , 1 - 3 C , 2 - 5 C 1 - 2C 2 - 3C, 2 - 5C 2 - #8 (ILLUM) 2 - 2C, 2 - 3C, 4 - 5C SIGNAL POLE 1A SIGNAL POLE 1 NEW TYPE 8 JB REFER TO COR STD. PLAN 138.2 FOR HAWK SIGNAL TRAFFIC CONTROLLER TERMINATIONS PE D H E A D 2 9 PE D H E A D 2 8 NEW TYPE 8 JB 2 - #8 (ILLUM) RBOW 61 6 61 4 61 2 62 1 61 1 RRY R B O W 61 6 61 2 62 1 61 1 R R Y R B O W 61 6 61 2 62 1 61 1 R R Y 1 1A 2A 2 61 4 61 4 61 4 SP R H M 72 1 72 2 72 3 SP R B ORWG SP R HM 72 1 72 2 72 3 SP R BO RWG TRAFFIC CONTROLLER TERMINATIONS. 5A 1 O Y BA R E BL 5B 8 5B 3 5B 2B 5B 1 O TERMINATE TOGETHER SIGNAL HEADS 13 & 14 ON TERMINAL BLOCK IN TERMINAL CABINET. TERMINATE TOGETHER SIGNAL HEADS 11 & 12 ON TERMINAL BLOCK IN TERMINAL CABINET. T-4214409 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-4214125 SD 26+00 27+00 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ j e g _ o s u n a p \ d 0 6 0 1 3 8 9 \ 1 T S 1 . 7 0 . d w g | L a y o u t : 1 T S 1 . 1 0 A PL O T T E D : J u n 1 1 , 2 0 2 4 - 1 2 : 4 9 : 4 5 p m B y O s u n a P XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; X - A L I G N . d w g ; X - D R _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - I T S _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S I G N A L _ R E N T O N . d w g ; X - U T _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473 MA R K F . WEGE N E RSTATE O F WASHING T O N 41141REGISTER E D P R O FESSIONAL E N G INEER K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT SIGNAL PLAN TALBOT RD S & S 23RD ST 1TS1.10A 410 J. DOWDS BENNETT P. OSUNA R. JAHNS 1 CONSTRUCTION NOTES: PROTECT EXISTING SPEED LIMIT FLASHING BEACON POLE AND FOUNDATION IN PLACE. EXISTING JUNCTION BOX TO BE RESET, REFER TO UTILITY PLANS AND DETAILS. CONTRACTOR TO FIELD VERIFY WIRING AND THEN REMOVE EXISTING CONDUIT AND WIRING. EXISTING JUNCTION BOX TO REMAIN. PROTECT IN PLACE DURING CONSTRUCTION. EXISTING POLE AND EQUIPMENT TO REMAIN. PROTECT IN PLACE DURING CONSTRUCTION. EXISTING SERVICE CABINET TO REMAIN. PROTECT IN PLACE DURING CONSTRUCTION. EXISTING CONDUIT TO REMAIN. PROTECT IN PLACE DURING CONSTRUCTION. 2 1.FOR GENERAL NOTES AND SYMBOLOGY SEE 1TS1.00. 2.UPON COMPLETION OF CONDUIT AND WIRING REPLACEMENT AS SHOWN ON THIS PLAN, EXISTING LUMINAIRE, FLASHING BEACON AND CAMERA MUST BE FUNCTIONAL AS THEY ARE IN EXISTING CONDITIONS. WIRE SCHEDULE NO. CONDUIT SIZE SERVICE STREET LIGHT GROUND NOTES #6 AWG #8 AWG #6 AWG 1 2"2 2 1 THIS IS THE WIRING ASSUMED TO BE IN EXISTING CONDUIT. CONTRACTOR TO FIELD VERIFY AND REPLACE IN KIND. # 3 4 EXISTING JB EXISTING JB 2 - #6, 2 - #8 (ILLUM) FIELD TERMINATION DIAGRAM: 5 1 5 TALBOT RD S (TAL-21-LINE) S 2 3 R D S T NOTES: 2 4 5 4 1 EXISTING FLASHING BEACON POLE 1 20'40' SCALE: 1" = 40' 0' EXISTING WIRING EXISTING WIRING EXISTING WIRING 6 7 6 7 7 7 77 3 T-4214410 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 06/13/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-4214126 GENERAL SIGNING & STRIPING NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE MEASURED TO THE FACE OF CURB. 2.SEE SHEET 1C5.01 AND 1CD.01-1CD.02 FOR SIGNING AND STRIPING DETAILS. 3.SEE STATION PLANS FOR DETAILS AT METRO STATIONS. 4.SEE SIGNAL PLANS FOR SIGNING AT SIGNALIZED INTERSECTIONS AND CROSSINGS. 5.REFER TO CITY OF RENTON STD PLAN 109 FOR ADDITIONAL GENERAL PAVEMENT MARKING NOTES. 6.EXISTING SIGNS WITHIN THE PROJECT LIMITS NOT NOTED FOR REMOVAL SHALL BE PROTECTED IN PLACE UNLESS OTHERWISE APPROVED BY THE PROJECT REPRESENTATIVE. 7.NEW AND RELOCATED SIGN LOCATIONS TO BE VERIFIED IN THE FIELD BY PROJECT REPRESENTATIVE PRIOR TO INSTALLATION. STATIONS ARE APPROXIMATE TO THE CENTER OF POLE. 8.PROPOSED SIGNS TO BE INSTALLED PER CITY OF RENTON STANDARD PLANS. 9.SEE SITE PREPARATION PLANS FOR STRIPING REMOVALS. 10.ALL PAVEMENT MARKING MATERIAL TYPES SHALL BE INSTALLED PER CITY OF RENTON STANDARD PLAN 109. 11.ALL "BUS ONLY" AND BUS ZONE PAVEMENT MARKINGS ARE TO BE MMA AND MAINTAINED BY KING COUNTY METRO. LEGEND EXISTING SIGN PROPOSED SIGN STATION AREA C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 8 . 0 1 . d w g | L a y o u t : 1 C 8 . 0 0 PL O T T E D : J u n 1 0 , 2 0 2 4 - 0 9 : 0 1 : 4 5 a m B y C W I L C O X XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R O W _ P R O P . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT SIGNING & STRIPING GENERAL NOTES AND LEGEND 1C8.00 411 A. VILLAR C. WILCOX G. STEPHAN TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 T-4214411 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-4214127 1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES AND LEGEND. 2.SEE SHEET 1SS.01 FOR EXISTING AND PROPOSED SIGN SCHEDULE. YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10 YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10 WHITE LANE LINE PER WSDOT STD PLAN M-20.10 YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN M-20.10 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40 TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10 AND M-80.30 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40 PAINT CURB (COLOR AS NOTED) PAINT MEDIAN NOSE YELLOW WITH REFLECTIVE BEADS. BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01 CURB MOUNTED DELINEATOR POSTS PER DETAIL D ON SHEET 1CD.01 (COLOR AS NOTED) BIKE DETECTOR PAVEMENT MARKING PER DETAIL F ON SHEET 1CD.01 BUS ZONE PAINTING TO BE INSTALLED BY METRO PER DETAIL 1 ON METRO STANDARD PLAN D108 WHITE DOTTED EXTENSION LINE PER WSDOT STD PLAN M-20.10 PROTECT EXISTING SIGN RELOCATE MAILBOX INSTALL NEW SIGN (AS NOTED) RELOCATE SIGN PER CITY OF RENTON STD PLAN H027 REMOVE SIGN MODIFY SIGN WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10 STOP LINE MARKING PER WSDOT STD PLAN M-24.60 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M-40.10 1 2 SIGNING AND STRIPING NOTES GENERAL NOTES 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 23 24 25 26 27 28 29 30 31 32 33 22 56 9 6 0 0 - 0 0 6 5 56 9 6 0 0 - 0 1 2 0 56 9 6 0 0 - 0 0 8 0 56 9 6 0 0 - 0 0 5 5 56 9 6 0 0 - 0 0 3 0 72 4 3 3 0 - 0 0 0 0 56 9 6 0 0 - 0 2 0 0 10 + 0 0 11 + 0 0 10+00 11+00 12+00 13+00 14+00 S 2 N D S T RE N T O N T R A N S I T C E N T E R (2 N D - L I N E ) LOGAN AVE S (LOG-LINE) 29 29 E1-1 E1-2 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 8 . 0 1 . d w g | L a y o u t : 1 C 8 . 0 1 A PL O T T E D : J u n 1 0 , 2 0 2 4 - 0 9 : 0 2 : 1 6 a m B y C W I L C O X XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R O W _ P R O P . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT SIGNING & STRIPING PLAN 2ND 11+00 TO LOG 14+50 1C8.01A 412 A. VILLAR C. WILCOX G. STEPHAN 20'40' SCALE: 1" = 20' 0' TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 T-4214412 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-4214128 1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES AND LEGEND. 2.SEE SHEET 1SS.01 FOR EXISTING AND PROPOSED SIGN SCHEDULE. YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10 YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10 WHITE LANE LINE PER WSDOT STD PLAN M-20.10 YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN M-20.10 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40 TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10 AND M-80.30 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40 PAINT CURB (COLOR AS NOTED) PAINT MEDIAN NOSE YELLOW WITH REFLECTIVE BEADS. BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01 CURB MOUNTED DELINEATOR POSTS PER DETAIL D ON SHEET 1CD.01 (COLOR AS NOTED) BIKE DETECTOR PAVEMENT MARKING PER DETAIL F ON SHEET 1CD.01 BUS ZONE PAINTING TO BE INSTALLED BY METRO PER DETAIL 1 ON METRO STANDARD PLAN D108 WHITE DOTTED EXTENSION LINE PER WSDOT STD PLAN M-20.10 PROTECT EXISTING SIGN RELOCATE MAILBOX INSTALL NEW SIGN (AS NOTED) RELOCATE SIGN PER CITY OF RENTON STD PLAN H027 REMOVE SIGN MODIFY SIGN WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10 STOP LINE MARKING PER WSDOT STD PLAN M-24.60 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M-40.10 1 2 SIGNING AND STRIPING NOTES GENERAL NOTES 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 23 24 25 26 27 28 29 30 31 32 33 22569600-0030 784180-0025 172610-0000 784180-0005 000720-0060 784180-0015 000720-0060 11+0012+0013+0014+0015+0016+00 10+00 11 + 0 0 S 2ND ST MO R R I S A V E S (2ND-LINE) (M O R - L I N E ) 26 P2-1 21'19' CENTERLINE STRIPING BY OTHERS C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 8 . 0 1 . d w g | L a y o u t : 1 C 8 . 0 1 B PL O T T E D : J u n 1 0 , 2 0 2 4 - 0 9 : 0 3 : 3 6 a m B y C W I L C O X XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R O W _ P R O P . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT SIGNING & STRIPING PLAN 2ND 16+00 TO 2ND 11+00 1C8.01B 413 A. VILLAR C. WILCOX G. STEPHAN 20'40' SCALE: 1" = 20' 0' TR O - 4 1 - 4 2 1 4 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 T-4214413 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-4214129 722950-0072 0007200188 000720-0060 21+00 22+00 23+0024+0025+0026+00 S 2ND ST (2ND-LINE) LA K E A V E S 22 29 E3A-1 2ND 23+84.72, 17.47' RT 2ND 23+29.81, 17.52' RT 1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES AND LEGEND. 2.SEE SHEET 1SS.01 FOR EXISTING AND PROPOSED SIGN SCHEDULE. YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10 YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10 WHITE LANE LINE PER WSDOT STD PLAN M-20.10 YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN M-20.10 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40 TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10 AND M-80.30 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40 PAINT CURB (COLOR AS NOTED) PAINT MEDIAN NOSE YELLOW WITH REFLECTIVE BEADS. BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01 CURB MOUNTED DELINEATOR POSTS PER DETAIL D ON SHEET 1CD.01 (COLOR AS NOTED) BIKE DETECTOR PAVEMENT MARKING PER DETAIL F ON SHEET 1CD.01 BUS ZONE PAINTING TO BE INSTALLED BY METRO PER DETAIL 1 ON METRO STANDARD PLAN D108 WHITE DOTTED EXTENSION LINE PER WSDOT STD PLAN M-20.10 PROTECT EXISTING SIGN RELOCATE MAILBOX INSTALL NEW SIGN (AS NOTED) RELOCATE SIGN PER CITY OF RENTON STD PLAN H027 REMOVE SIGN MODIFY SIGN WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10 STOP LINE MARKING PER WSDOT STD PLAN M-24.60 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M-40.10 1 2 SIGNING AND STRIPING NOTES GENERAL NOTES 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 23 24 25 26 27 28 29 30 31 32 33 22 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 8 . 0 1 . d w g | L a y o u t : 1 C 8 . 0 1 C PL O T T E D : J u n 1 0 , 2 0 2 4 - 0 9 : 0 4 : 5 0 a m B y C W I L C O X XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R O W _ P R O P . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT SIGNING & STRIPING PLAN 2ND 26+00 TO 2ND 21+00 1C8.01C 414 A. VILLAR C. WILCOX G. STEPHAN 20'40' SCALE: 1" = 20' 0' TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 T-4214414 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024T-4214130 1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES AND LEGEND. 2.SEE SHEET 1SS.01 FOR EXISTING AND PROPOSED SIGN SCHEDULE. YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10 YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10 WHITE LANE LINE PER WSDOT STD PLAN M-20.10 YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN M-20.10 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40 TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10 AND M-80.30 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40 PAINT CURB (COLOR AS NOTED) PAINT MEDIAN NOSE YELLOW WITH REFLECTIVE BEADS. BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01 CURB MOUNTED DELINEATOR POSTS PER DETAIL D ON SHEET 1CD.01 (COLOR AS NOTED) BIKE DETECTOR PAVEMENT MARKING PER DETAIL F ON SHEET 1CD.01 BUS ZONE PAINTING TO BE INSTALLED BY METRO PER DETAIL 1 ON METRO STANDARD PLAN D108 WHITE DOTTED EXTENSION LINE PER WSDOT STD PLAN M-20.10 PROTECT EXISTING SIGN RELOCATE MAILBOX INSTALL NEW SIGN (AS NOTED) RELOCATE SIGN PER CITY OF RENTON STD PLAN H027 REMOVE SIGN MODIFY SIGN WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10 STOP LINE MARKING PER WSDOT STD PLAN M-24.60 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M-40.10 1 2 SIGNING AND STRIPING NOTES GENERAL NOTES 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 23 24 25 26 27 28 29 30 31 32 33 22 78 4 1 8 0 - 0 1 9 5 783980-0016 78 3 9 8 0 - 0 0 3 5 78 4 1 8 0 - 0 1 8 5 78 4 1 8 0 - 0 1 8 3 784080-0005 78 4 1 8 0 - 0 1 6 5 13 + 0 0 14 + 0 0 15 + 0 0 12+00 13+00 14+00 15+00 15+56 S 3 R D S T MORRIS AVE S (MOR-LINE) (3 R D - L I N E ) 26 26 28 26 17 17 17 P4-1 P4-2 E4-3 P4-3 P4-4 MOR 12+15.97, 20.02' RT MOR 13+45.97, 20.02' RT MOR 14+85.27, 20.03' RT MOR 11+50.97, 20.11' RT MOR 12+80.97, 20.09' RT MOR 14+20.26, 20.00' RT 26 28 28E4-2 P4-6 E4-1 P4-5 2626 22 ' 18 ' 11 ' 11 ' 11 ' 7 7 7 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 8 . 0 1 . d w g | L a y o u t : 1 C 8 . 0 1 D PL O T T E D : J u n 1 0 , 2 0 2 4 - 0 9 : 0 6 : 1 2 a m B y C W I L C O X XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R O W _ P R O P . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT SIGNING & STRIPING PLAN MOR 11+30 TO MOR 15+56 1C8.01D 415 A. VILLAR C. WILCOX G. STEPHAN 20'40' SCALE: 1" = 20' 0' CENTERLINE STRIPING BY OTHERS TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 T-4214415 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-4214131 78 4 0 8 0 - 0 0 1 0 78 4 0 8 0 - 0 0 2 0 78 4 0 8 0 - 0 0 3 0 78 4 0 8 0 - 0 0 3 5 784180-0140 78 4 1 8 0 - 0 1 5 5 784130-0005 78 4 1 3 0 - 0 0 1 5 784130-0020 000720-0157 784180-0115 78 4 1 8 0 - 0 1 2 5 15+0016+0017+0018+0019+0020+00 S 3RD ST WH I T W O R T H A V E S (3RD-LINE) 29E4A-1 1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES AND LEGEND. 2.SEE SHEET 1SS.01 FOR EXISTING AND PROPOSED SIGN SCHEDULE. YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10 YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10 WHITE LANE LINE PER WSDOT STD PLAN M-20.10 YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN M-20.10 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40 TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10 AND M-80.30 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40 PAINT CURB (COLOR AS NOTED) PAINT MEDIAN NOSE YELLOW WITH REFLECTIVE BEADS. BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01 CURB MOUNTED DELINEATOR POSTS PER DETAIL D ON SHEET 1CD.01 (COLOR AS NOTED) BIKE DETECTOR PAVEMENT MARKING PER DETAIL F ON SHEET 1CD.01 BUS ZONE PAINTING TO BE INSTALLED BY METRO PER DETAIL 1 ON METRO STANDARD PLAN D108 WHITE DOTTED EXTENSION LINE PER WSDOT STD PLAN M-20.10 PROTECT EXISTING SIGN RELOCATE MAILBOX INSTALL NEW SIGN (AS NOTED) RELOCATE SIGN PER CITY OF RENTON STD PLAN H027 REMOVE SIGN MODIFY SIGN WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10 STOP LINE MARKING PER WSDOT STD PLAN M-24.60 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M-40.10 1 2 SIGNING AND STRIPING NOTES GENERAL NOTES 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 23 24 25 26 27 28 29 30 31 32 33 22 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 8 . 0 1 . d w g | L a y o u t : 1 C 8 . 0 1 E PL O T T E D : J u n 1 0 , 2 0 2 4 - 0 9 : 0 7 : 2 8 a m B y C W I L C O X XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R O W _ P R O P . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT SIGNING & STRIPING PLAN 3RD 20+00 TO 3RD 15+00 1C8.01E 416 A. VILLAR C. WILCOX G. STEPHAN 20'40' SCALE: 1" = 20' 0' TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 T-4214416 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-4214132 000720-0165 000720-0124 000720-0199 000720-0101 182305-9063 1 5 + 0 0 1 6 + 0 0 1 7 + 0 0 25+0026+0027+0028+0029+0029+66 S 3RD ST (3RD-LINE) 22 29 R A I N I E R A V E S ( R A I - L I N E ) E4B-1 3RD 26+47.67, 21.89' LT 3RD 25+92.67, 22.34' LT 1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES AND LEGEND. 2.SEE SHEET 1SS.01 FOR EXISTING AND PROPOSED SIGN SCHEDULE. YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10 YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10 WHITE LANE LINE PER WSDOT STD PLAN M-20.10 YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN M-20.10 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40 TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10 AND M-80.30 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40 PAINT CURB (COLOR AS NOTED) PAINT MEDIAN NOSE YELLOW WITH REFLECTIVE BEADS. BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01 CURB MOUNTED DELINEATOR POSTS PER DETAIL D ON SHEET 1CD.01 (COLOR AS NOTED) BIKE DETECTOR PAVEMENT MARKING PER DETAIL F ON SHEET 1CD.01 BUS ZONE PAINTING TO BE INSTALLED BY METRO PER DETAIL 1 ON METRO STANDARD PLAN D108 WHITE DOTTED EXTENSION LINE PER WSDOT STD PLAN M-20.10 PROTECT EXISTING SIGN RELOCATE MAILBOX INSTALL NEW SIGN (AS NOTED) RELOCATE SIGN PER CITY OF RENTON STD PLAN H027 REMOVE SIGN MODIFY SIGN WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10 STOP LINE MARKING PER WSDOT STD PLAN M-24.60 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M-40.10 1 2 SIGNING AND STRIPING NOTES GENERAL NOTES 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 23 24 25 26 27 28 29 30 31 32 33 22 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 8 . 0 1 . d w g | L a y o u t : 1 C 8 . 0 1 F PL O T T E D : J u n 1 0 , 2 0 2 4 - 0 9 : 0 8 : 4 6 a m B y C W I L C O X XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R O W _ P R O P . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT SIGNING & STRIPING PLAN 3RD 29+66 TO 3RD 25+00 1C8.01F 417 A. VILLAR C. WILCOX G. STEPHAN 20'40' SCALE: 1" = 20' 0' TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 T-4214417 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-4214133 182305-9118 182305-9189 182305-9169 000720-0209 22+00 23+00 24+00 25+00 26+00 27+00RAINIER AVE S (RAI-LINE) 22 22 29 29 E4C-1 E4C-2 RAI 23+67.88, 37.30' RT RAI 25+83.95, 47.47' LT RAI 23+12.88, 37.64' RT RAI 26+38.88, 45.08' LT 1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES AND LEGEND. 2.SEE SHEET 1SS.01 FOR EXISTING AND PROPOSED SIGN SCHEDULE. YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10 YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10 WHITE LANE LINE PER WSDOT STD PLAN M-20.10 YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN M-20.10 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40 TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10 AND M-80.30 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40 PAINT CURB (COLOR AS NOTED) PAINT MEDIAN NOSE YELLOW WITH REFLECTIVE BEADS. BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01 CURB MOUNTED DELINEATOR POSTS PER DETAIL D ON SHEET 1CD.01 (COLOR AS NOTED) BIKE DETECTOR PAVEMENT MARKING PER DETAIL F ON SHEET 1CD.01 BUS ZONE PAINTING TO BE INSTALLED BY METRO PER DETAIL 1 ON METRO STANDARD PLAN D108 WHITE DOTTED EXTENSION LINE PER WSDOT STD PLAN M-20.10 PROTECT EXISTING SIGN RELOCATE MAILBOX INSTALL NEW SIGN (AS NOTED) RELOCATE SIGN PER CITY OF RENTON STD PLAN H027 REMOVE SIGN MODIFY SIGN WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10 STOP LINE MARKING PER WSDOT STD PLAN M-24.60 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M-40.10 1 2 SIGNING AND STRIPING NOTES GENERAL NOTES 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 23 24 25 26 27 28 29 30 31 32 33 22 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 8 . 0 1 . d w g | L a y o u t : 1 C 8 . 0 1 G PL O T T E D : J u n 1 0 , 2 0 2 4 - 0 9 : 1 0 : 0 8 a m B y C W I L C O X XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R O W _ P R O P . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT SIGNING & STRIPING PLAN RAI 22+00 TO RAI 27+00 1C8.01G 418 A. VILLAR C. WILCOX G. STEPHAN 20'40' SCALE: 1" = 20' 0' TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 T-4214418 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-4214134 182 3 0 5 - 9 2 5 8 1 8 2 3 0 5 - 9 1 2 3 1 8 2 3 0 5 - 9 2 5 8 39+75 35+00 36+00 37+00 38+00 39+00 10+00 1 1 + 0 0 RAINIER AVE S (RAI-LINE) 29E4D-1 1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES AND LEGEND. 2.SEE SHEET 1SS.01 FOR EXISTING AND PROPOSED SIGN SCHEDULE. YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10 YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10 WHITE LANE LINE PER WSDOT STD PLAN M-20.10 YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN M-20.10 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40 TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10 AND M-80.30 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40 PAINT CURB (COLOR AS NOTED) PAINT MEDIAN NOSE YELLOW WITH REFLECTIVE BEADS. BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01 CURB MOUNTED DELINEATOR POSTS PER DETAIL D ON SHEET 1CD.01 (COLOR AS NOTED) BIKE DETECTOR PAVEMENT MARKING PER DETAIL F ON SHEET 1CD.01 BUS ZONE PAINTING TO BE INSTALLED BY METRO PER DETAIL 1 ON METRO STANDARD PLAN D108 WHITE DOTTED EXTENSION LINE PER WSDOT STD PLAN M-20.10 PROTECT EXISTING SIGN RELOCATE MAILBOX INSTALL NEW SIGN (AS NOTED) RELOCATE SIGN PER CITY OF RENTON STD PLAN H027 REMOVE SIGN MODIFY SIGN WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10 STOP LINE MARKING PER WSDOT STD PLAN M-24.60 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M-40.10 1 2 SIGNING AND STRIPING NOTES GENERAL NOTES 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 23 24 25 26 27 28 29 30 31 32 33 22 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 8 . 0 1 . d w g | L a y o u t : 1 C 8 . 0 1 H PL O T T E D : J u n 1 0 , 2 0 2 4 - 0 9 : 1 1 : 2 8 a m B y C W I L C O X XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R O W _ P R O P . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT SIGNING & STRIPING PLAN RAI 35+00 TO 7TH 11+00 1C8.01H 419 A. VILLAR C. WILCOX G. STEPHAN 20'40' SCALE: 1" = 20' 0' S 7 T H S T ( 7 T H - L I N E ) TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 T-4214419 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-4214135 182305-9133 192305-9031 11+00 12+00 13+00 14+00S 7TH ST (7TH-LINE) 29E4E-1 1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES AND LEGEND. 2.SEE SHEET 1SS.01 FOR EXISTING AND PROPOSED SIGN SCHEDULE. YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10 YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10 WHITE LANE LINE PER WSDOT STD PLAN M-20.10 YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN M-20.10 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40 TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10 AND M-80.30 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40 PAINT CURB (COLOR AS NOTED) PAINT MEDIAN NOSE YELLOW WITH REFLECTIVE BEADS. BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01 CURB MOUNTED DELINEATOR POSTS PER DETAIL D ON SHEET 1CD.01 (COLOR AS NOTED) BIKE DETECTOR PAVEMENT MARKING PER DETAIL F ON SHEET 1CD.01 BUS ZONE PAINTING TO BE INSTALLED BY METRO PER DETAIL 1 ON METRO STANDARD PLAN D108 WHITE DOTTED EXTENSION LINE PER WSDOT STD PLAN M-20.10 PROTECT EXISTING SIGN RELOCATE MAILBOX INSTALL NEW SIGN (AS NOTED) RELOCATE SIGN PER CITY OF RENTON STD PLAN H027 REMOVE SIGN MODIFY SIGN WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10 STOP LINE MARKING PER WSDOT STD PLAN M-24.60 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M-40.10 1 2 SIGNING AND STRIPING NOTES GENERAL NOTES 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 23 24 25 26 27 28 29 30 31 32 33 22 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 8 . 0 1 . d w g | L a y o u t : 1 C 8 . 0 1 I PL O T T E D : J u n 1 0 , 2 0 2 4 - 0 9 : 1 2 : 4 6 a m B y C W I L C O X XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R O W _ P R O P . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT SIGNING & STRIPING PLAN 7TH 11+00 TO 7TH 14+00 1C8.01I 420 A. VILLAR C. WILCOX G. STEPHAN 20'40' SCALE: 1" = 20' 0' TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 T-4214420 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-4214136 1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES AND LEGEND. 2.SEE SHEET 1SS.01 FOR EXISTING AND PROPOSED SIGN SCHEDULE. YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10 YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10 WHITE LANE LINE PER WSDOT STD PLAN M-20.10 YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN M-20.10 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40 TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10 AND M-80.30 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40 PAINT CURB (COLOR AS NOTED) PAINT MEDIAN NOSE YELLOW WITH REFLECTIVE BEADS. BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01 CURB MOUNTED DELINEATOR POSTS PER DETAIL D ON SHEET 1CD.01 (COLOR AS NOTED) BIKE DETECTOR PAVEMENT MARKING PER DETAIL F ON SHEET 1CD.01 BUS ZONE PAINTING TO BE INSTALLED BY METRO PER DETAIL 1 ON METRO STANDARD PLAN D108 WHITE DOTTED EXTENSION LINE PER WSDOT STD PLAN M-20.10 PROTECT EXISTING SIGN RELOCATE MAILBOX INSTALL NEW SIGN (AS NOTED) RELOCATE SIGN PER CITY OF RENTON STD PLAN H027 REMOVE SIGN MODIFY SIGN WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10 STOP LINE MARKING PER WSDOT STD PLAN M-24.60 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M-40.10 1 2 SIGNING AND STRIPING NOTES GENERAL NOTES 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 23 24 25 26 27 28 29 30 31 32 33 22 19 2 3 0 5 - 9 1 0 1 192305-9102 192305-9103 192305-9032 18+29 17+0 0 18 + 0 0 10+00 11+00 12+00 13+00 14+00S GRADY WAY LAK E A V E S (LA K - L I N E ) (GRA-LINE) 27 26 26 5 30 5 6 6 11 30 5 P5-3P5-1 E5-1 R48' R50' 11 ' 12 ' GRA 12+10.81, 28.61' LT GRA 10+73.91, 28.82' LT GRA 10+53.65, 77.63' LT GRA 10+37.14, 29.66' RT GRA 13+80.92, 28.63' RT GRA 10+84.10, 41.36' LT GRA 10+55.88, 40.63' LT GRA 10+65.76, 36.02' LT GRA 10+59.08, 46.01' LT GRA 10+53.77, 28.81' LT P5-2 13 3 11 ' 2 1 GRA 10+60.00, 18.05' LT 10' 10' R94' GRA 10+39.76, 61.48' LT GRA 10+43.54, 61.31' LT GRA 10+51.98, 36.01' LT GRA 10+47.24, 46.01' LT 27P5-4 E5-2 LAK 17+21.22, 1.37' LT LAK 16+98.09, 1.29' LT LAK 16+74.12, 1.82' LT 13 20'GRA 11+46.74, 34.12' LT GRA 10+88.83, 34.67' RT C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 8 . 0 1 . d w g | L a y o u t : 1 C 8 . 0 1 PL O T T E D : J u n 1 0 , 2 0 2 4 - 0 9 : 1 3 : 5 9 a m B y C W I L C O X XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R O W _ P R O P . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT SIGNING & STRIPING PLAN GRA 10+00 TO GRA 14+00 1C8.01 421 A. VILLAR C. WILCOX G. STEPHAN 20'40' SCALE: 1" = 20' 0' TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 T-4214421 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-4214137 1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES AND LEGEND. 2.SEE SHEET 1SS.01 FOR EXISTING AND PROPOSED SIGN SCHEDULE. YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10 YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10 WHITE LANE LINE PER WSDOT STD PLAN M-20.10 YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN M-20.10 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40 TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10 AND M-80.30 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40 PAINT CURB (COLOR AS NOTED) PAINT MEDIAN NOSE YELLOW WITH REFLECTIVE BEADS. BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01 CURB MOUNTED DELINEATOR POSTS PER DETAIL D ON SHEET 1CD.01 (COLOR AS NOTED) BIKE DETECTOR PAVEMENT MARKING PER DETAIL F ON SHEET 1CD.01 BUS ZONE PAINTING TO BE INSTALLED BY METRO PER DETAIL 1 ON METRO STANDARD PLAN D108 WHITE DOTTED EXTENSION LINE PER WSDOT STD PLAN M-20.10 PROTECT EXISTING SIGN RELOCATE MAILBOX INSTALL NEW SIGN (AS NOTED) RELOCATE SIGN PER CITY OF RENTON STD PLAN H027 REMOVE SIGN MODIFY SIGN WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10 STOP LINE MARKING PER WSDOT STD PLAN M-24.60 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M-40.10 1 2 SIGNING AND STRIPING NOTES GENERAL NOTES 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 23 24 25 26 27 28 29 30 31 32 33 22 192305-9043 192305-9096 192305-9032 14+00 15+00 16+00 17+00 18+00 19+00 S GRADY WAY SH A T T U C K A V E S (GRA-LINE) 27 26 26 26 26 12 12 5 5 6 6 6 27 E6-1 P6-4 P6-1 P6-2 P6-3 E6-2 11 ' 13 ' 13 ' 11 ' GRA 14+82.61, 44.32' RT GRA 14+89.60, 28.48' LT GRA 15+83.59, 43.70' LT GRA 15+81.02, 27.50' RT GRA 16+81.58, 28.39' LT GRA 15+61.81, 45.36' RT GRA 15+71.75, 44.66' RT GRA 15+76.86, 48.28' LT GRA 15+66.81, 50.05' LTGRA 15+05.15, 47.56' LT GRA 14+94.84, 45.79' LT GRA 14+87.33, 47.30' RT GRA 14+96.51, 58.30' RT P6-5 13 13 13 13 3 11 ' GRA 14+89.57, 18.06' LT GRA 15+26.40, 83.51' LT GRA 15+48.91, 86.15' LT 11 ' 3 3 GRA 15+41.18, 87.93' RT 3 3 GRA 15+07.57, 57.69' LT GRA 15+66.13, 60.03' LT GRA 15+59.74, 55.44' RT P6-6 GRA 15+83.71, 5.46' LT GRA 15+43.75, 61.09' RT GRA 15+32.18, 61.26' RT GRA 15+56.73, 60.26' RTGRA 14+97.29, 48.03' RT GRA 14+86.61, 6.60' LT GRA 15+11.41, 62.88' LT GRA 15+37.21, 63.99' LT GRA 15+84.34, 17.50' LT GRA 15+84.29, 28.43' LT 12 25 LF 1252 LF 1224 LF 12 38 LF GRA 15+93.23, 34.58' RT GRA 14+58.72, 34.09' RT GRA 14+68.24, 34.25' LT GRA 16+09.14, 33.60' LT RENTON SEGMENT SIGNING & STRIPING PLAN GRA 14+00 TO GRA 19+00 1C8.02 422 A. VILLAR C. WILCOX G. STEPHAN 20'40' SCALE: 1" = 20' 0' TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 T-4214422 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 8 . 0 1 . d w g | L a y o u t : 1 C 8 . 0 2 PL O T T E D : J u n 1 0 , 2 0 2 4 - 0 9 : 1 5 : 1 3 a m B y C W I L C O X XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R O W _ P R O P . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-4214138 Condition of Approval #14 Install stop bar to southern edge of WBTL. 1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES AND LEGEND. 2.SEE SHEET 1SS.01 FOR EXISTING AND PROPOSED SIGN SCHEDULE. YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10 YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10 WHITE LANE LINE PER WSDOT STD PLAN M-20.10 YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN M-20.10 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40 TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10 AND M-80.30 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40 PAINT CURB (COLOR AS NOTED) PAINT MEDIAN NOSE YELLOW WITH REFLECTIVE BEADS. BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01 CURB MOUNTED DELINEATOR POSTS PER DETAIL D ON SHEET 1CD.01 (COLOR AS NOTED) BIKE DETECTOR PAVEMENT MARKING PER DETAIL F ON SHEET 1CD.01 BUS ZONE PAINTING TO BE INSTALLED BY METRO PER DETAIL 1 ON METRO STANDARD PLAN D108 WHITE DOTTED EXTENSION LINE PER WSDOT STD PLAN M-20.10 PROTECT EXISTING SIGN RELOCATE MAILBOX INSTALL NEW SIGN (AS NOTED) RELOCATE SIGN PER CITY OF RENTON STD PLAN H027 REMOVE SIGN MODIFY SIGN WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10 STOP LINE MARKING PER WSDOT STD PLAN M-24.60 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M-40.10 1 2 SIGNING AND STRIPING NOTES GENERAL NOTES 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 23 24 25 26 27 28 29 30 31 32 33 22 192305-9070 192305-9023 192305-9070 19+00 20+00 21+00 22+00 23+00 24+00S GRADY WAY (GRA-LINE) S GRADY WAY (GRA-LINE) 27 27 26 26 26 26 26 26 18 17 5 6 6 17 5 63 5 28 27 P7-1 P7-4 E7-4 P7-6 P7-2 P7-7 P7-3 P7-5 E7-1 E7-3 E7-2 12 ' 11 ' 13 ' 11 ' 11 ' GRA 23+55.27, 27.50' RT GRA 23+09.43, 51.00' RT GRA 23+30.20, 40.23' LT GRA 24+48.04, 41.86' LT GRA 24+46.29, 27.50' RT GRA 23+85.78, 41.89' LT GRA 23+63.71, 51.00' RT GRA 24+26.24, 39.50' RT P7-8 P7-9 P7-10 13 13 11 ' 3 13 26 GRA 24+58.77, 45.33' LTGRA 24+48.80, 31.31' LT 18 GRA 24+44.82, 6.66' LT GRA 24+46.77, 38.73' RT GRA 20+40.87, 34.39' LT GRA 20+43.20, 33.63' RT GRA 23+11.90, 48.57' RT GRA 23+66.04, 48.48' RT 20(WHITE) C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 8 . 0 1 . d w g | L a y o u t : 1 C 8 . 0 3 PL O T T E D : J u n 1 0 , 2 0 2 4 - 0 9 : 1 7 : 5 4 a m B y C W I L C O X XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R O W _ P R O P . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT SIGNING & STRIPING PLAN GRA 19+00 TO GRA 24+00 1C8.03 423 A. VILLAR C. WILCOX G. STEPHAN 20'40' SCALE: 1" = 20' 0' TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 T-4214423 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-4214139 1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES AND LEGEND. 2.SEE SHEET 1SS.01 FOR EXISTING AND PROPOSED SIGN SCHEDULE. YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10 YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10 WHITE LANE LINE PER WSDOT STD PLAN M-20.10 YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN M-20.10 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40 TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10 AND M-80.30 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40 PAINT CURB (COLOR AS NOTED) PAINT MEDIAN NOSE YELLOW WITH REFLECTIVE BEADS. BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01 CURB MOUNTED DELINEATOR POSTS PER DETAIL D ON SHEET 1CD.01 (COLOR AS NOTED) BIKE DETECTOR PAVEMENT MARKING PER DETAIL F ON SHEET 1CD.01 BUS ZONE PAINTING TO BE INSTALLED BY METRO PER DETAIL 1 ON METRO STANDARD PLAN D108 WHITE DOTTED EXTENSION LINE PER WSDOT STD PLAN M-20.10 PROTECT EXISTING SIGN RELOCATE MAILBOX INSTALL NEW SIGN (AS NOTED) RELOCATE SIGN PER CITY OF RENTON STD PLAN H027 REMOVE SIGN MODIFY SIGN WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10 STOP LINE MARKING PER WSDOT STD PLAN M-24.60 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M-40.10 1 2 SIGNING AND STRIPING NOTES GENERAL NOTES 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 23 24 25 26 27 28 29 30 31 32 33 22 PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL P 91 5 4 6 0 - 0 0 0 5 915460-0010 192305- 9 0 2 3 24 + 0 0 25 + 0 0 26 + 0 0 27 + 0 0 10+0010+00 11+00 12+00 13+00 14+00 S G R A D Y WA Y TALBOT RD S (TAL-B-LINE) (G R A - L I N E ) 33 LF 16 LF 55 LF 16 LF 27 27 26 26 26 26 5 1 9 12 12 3 6 3 8 14 10 8 8 8 14 10 8 8 8 14 10 8 8 7 3 5 6 18 12 12 12 5 6 3 5 9 12 5 18 18 28 E7 - 4 P8-1 P8-2 P8-4 P8-3 E8-1 E8-2 R653' R664' R675' R687' 11 ' 11 ' 11 ' 11 ' 12 ' 12 ' 11 ' 12 ' 11'11' 11' TAL-B 10+55.26, 44.66' RT TAL-B 11+58.95, 31.14' LT TAL-B 10+47.34, 48.74' LT TAL-B 10+37.38, 61.44' LT TAL-B 13+15.00, 1.50' RT TAL-B 13+57.26, 9.37' LT TAL-B 13+57.31, 20.37' LT TAL-B 10+55.74, 24.09' RT TAL-B 12+64.29, 25.33' RT TAL-B 12+12.32, 36.72' RT TAL-B 12+64.10, 37.09' RT GRA 24+48.04, 41.86' LT GRA 24+46.29, 27.50' RT GRA 24+72.25, 57.34' LT GRA 24+18.79, 57.49' RT GRA 24+36.15, 44.21' RT TAL-B 12+06.13, 47.32' RT TAL-B 13+53.77, 45.31' LT TAL-B 13+63.92, 55.90' LT TAL-B 13+59.55, 23.93' LT TAL-B 13+63.40, 15.19' LT TAL-B 13+64.11, 3.79' LT TAL-B 13+64.51, 4.65' RT TAL-B 13+31.90, 35.11' LT TAL-B 12+34.84, 5.83' RT TAL-B 12+35.08, 4.93' LT TAL-B 12+35.43, 15.26' LT TAL-B 12+34.84, 25.17' LTTAL-B 12+34.49, 37.52' LT TAL-B 10+79.83, 5.78' RT TAL-B 10+80.18, 4.98' LT TAL-B 10+80.66, 15.30' LT TAL-B 10+81.10, 26.12' LT TAL-B 10+81.40, 38.33' LT TAL-B 13+88.23, 90.46' LT TAL-B 13+76.90, 68.24' LT GRA 23+85.78, 41.89' LT TAL-B 13+07.12, 40.81' LT 12 GRA 24+61.69, 40.24' RT GRA 24+71.99, 44.05' RT GRA 24+45.49, 74.21' RT GRA 24+39.06, 69.06' RT TAL-B 10+94.53, 37.09' RT TAL-B 10+95.94, 42.80' RT TAL-B 11+34.10, 35.78' RT GRA 24+26.24, 39.50' RT GRA 24+37.57, 38.55' RT P7 - 1 0 P8-5 13 3 GRA 24+87.82, 78.07' LT TAL-B 10+25.03, 61.32' LT 3 20 GRA 24+58.77, 45.33' LT 6.7' TYP R664' TAL-B 10+14.08, 61.21' LT GRA 25+93.88, 29.34' LT GRA 26+62.80, 29.24' LT GRA 25+88.70, 40.14' LT GRA 25+77.59, 44.07' LT 12 GRA 25+45.36, 81.34' LT GRA 25+45.30, 65.56' LT GRA 25+65.34, 53.46' LT 3 43 LF 12 3 TAL-B 13+57.52, 30.29' LT (WHITE) GRA 26+96.15, 17.75' LT GRA 26+84.22, 6.45' LT END 25:1 TAPER GRA 26+99.88, 17.09' RT END 25:1 TAPER GRA 26+74.26, 25.70' RT GRA 26+91.46, 5.25' RT END 25:1 TAPER 18 GRA 24+77.01, 68.20' LT 12 GRA 24+77.96, 73.43' LT GRA 25+33.27, 71.32' LT 35 LF 1211 LF 12 GRA 25+93.97, 18.32' LT GRA 25+93.82, 7.54' LT GRA 25+58.48, 64.83' LT TAL-B 10+45.08, 50.51' LT TAL-B 11+61.45, 40.50' LT TAL-B 10+62.11, 9.36' LT TAL-B 10+61.72, 1.64' RT TAL-B 10+62.50, 20.36' LT TAL-B 10+65.12, 31.34' LT GRA 24+48.80, 31.31' LT 18 20 YELLOW TAL-B 10+03.28, 66.42' LT GRA 25+93.91, 39.51' LT GRA 25+25.78, 82.79' LT GRA 25+22.22, 71.80' LT GRA 25+13.69, 72.15' LT GRA 24+84.66, 84.93' LT 9 8 GRA 24+44.82, 6.66' LT GRA 24+46.77, 38.73' RT GRA 24+51.72, 38.80' RT TAL-B 10+61.31, 13.12' RT TAL-B 13+81.56, 61.27' LT GRA 26+74.52, 14.70' RT BEGIN 25:1 TAPER GRA 26+75.05, 7.29' LT BEGIN 25:1 TAPER GRA 26+74.79, 3.71' RT BEGIN 25:1 TAPER GRA 24+57.37, 58.68' RT GRA 24+50.96, 53.51' RT GRA 24+27.23, 36.10' LT TAL-B 11+81.16, 42.64' RT TAL-B 14+90.16, 38.39' RT TAL-B 10+33.67, 74.94' LT TAL-B 11+56.14, 47.39' RT (WHITE) 20(WHITE) 20 20 (W H I T E ) C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 8 . 0 1 . d w g | L a y o u t : 1 C 8 . 0 4 PL O T T E D : J u n 1 0 , 2 0 2 4 - 0 9 : 1 7 : 5 4 a m B y C W I L C O X XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R O W _ P R O P . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT SIGNING & STRIPING PLAN GRA 24+00 TO TAL-B 14+00 1C8.04 424 A. VILLAR C. WILCOX G. STEPHAN 20'40' SCALE: 1" = 20' 0' TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 T-4214424 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-4214140 1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES AND LEGEND. 2.SEE SHEET 1SS.01 FOR EXISTING AND PROPOSED SIGN SCHEDULE. YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10 YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10 WHITE LANE LINE PER WSDOT STD PLAN M-20.10 YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN M-20.10 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40 TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10 AND M-80.30 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40 PAINT CURB (COLOR AS NOTED) PAINT MEDIAN NOSE YELLOW WITH REFLECTIVE BEADS. BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01 CURB MOUNTED DELINEATOR POSTS PER DETAIL D ON SHEET 1CD.01 (COLOR AS NOTED) BIKE DETECTOR PAVEMENT MARKING PER DETAIL F ON SHEET 1CD.01 BUS ZONE PAINTING TO BE INSTALLED BY METRO PER DETAIL 1 ON METRO STANDARD PLAN D108 WHITE DOTTED EXTENSION LINE PER WSDOT STD PLAN M-20.10 PROTECT EXISTING SIGN RELOCATE MAILBOX INSTALL NEW SIGN (AS NOTED) RELOCATE SIGN PER CITY OF RENTON STD PLAN H027 REMOVE SIGN MODIFY SIGN WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10 STOP LINE MARKING PER WSDOT STD PLAN M-24.60 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M-40.10 1 2 SIGNING AND STRIPING NOTES GENERAL NOTES 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 23 24 25 26 27 28 29 30 31 32 33 22 PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL 192305-9094 202305-9007 192305 - 9 0 2 3 29 14+00 15+00 16+00 17+00 18+00 TALBOT RD S (TAL-B-LINE) 16 LF 18 LF 15 LF 26 28 12 12 3 14 10 8 8 6 12 3 6 3 12 13 12 12 9 13 27 E9-1 P9-1 E9-3 R753' 13 ' 12 ' TAL-B 13+64.11, 3.79' LT TAL-B 13+64.51, 4.65' RT TAL-B 14+14.18, 46.49' LT TAL-B 16+80.21, 29.22' LT TAL-B 17+03.18, 36.10' LT TAL-B 17+11.54, 50.45' LT TAL-B 17+12.06, 70.97' LT TAL-B 17+07.35, 80.09' LT TAL-B 15+52.71, 63.65' RT TAL-B 15+54.13, 75.89' RT TAL-B 14+48.23, 15.20' LT TAL-B 14+33.79, 30.12' LT 13 TAL-B 15+27.31, 19.91' RT 3 13 R664' 1 2 ' 27E9-2 P9-2 TAL-B 16+87.74, 49.55' LTTAL-B 14+06.13, 56.99' LT TAL-B 17+09.87, 46.22' LT TAL-B 16+70.18, 41.07' LT TAL-B 14+90.16, 38.39' RT TAL-B 16+08.81, 35.52' RT C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 8 . 0 1 . d w g | L a y o u t : 1 C 8 . 0 5 PL O T T E D : J u n 1 0 , 2 0 2 4 - 0 9 : 1 9 : 4 5 a m B y C W I L C O X XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; X - S T A T I O N _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - R O W _ P R O P . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT SIGNING & STRIPING PLAN TAL-B 14+00 TO TAL-B 18+50 1C8.05 425 A. VILLAR C. WILCOX G. STEPHAN 20'40' SCALE: 1" = 20' 0' TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 T-4214425 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-4214141 1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES AND LEGEND. 2.SEE SHEET 1SS.01 FOR EXISTING AND PROPOSED SIGN SCHEDULE. YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10 YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10 WHITE LANE LINE PER WSDOT STD PLAN M-20.10 YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN M-20.10 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40 TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10 AND M-80.30 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40 PAINT CURB (COLOR AS NOTED) PAINT MEDIAN NOSE YELLOW WITH REFLECTIVE BEADS. BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01 CURB MOUNTED DELINEATOR POSTS PER DETAIL D ON SHEET 1CD.01 (COLOR AS NOTED) BIKE DETECTOR PAVEMENT MARKING PER DETAIL F ON SHEET 1CD.01 BUS ZONE PAINTING TO BE INSTALLED BY METRO PER DETAIL 1 ON METRO STANDARD PLAN D108 WHITE DOTTED EXTENSION LINE PER WSDOT STD PLAN M-20.10 PROTECT EXISTING SIGN RELOCATE MAILBOX INSTALL NEW SIGN (AS NOTED) RELOCATE SIGN PER CITY OF RENTON STD PLAN H027 REMOVE SIGN MODIFY SIGN WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10 STOP LINE MARKING PER WSDOT STD PLAN M-24.60 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M-40.10 1 2 SIGNING AND STRIPING NOTES GENERAL NOTES 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 23 24 25 26 27 28 29 30 31 32 33 22 19+00 20+00 21+00 22+00 23+00 P10-1 TALBOT RD S 202305-9008 192305-9001 12 ' 11 ' 11 ' 11 ' (TAL-B-LINE) 23 LF TAL-B 20+90.13, 32.66' RT TAL-B 21+91.10, 43.64' RT TAL-B 22+00.94, 40.02' RT TAL-B 22+48.06, 66.33' RT TAL-B 18+56.51, 18.70' RT TAL-B 21+15.79, 11.63' RT 26 5 3 11 12 11 13 13 9 11 ' 26 P10-2 TAL-B 22+58.88, 66.06' RT 23 1 TAL-B 22+01.17, 22.32' RT 4 TAL-B 20+39.54, 6.28' LT TAL-B 20+39.54, 1.11' RT TAL-B 18+64.00, 6.28' LT TAL-B 18+64.00, 6.72' RT TAL-B 20+15.27, 6.74' RT R103' TAL-B 22+34.03, 20.64' RT TAL-B 22+59.43, 61.04' RT TAL-B 22+62.11, 79.41' RT TAL-B 22+65.56, 114.77' RT TAL-B 20+26.87, 5.03' RTR40' 6 TAL-B 18+56.98, 35.73' RT TAL-B 21+01.09, 38.74' RT TAL-B 21+65.13, 37.30' RT C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 8 . 1 0 . d w g | L a y o u t : 1 C 8 . 0 6 PL O T T E D : J u n 1 0 , 2 0 2 4 - 0 9 : 2 2 : 2 7 a m B y C W I L C O X XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - P V _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - P A R C E L - I N F O . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL I - 4 0 5 S B O F F - R A M P S R E N T O N V I L L A G E P L RENTON SEGMENT SIGNING & STRIPING PLAN TAL-B 18+50 TO TAL-B 23+50 1C8.06 426 A. VILLAR C. WILCOX G. STEPHAN 20'40' SCALE: 1" = 20' 0' TR O - 4 1 - 4 2 1 4 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 T-4214426 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-4214142 1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES AND LEGEND. 2.SEE SHEET 1SS.01 FOR EXISTING AND PROPOSED SIGN SCHEDULE. YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10 YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10 WHITE LANE LINE PER WSDOT STD PLAN M-20.10 YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN M-20.10 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40 TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10 AND M-80.30 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40 PAINT CURB (COLOR AS NOTED) PAINT MEDIAN NOSE YELLOW WITH REFLECTIVE BEADS. BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01 CURB MOUNTED DELINEATOR POSTS PER DETAIL D ON SHEET 1CD.01 (COLOR AS NOTED) BIKE DETECTOR PAVEMENT MARKING PER DETAIL F ON SHEET 1CD.01 BUS ZONE PAINTING TO BE INSTALLED BY METRO PER DETAIL 1 ON METRO STANDARD PLAN D108 WHITE DOTTED EXTENSION LINE PER WSDOT STD PLAN M-20.10 PROTECT EXISTING SIGN RELOCATE MAILBOX INSTALL NEW SIGN (AS NOTED) RELOCATE SIGN PER CITY OF RENTON STD PLAN H027 REMOVE SIGN MODIFY SIGN WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10 STOP LINE MARKING PER WSDOT STD PLAN M-24.60 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M-40.10 1 2 SIGNING AND STRIPING NOTES GENERAL NOTES 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 23 24 25 26 27 28 29 30 31 32 33 22 24+00 25+00 26+00 27+00 28+00 E10A-1 TALBOT RD S (SR515) 723160-0505 72 3 1 6 0 - 0 5 0 7 192305-9090 (TAL-B-LINE) 29 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 8 . 1 0 . d w g | L a y o u t : 1 C 8 . 0 6 A PL O T T E D : J u n 1 0 , 2 0 2 4 - 0 9 : 2 2 : 5 6 a m B y C W I L C O X XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - P V _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - P A R C E L - I N F O . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT SIGNING & STRIPING PLAN TAL-B 23+50 TO TAL-B 28+50 1C8.06A 427 A. VILLAR C. WILCOX G. STEPHAN 20'40' SCALE: 1" = 20' 0' I- 4 0 5 N B O N - R A M P I- 4 0 5 I - 4 0 5 TR O - 4 1 - 4 2 1 4 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 T-4214427 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024T-4214143 1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES AND LEGEND. 2.SEE SHEET 1SS.01 FOR EXISTING AND PROPOSED SIGN SCHEDULE. YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10 YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10 WHITE LANE LINE PER WSDOT STD PLAN M-20.10 YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN M-20.10 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40 TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10 AND M-80.30 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40 PAINT CURB (COLOR AS NOTED) PAINT MEDIAN NOSE YELLOW WITH REFLECTIVE BEADS. BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01 CURB MOUNTED DELINEATOR POSTS PER DETAIL D ON SHEET 1CD.01 (COLOR AS NOTED) BIKE DETECTOR PAVEMENT MARKING PER DETAIL F ON SHEET 1CD.01 BUS ZONE PAINTING TO BE INSTALLED BY METRO PER DETAIL 1 ON METRO STANDARD PLAN D108 WHITE DOTTED EXTENSION LINE PER WSDOT STD PLAN M-20.10 PROTECT EXISTING SIGN RELOCATE MAILBOX INSTALL NEW SIGN (AS NOTED) RELOCATE SIGN PER CITY OF RENTON STD PLAN H027 REMOVE SIGN MODIFY SIGN WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10 STOP LINE MARKING PER WSDOT STD PLAN M-24.60 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M-40.10 1 2 SIGNING AND STRIPING NOTES GENERAL NOTES 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 23 24 25 26 27 28 29 30 31 32 33 22 33+00 34+00 35+00 36+00 37+00 38+00 E11-1 BENSON DR S (SR 515) S P U G E T D R S 1 5 T H S T 722200-0250 722200-0010 722200-0245 P11-2 P11-1 (TAL-B-LINE) TAL-B 34+47.53, 39.13' RT TAL-B 37+04.42, 29.95' LT TAL-B 35+02.44, 36.74' RT TAL-B 37+59.27, 29.25' LT 28 17 17 26 26 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 8 . 1 0 . d w g | L a y o u t : 1 C 8 . 0 7 PL O T T E D : J u n 1 0 , 2 0 2 4 - 0 9 : 2 3 : 2 4 a m B y C W I L C O X XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - P V _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - P A R C E L - I N F O . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT SIGNING & STRIPING PLAN TAL-B 33+00 TO TAL-B 38+00 1C8.07 428 A. VILLAR C. WILCOX G. STEPHAN 20'40' SCALE: 1" = 20' 0' TR O - 4 1 - 4 2 1 4 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 T-4214428 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024T-4214144 1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES AND LEGEND. 2.SEE SHEET 1SS.01 FOR EXISTING AND PROPOSED SIGN SCHEDULE. YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10 YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10 WHITE LANE LINE PER WSDOT STD PLAN M-20.10 YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN M-20.10 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40 TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10 AND M-80.30 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40 PAINT CURB (COLOR AS NOTED) PAINT MEDIAN NOSE YELLOW WITH REFLECTIVE BEADS. BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01 CURB MOUNTED DELINEATOR POSTS PER DETAIL D ON SHEET 1CD.01 (COLOR AS NOTED) BIKE DETECTOR PAVEMENT MARKING PER DETAIL F ON SHEET 1CD.01 BUS ZONE PAINTING TO BE INSTALLED BY METRO PER DETAIL 1 ON METRO STANDARD PLAN D108 WHITE DOTTED EXTENSION LINE PER WSDOT STD PLAN M-20.10 PROTECT EXISTING SIGN RELOCATE MAILBOX INSTALL NEW SIGN (AS NOTED) RELOCATE SIGN PER CITY OF RENTON STD PLAN H027 REMOVE SIGN MODIFY SIGN WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10 STOP LINE MARKING PER WSDOT STD PLAN M-24.60 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M-40.10 1 2 SIGNING AND STRIPING NOTES GENERAL NOTES 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 23 24 25 26 27 28 29 30 31 32 33 22 13+0014+0015+0016+00 17+00 18+0 0 S 21ST ST 988820-0010 722200-0110 722200-0070 722200-0135 722200-0137 E11A-2 E11A-1 (TAL-21-LINE) 28 28 SM I T H E R S A V E S C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 8 . 1 0 . d w g | L a y o u t : 1 C 8 . 0 7 A PL O T T E D : J u n 1 0 , 2 0 2 4 - 0 9 : 2 3 : 4 8 a m B y C W I L C O X XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - P V _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - P A R C E L - I N F O . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT SIGNING & STRIPING PLAN TAL-21 18+00 TO TAL-21 13+00 1C8.07A 429 A. VILLAR C. WILCOX G. STEPHAN 20'40' SCALE: 1" = 20' 0' TR O - 4 1 - 4 2 1 4 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 T-4214429 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024T-4214145 1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES AND LEGEND. 2.SEE SHEET 1SS.01 FOR EXISTING AND PROPOSED SIGN SCHEDULE. YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10 YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10 WHITE LANE LINE PER WSDOT STD PLAN M-20.10 YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN M-20.10 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40 TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10 AND M-80.30 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40 PAINT CURB (COLOR AS NOTED) PAINT MEDIAN NOSE YELLOW WITH REFLECTIVE BEADS. BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01 CURB MOUNTED DELINEATOR POSTS PER DETAIL D ON SHEET 1CD.01 (COLOR AS NOTED) BIKE DETECTOR PAVEMENT MARKING PER DETAIL F ON SHEET 1CD.01 BUS ZONE PAINTING TO BE INSTALLED BY METRO PER DETAIL 1 ON METRO STANDARD PLAN D108 WHITE DOTTED EXTENSION LINE PER WSDOT STD PLAN M-20.10 PROTECT EXISTING SIGN RELOCATE MAILBOX INSTALL NEW SIGN (AS NOTED) RELOCATE SIGN PER CITY OF RENTON STD PLAN H027 REMOVE SIGN MODIFY SIGN WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10 STOP LINE MARKING PER WSDOT STD PLAN M-24.60 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M-40.10 1 2 SIGNING AND STRIPING NOTES GENERAL NOTES 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 23 24 25 26 27 28 29 30 31 32 33 22 24+00 25+00 26+00 27+00 28+00 29+00 72292 8 - 0 1 0 0 72220 0 - 0 1 6 3 85570 0 - 0 1 4 0 8 5 5 7 0 0 - 0 0 1 0 85570 0 - 0 0 2 0 30230 5 - 9 0 7 3 E12-2 E12-3 E12-1 P12-1 P12-2 TALBOT RD S S 2 3 R D S T (TAL-21-LINE) TA L B O T C R E S T D R S TAL-21 25+91.73, 18.42' LT TAL-21 25+53.12, 26.62' LT TAL-21 25+20.80, 9.40' RT TAL-21 26+48.02, 17.76' LT TAL-21 28+29.99, 18.34' RT TAL-21 27+76.11, 20.36' RT 27 28 28 12 17 26 26 17 12 14 LF TAL-21 25+10.50, 3.77' LT TAL-21 25+70.44, 3.08' LT P12-3 26 P12-4 26 P12-5 TAL-21 26+12.66, 13.36' LT TAL-21 26+12.66, 2.84' LT 7 7 TAL-21 28+29.91, 11.30' RT TAL-21 28+10.16, 11.72' RT 1 TAL-21 25+55.86, 13.69' RT TAL-21 25+34.93, 22.19' RT TAL-21 25+58.47, 25.10' RT TAL-21 25+66.86, 13.40' RT TAL-21 25+64.58, 20.13' LT TAL-21 25+69.35, 19.07' LT C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 8 . 1 0 . d w g | L a y o u t : 1 C 8 . 0 8 PL O T T E D : J u n 1 0 , 2 0 2 4 - 0 9 : 2 4 : 1 5 a m B y C W I L C O X XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - P V _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - P A R C E L - I N F O . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT SIGNING & STRIPING PLAN TAL-21 24+00 TO TAL-21 29+00 1C8.08 430 A. VILLAR C. WILCOX G. STEPHAN 20'40' SCALE: 1" = 20' 0' 12 12 LF TR O - 4 1 - 4 2 1 4 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 T-4214430 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024T-4214146 1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES AND LEGEND. 2.SEE SHEET 1SS.01 FOR EXISTING AND PROPOSED SIGN SCHEDULE. YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10 YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10 WHITE LANE LINE PER WSDOT STD PLAN M-20.10 YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN M-20.10 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40 TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10 AND M-80.30 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40 PAINT CURB (COLOR AS NOTED) PAINT MEDIAN NOSE YELLOW WITH REFLECTIVE BEADS. BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01 CURB MOUNTED DELINEATOR POSTS PER DETAIL D ON SHEET 1CD.01 (COLOR AS NOTED) BIKE DETECTOR PAVEMENT MARKING PER DETAIL F ON SHEET 1CD.01 BUS ZONE PAINTING TO BE INSTALLED BY METRO PER DETAIL 1 ON METRO STANDARD PLAN D108 WHITE DOTTED EXTENSION LINE PER WSDOT STD PLAN M-20.10 PROTECT EXISTING SIGN RELOCATE MAILBOX INSTALL NEW SIGN (AS NOTED) RELOCATE SIGN PER CITY OF RENTON STD PLAN H027 REMOVE SIGN MODIFY SIGN WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10 STOP LINE MARKING PER WSDOT STD PLAN M-24.60 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M-40.10 1 2 SIGNING AND STRIPING NOTES GENERAL NOTES 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 23 24 25 26 27 28 29 30 31 32 33 22 32+00 33+00 34+00 35+00 36+00 37+00 855700-0070 889900-0490 855700-0080 855700-0090 855700-0100 855700-0110 889900-0010 855700-0120 889900-0020 855700-0130 889900-0030 E12A-1 E12A-2 TALBOT RD S (TAL-21-LINE) 28 28 S 2 6 T H S T RENTON SEGMENT SIGNING & STRIPING PLAN TAL-21 32+00 TO TAL-21 37+00 1C8.08A 431 A. VILLAR C. WILCOX G. STEPHAN 20'40' SCALE: 1" = 20' 0' TR O - 4 1 - 4 2 1 4 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 T-4214431 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 8 . 1 0 . d w g | L a y o u t : 1 C 8 . 0 8 A PL O T T E D : J u n 1 0 , 2 0 2 4 - 0 9 : 2 4 : 4 7 a m B y C W I L C O X XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - P V _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - P A R C E L - I N F O . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024T-4214147 1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES AND LEGEND. 2.SEE SHEET 1SS.01 FOR EXISTING AND PROPOSED SIGN SCHEDULE. YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10 YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10 WHITE LANE LINE PER WSDOT STD PLAN M-20.10 YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN M-20.10 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40 TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10 AND M-80.30 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40 PAINT CURB (COLOR AS NOTED) PAINT MEDIAN NOSE YELLOW WITH REFLECTIVE BEADS. BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01 CURB MOUNTED DELINEATOR POSTS PER DETAIL D ON SHEET 1CD.01 (COLOR AS NOTED) BIKE DETECTOR PAVEMENT MARKING PER DETAIL F ON SHEET 1CD.01 BUS ZONE PAINTING TO BE INSTALLED BY METRO PER DETAIL 1 ON METRO STANDARD PLAN D108 WHITE DOTTED EXTENSION LINE PER WSDOT STD PLAN M-20.10 PROTECT EXISTING SIGN RELOCATE MAILBOX INSTALL NEW SIGN (AS NOTED) RELOCATE SIGN PER CITY OF RENTON STD PLAN H027 REMOVE SIGN MODIFY SIGN WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10 STOP LINE MARKING PER WSDOT STD PLAN M-24.60 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M-40.10 1 2 SIGNING AND STRIPING NOTES GENERAL NOTES 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 23 24 25 26 27 28 29 30 31 32 33 22 37+00 38+00 39+00 40+00 41+00 42+00 855700-0130 889900-0030 889900-0040 889900-0050 855700-0320 889921-0790 302305-9107 302305-9036 302305-9106 889921-0800 E12B-1 E12B-2 TALBOT RD S (TAL-21-LINE) 28 28 S 2 7 T H P L T A L B O T C R E S T D R S C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 8 . 1 0 . d w g | L a y o u t : 1 C 8 . 0 8 B PL O T T E D : J u n 1 0 , 2 0 2 4 - 0 9 : 2 5 : 1 3 a m B y C W I L C O X XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - P V _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - P A R C E L - I N F O . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT SIGNING & STRIPING PLAN TAL-21 37+00 TO TAL-21 42+00 1C8.08B 432 A. VILLAR C. WILCOX G. STEPHAN 20'40' SCALE: 1" = 20' 0' TR O - 4 1 - 4 2 1 4 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 T-4214432 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024T-4214148 1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES AND LEGEND. 2.SEE SHEET 1SS.01 FOR EXISTING AND PROPOSED SIGN SCHEDULE. YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10 YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10 WHITE LANE LINE PER WSDOT STD PLAN M-20.10 YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN M-20.10 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40 TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10 AND M-80.30 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40 PAINT CURB (COLOR AS NOTED) PAINT MEDIAN NOSE YELLOW WITH REFLECTIVE BEADS. BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01 CURB MOUNTED DELINEATOR POSTS PER DETAIL D ON SHEET 1CD.01 (COLOR AS NOTED) BIKE DETECTOR PAVEMENT MARKING PER DETAIL F ON SHEET 1CD.01 BUS ZONE PAINTING TO BE INSTALLED BY METRO PER DETAIL 1 ON METRO STANDARD PLAN D108 WHITE DOTTED EXTENSION LINE PER WSDOT STD PLAN M-20.10 PROTECT EXISTING SIGN RELOCATE MAILBOX INSTALL NEW SIGN (AS NOTED) RELOCATE SIGN PER CITY OF RENTON STD PLAN H027 REMOVE SIGN MODIFY SIGN WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10 STOP LINE MARKING PER WSDOT STD PLAN M-24.60 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M-40.10 1 2 SIGNING AND STRIPING NOTES GENERAL NOTES 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 23 24 25 26 27 28 29 30 31 32 33 22 54+00 55+00 56+00 57+00 58+00 59+00 302305-9029 30 2 3 0 5 - 9 1 1 6 302305-9114 302305-9115 302305-9030 948575-TRCT 302305-9019 948575-TRC T P13-1 P13-2E13-1 E13-2 TALBOT RD S (TAL-21-LINE) S 3 2 N D S T TAL-21 56+26.07, 19.30' LT TAL-21 56+56.01, 16.09' RT TAL-21 56+81.09, 19.53' LT TAL-21 57+11.00, 15.39' RT 26 26 28 28 17 17 TAL-21 56+42.95, 12.32' RT 7 TAL-21 57+36.22, 11.70' RT C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 8 . 1 0 . d w g | L a y o u t : 1 C 8 . 0 9 PL O T T E D : J u n 1 0 , 2 0 2 4 - 0 9 : 2 5 : 4 2 a m B y C W I L C O X XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - P V _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - P A R C E L - I N F O . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT SIGNING & STRIPING PLAN TAL-21 54+00 TO TAL-21 59+00 1C8.09 433 A. VILLAR C. WILCOX G. STEPHAN 20'40' SCALE: 1" = 20' 0' TR O - 4 1 - 4 2 1 4 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 T-4214433 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024T-4214149 1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES AND LEGEND. 2.SEE SHEET 1SS.01 FOR EXISTING AND PROPOSED SIGN SCHEDULE. YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10 YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10 WHITE LANE LINE PER WSDOT STD PLAN M-20.10 YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN M-20.10 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40 TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10 AND M-80.30 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40 PAINT CURB (COLOR AS NOTED) PAINT MEDIAN NOSE YELLOW WITH REFLECTIVE BEADS. BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01 CURB MOUNTED DELINEATOR POSTS PER DETAIL D ON SHEET 1CD.01 (COLOR AS NOTED) BIKE DETECTOR PAVEMENT MARKING PER DETAIL F ON SHEET 1CD.01 BUS ZONE PAINTING TO BE INSTALLED BY METRO PER DETAIL 1 ON METRO STANDARD PLAN D108 WHITE DOTTED EXTENSION LINE PER WSDOT STD PLAN M-20.10 PROTECT EXISTING SIGN RELOCATE MAILBOX INSTALL NEW SIGN (AS NOTED) RELOCATE SIGN PER CITY OF RENTON STD PLAN H027 REMOVE SIGN MODIFY SIGN WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10 STOP LINE MARKING PER WSDOT STD PLAN M-24.60 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M-40.10 1 2 SIGNING AND STRIPING NOTES GENERAL NOTES 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 23 24 25 26 27 28 29 30 31 32 33 22 71+00 72+00 73+00 74+00 75+00 76+00 855860-0035 855860-0040 302305-9040 302305-9044 855860-0125 855860-0130 855860-0135 302305-9109 P14-1 P14-2 P14-3 E14-7 P14-6 P14-4 P14-5 E14-8, E14-9, E14-10 P14-7 P14-8 E14-3, E14-4, E14-5 15 ' 14 ' E14-1 E14-2 E14-6 TALBOT RD S S 3 7 T H S T S 3 7 T H S T S 3 8 T H C T S 3 8 T H C T (TAL-21-LINE) 11 LF 11 LF 9 LF 16 LF TAL-21 71+75.68, 19.50' LT TAL-21 74+53.46, 19.53' RT TAL-21 73+59.66, 25.55' RT TAL-21 73+70.10, 18.26' LT TAL-21 74+18.22, 10.54' LT TAL-21 72+30.51, 15.98' LT TAL-21 75+08.46, 19.53' RT 27 27 27 26 26 262619 19 26 26 12 12 12 12 12 17 28 28 27 TAL-21 73+30.89, 11.44' RT P14-9, P14-10, P14-11 P14-12, P14-13, P14-14 P14-15 7 7 TAL-21 73+85.36, 14.52' RT TAL-21 72+75.60, 29.00' LT TAL-21 73+74.38, 20.37' RT P14-16 13 LF 17 25 TAL-21 73+81.18, 18.15' LT TAL-21 73+85.19, 18.11' RT C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 8 . 1 0 . d w g | L a y o u t : 1 C 8 . 1 0 PL O T T E D : J u n 1 0 , 2 0 2 4 - 0 9 : 2 9 : 0 6 a m B y C W I L C O X XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - P V _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - P A R C E L - I N F O . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT SIGNING & STRIPING PLAN TAL-21 71+00 TO TAL-21 76+00 1C8.10 434 A. VILLAR C. WILCOX G. STEPHAN 20'40' SCALE: 1" = 20' 0' TR O - 4 1 - 4 2 1 4 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 T-4214434 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024T-4214150 Condition of Approval #15 Remove stop bars at RRFB Crossings on City streets. Keep stop bars at RRFB Crossings on WSDOT highways. 1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES AND LEGEND. 2.SEE SHEET 1SS.01 FOR EXISTING AND PROPOSED SIGN SCHEDULE. YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10 YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10 WHITE LANE LINE PER WSDOT STD PLAN M-20.10 YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN M-20.10 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40 TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10 AND M-80.30 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40 PAINT CURB (COLOR AS NOTED) PAINT MEDIAN NOSE YELLOW WITH REFLECTIVE BEADS. BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01 CURB MOUNTED DELINEATOR POSTS PER DETAIL D ON SHEET 1CD.01 (COLOR AS NOTED) BIKE DETECTOR PAVEMENT MARKING PER DETAIL F ON SHEET 1CD.01 BUS ZONE PAINTING TO BE INSTALLED BY METRO PER DETAIL 1 ON METRO STANDARD PLAN D108 WHITE DOTTED EXTENSION LINE PER WSDOT STD PLAN M-20.10 PROTECT EXISTING SIGN RELOCATE MAILBOX INSTALL NEW SIGN (AS NOTED) RELOCATE SIGN PER CITY OF RENTON STD PLAN H027 REMOVE SIGN MODIFY SIGN WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10 STOP LINE MARKING PER WSDOT STD PLAN M-24.60 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M-40.10 1 2 SIGNING AND STRIPING NOTES GENERAL NOTES 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 23 24 25 26 27 28 29 30 31 32 33 22 80+00 81+00 82+00 83+00 84+00 85+00 312305-9065 312305-9026 761680-029 0 885767-0110 761680-00 8 0 761680-00 7 0 761680-005 0 885767-01 0 0 E14A-1 28 E14A-2 28 S 1 7 7 T H S T TALBOT RD S (TAL-21-LINE) C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 8 . 1 0 . d w g | L a y o u t : 1 C 8 . 1 0 A PL O T T E D : J u n 1 0 , 2 0 2 4 - 0 9 : 2 9 : 3 6 a m B y C W I L C O X XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - P V _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - P A R C E L - I N F O . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT SIGNING & STRIPING PLAN TAL-21 80+00 TO TAL-21 85+00 1C8.10A 435 A. VILLAR C. WILCOX G. STEPHAN 20'40' SCALE: 1" = 20' 0' TR O - 4 1 - 4 2 1 4 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 T-4214435 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024T-4214151 1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES AND LEGEND. 2.SEE SHEET 1SS.01 FOR EXISTING AND PROPOSED SIGN SCHEDULE. YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10 YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10 WHITE LANE LINE PER WSDOT STD PLAN M-20.10 YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN M-20.10 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40 TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10 AND M-80.30 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40 PAINT CURB (COLOR AS NOTED) PAINT MEDIAN NOSE YELLOW WITH REFLECTIVE BEADS. BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01 CURB MOUNTED DELINEATOR POSTS PER DETAIL D ON SHEET 1CD.01 (COLOR AS NOTED) BIKE DETECTOR PAVEMENT MARKING PER DETAIL F ON SHEET 1CD.01 BUS ZONE PAINTING TO BE INSTALLED BY METRO PER DETAIL 1 ON METRO STANDARD PLAN D108 WHITE DOTTED EXTENSION LINE PER WSDOT STD PLAN M-20.10 PROTECT EXISTING SIGN RELOCATE MAILBOX INSTALL NEW SIGN (AS NOTED) RELOCATE SIGN PER CITY OF RENTON STD PLAN H027 REMOVE SIGN MODIFY SIGN WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10 STOP LINE MARKING PER WSDOT STD PLAN M-24.60 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M-40.10 1 2 SIGNING AND STRIPING NOTES GENERAL NOTES 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 23 24 25 26 27 28 29 30 31 32 33 22 86+00 87+00 88+00 89+00 90+00 91+00 761680 - 0 0 3 0 761680 - 0 0 1 0 885767 - 0 0 2 0 31230 5 - 9 1 3 4 3 1 2 3 0 5 - 9 0 2 5 P15-2 P15-1 P15-3 17 ' 17 ' R6' E15-1 E15-2 TALBOT RD S (TAL-21-LINE) TAL-21 88+13.28, 21.92' LT TAL-21 88+28.24, 22.04' RT TAL-21 89+26.61, 23.76' RT TAL-21 89+20.92, 20.95' LT TAL-21 88+74.28, 21.92' LT TAL-21 88+95.24, 22.00' RT TAL-21 89+20.90, 6.38' LT TAL-21 89+26.61, 6.02' RT TAL-21 88+94.69, 6.00' LT TAL-21 88+94.83, 6.00' RT TAL-21 88+74.69, 0.01' LT 26 26 19 19 17 17 12 12 7 33 33 16 28 28 12 TAL-21 89+67.09, 10.81' LT TAL-21 88+94.89, 17.00' RT 12 P15-4 26 TAL-21 89+09.91, 20.90' LT 7 TAL-21 88+14.23, 17.05' RT TAL-21 88+28.21, 0.04' RT 7 12 ' 12 ' WHITE 1WHITE 22 22 TAL-21 89+15.61, 20.85' RT TAL-21 89+15.61, 6.54' RT TAL-21 89+09.90, 6.32' LT TAL-21 89+26.11, 5.71' RT TAL-21 89+16.11, 5.99' RT TAL-21 89+20.40, 6.00' LT TAL-21 89+10.40, 6.00' LT 16 7 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 8 . 1 0 . d w g | L a y o u t : 1 C 8 . 1 1 PL O T T E D : J u n 1 0 , 2 0 2 4 - 0 9 : 3 0 : 1 0 a m B y C W I L C O X XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - P V _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - P A R C E L - I N F O . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT SIGNING & STRIPING PLAN TAL-21 86+00 TO TAL-21 91+00 1C8.11 436 A. VILLAR C. WILCOX G. STEPHAN 20'40' SCALE: 1" = 20' 0' 10 LF 11 LF YELLOW TR O - 4 1 - 4 2 1 4 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 T-4214436 YELLOW 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024T-4214152 Condition of Approval #15 Remove stop bars at RRFB Crossings on City streets. Keep stop bars at RRFB Crossings on WSDOT highways. 1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES AND LEGEND. 2.SEE SHEET 1SS.01 FOR EXISTING AND PROPOSED SIGN SCHEDULE. YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10 YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10 WHITE LANE LINE PER WSDOT STD PLAN M-20.10 YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN M-20.10 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40 TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10 AND M-80.30 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40 PAINT CURB (COLOR AS NOTED) PAINT MEDIAN NOSE YELLOW WITH REFLECTIVE BEADS. BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01 CURB MOUNTED DELINEATOR POSTS PER DETAIL D ON SHEET 1CD.01 (COLOR AS NOTED) BIKE DETECTOR PAVEMENT MARKING PER DETAIL F ON SHEET 1CD.01 BUS ZONE PAINTING TO BE INSTALLED BY METRO PER DETAIL 1 ON METRO STANDARD PLAN D108 WHITE DOTTED EXTENSION LINE PER WSDOT STD PLAN M-20.10 PROTECT EXISTING SIGN RELOCATE MAILBOX INSTALL NEW SIGN (AS NOTED) RELOCATE SIGN PER CITY OF RENTON STD PLAN H027 REMOVE SIGN MODIFY SIGN WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10 STOP LINE MARKING PER WSDOT STD PLAN M-24.60 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M-40.10 1 2 SIGNING AND STRIPING NOTES GENERAL NOTES 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 23 24 25 26 27 28 29 30 31 32 33 22 10+00 11+00 12+00 13+00 92 + 0 0 93 + 0 0 93 + 2 1 312305-9135 885767-0100 312305-9078 312305-9040 312305-9111 E15A-1 S CARR RD (CAR-LINE) TA L B O T R D S (T A L - 2 1 - L I N E ) 29 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 8 . 1 0 . d w g | L a y o u t : 1 C 8 . 1 1 A PL O T T E D : J u n 1 0 , 2 0 2 4 - 0 9 : 3 0 : 4 3 a m B y C W I L C O X XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - P V _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - P A R C E L - I N F O . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT SIGNING & STRIPING PLAN CAR 10+00 TO CAR 13+00 1C8.11A 437 A. VILLAR C. WILCOX G. STEPHAN 20'40' SCALE: 1" = 20' 0' TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 T-4214437 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024T-4214153 1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES AND LEGEND. 2.SEE SHEET 1SS.01 FOR EXISTING AND PROPOSED SIGN SCHEDULE. YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10 YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10 WHITE LANE LINE PER WSDOT STD PLAN M-20.10 YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN M-20.10 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40 TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10 AND M-80.30 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40 PAINT CURB (COLOR AS NOTED) PAINT MEDIAN NOSE YELLOW WITH REFLECTIVE BEADS. BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01 CURB MOUNTED DELINEATOR POSTS PER DETAIL D ON SHEET 1CD.01 (COLOR AS NOTED) BIKE DETECTOR PAVEMENT MARKING PER DETAIL F ON SHEET 1CD.01 BUS ZONE PAINTING TO BE INSTALLED BY METRO PER DETAIL 1 ON METRO STANDARD PLAN D108 WHITE DOTTED EXTENSION LINE PER WSDOT STD PLAN M-20.10 PROTECT EXISTING SIGN RELOCATE MAILBOX INSTALL NEW SIGN (AS NOTED) RELOCATE SIGN PER CITY OF RENTON STD PLAN H027 REMOVE SIGN MODIFY SIGN WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10 STOP LINE MARKING PER WSDOT STD PLAN M-24.60 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M-40.10 1 2 SIGNING AND STRIPING NOTES GENERAL NOTES 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 23 24 25 26 27 28 29 30 31 32 33 22 18+00 19+00 20+00 21+00 22+00 23+00 S C A R R 7616 8 0 - 0 2 2 0 76168 0 - 0 2 3 0 7616 8 0 - 0 4 0 0 76168 0 - 0 4 1 0 7616 8 0 - 0 4 2 0 8858 2 5 - 0 0 0 0 3123 0 5 - 9 0 0 6 E15B-2 E15B-1 S CARR R D (CAR-LINE ) SM I T H E R S A V E S 98 T H A V E S 29 29 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 8 . 1 0 . d w g | L a y o u t : 1 C 8 . 1 1 B PL O T T E D : J u n 1 0 , 2 0 2 4 - 0 9 : 3 1 : 1 1 a m B y C W I L C O X XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - P V _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - P A R C E L - I N F O . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT SIGNING & STRIPING PLAN CAR 18+00 TO CAR 23+00 1C8.11B 438 A. VILLAR C. WILCOX G. STEPHAN 20'40' SCALE: 1" = 20' 0' TR O - 4 1 - 4 2 1 4 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 T-4214438 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024T-4214154 1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES AND LEGEND. 2.SEE SHEET 1SS.01 FOR EXISTING AND PROPOSED SIGN SCHEDULE. YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10 YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10 WHITE LANE LINE PER WSDOT STD PLAN M-20.10 YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN M-20.10 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40 TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10 AND M-80.30 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40 PAINT CURB (COLOR AS NOTED) PAINT MEDIAN NOSE YELLOW WITH REFLECTIVE BEADS. BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01 CURB MOUNTED DELINEATOR POSTS PER DETAIL D ON SHEET 1CD.01 (COLOR AS NOTED) BIKE DETECTOR PAVEMENT MARKING PER DETAIL F ON SHEET 1CD.01 BUS ZONE PAINTING TO BE INSTALLED BY METRO PER DETAIL 1 ON METRO STANDARD PLAN D108 WHITE DOTTED EXTENSION LINE PER WSDOT STD PLAN M-20.10 PROTECT EXISTING SIGN RELOCATE MAILBOX INSTALL NEW SIGN (AS NOTED) RELOCATE SIGN PER CITY OF RENTON STD PLAN H027 REMOVE SIGN MODIFY SIGN WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10 STOP LINE MARKING PER WSDOT STD PLAN M-24.60 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M-40.10 1 2 SIGNING AND STRIPING NOTES GENERAL NOTES 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 23 24 25 26 27 28 29 30 31 32 33 22 32+ 0 0 33+00 34+00 35+00 36+00 3 2 2 3 0 5 - 9 0 8 1 3 2 2 3 0 5 - 9 1 5 6 3 2 2 3 0 5 - 9 0 7 9 32230 5 - 9 0 7 9 P16-2 E16-2 P16-1 E16-1 SE CARR RD MILL A V E S WE L L S A V E S (CAR-LINE) CAR 33+36.38, 22.14' LT CAR 33+28.89, 22.33' RT CAR 33+93.75, 22.43' LT CAR 33+81.84, 21.87' RT 26 26 28 2817 17 26 P16-3 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 8 . 1 0 . d w g | L a y o u t : 1 C 8 . 1 2 PL O T T E D : J u n 1 0 , 2 0 2 4 - 0 9 : 3 1 : 4 2 a m B y C W I L C O X XR E F S : X - L E G E N D . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - P V _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - P A R C E L - I N F O . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; X - R O W _ R E N T O N . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT SIGNING & STRIPING PLAN CAR 32+00 TO CAR 36+50 1C8.12 439 A. VILLAR C. WILCOX G. STEPHAN 20'40' SCALE: 1" = 20' 0' TR O - 4 1 - 4 2 1 4 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 T-4214439 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024T-4214155 1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES AND LEGEND. 2.SEE SHEET 1SS.01 FOR EXISTING AND PROPOSED SIGN SCHEDULE. YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10 YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10 WHITE LANE LINE PER WSDOT STD PLAN M-20.10 YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN M-20.10 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40 TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10 AND M-80.30 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40 PAINT CURB (COLOR AS NOTED) PAINT MEDIAN NOSE YELLOW WITH REFLECTIVE BEADS. BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01 CURB MOUNTED DELINEATOR POSTS PER DETAIL D ON SHEET 1CD.01 (COLOR AS NOTED) BIKE DETECTOR PAVEMENT MARKING PER DETAIL F ON SHEET 1CD.01 BUS ZONE PAINTING TO BE INSTALLED BY METRO PER DETAIL 1 ON METRO STANDARD PLAN D108 WHITE DOTTED EXTENSION LINE PER WSDOT STD PLAN M-20.10 PROTECT EXISTING SIGN RELOCATE MAILBOX INSTALL NEW SIGN (AS NOTED) RELOCATE SIGN PER CITY OF RENTON STD PLAN H027 REMOVE SIGN MODIFY SIGN WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10 STOP LINE MARKING PER WSDOT STD PLAN M-24.60 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M-40.10 1 2 SIGNING AND STRIPING NOTES GENERAL NOTES 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 23 24 25 26 27 28 29 30 31 32 33 22 10 5 T H P L S E 322305-9053 322305-9237 322305-9299 322305-9040 292305-9151 SE CARR RD (CAR-LINE) E17-1 E17-6 E17-7 E17-3 E17-4 E17-5 P17-4 P17-3 CAR 43+94.23, 33.18' LT CAR 43+69.29, 22.71' RT CAR 44+48.29, 33.15' LT CAR 44+24.95, 22.79' RT 26 17 26 15 7 RED 12 12 34 LF L=1173.960,R=1910.000D=035.2162L=1173.960,R=1910.000D=035.2162L=1173.960,R=1910.000D=035.2162L=1173.960,R=1910.000D=035.2162L=1173.960,R=1910.000D=035.216243+00 44+00 45+00 46+00 47+0010 + 0 0 11 + 0 0 15 WHITE 8 13 12 1 7 9 12 28 18 24 LF E17-2 27 28 28 28 P17-1 P17-22626P17-5 3 CAR 43+97.19, 7.95' RT CAR 44+57.58, 0.83' LT 17 1222 LF CAR 45+75.10, 25.87' RT CAR 45+59.88, 31.97' LT 105TH 11+10.25, 15.13' LT 18 105TH 11+32.58, 4.34' RT 105TH 11+38.19, 6.07' RT 105TH 10+71.36, 33.41' RT 105TH 10+58.26, 16.43' LT 10 5 T H P L S E 10 5 T H - L I N E ) CAR 44+48.47, 32.15' LT CAR 45+34.97, 32.13' LT CAR 45+94.37, 7.93' LT CAR 46+17.29, 9.00' LT 30 105TH 10+87.26, 9.16' LT 12' 12' 11' 11' 11' 11' 12 ' 12 ' P17-6 P17-7 P17-8 10+00. 0 0 11+00. 0 0 10+50 . 0 0 11+50 . 0 0 CAR 43+83.77, 22.20' LT 3 3 CAR 46+15.64, 10.82' RT 23 11' 10' 15RED CAR 44+85.98, 22.38' LT R40' 105TH 10+52.04, 6.61' RT CAR 45+07.25, 17.17' LT CAR 45+54.71, 31.86' LT CAR 45+43.27, 31.85' LT CAR 45+65.67, 32.58' RT 105TH 10+63.09, 16.17' LT 105TH 10+62.78, 44.01' RT 105TH 10+46.91, 16.36' LT C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 8 . 2 0 . d w g | L a y o u t : 1 C 8 . 1 3 PL O T T E D : J u n 1 0 , 2 0 2 4 - 0 9 : 3 4 : 0 6 a m B y C W I L C O X XR E F S : X - L E G E N D . d w g ; d m s _ d e l e t e d . I - L I N E _ X - D E S I G N - R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - R D W Y _ R E N T O N . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; X - T O P O . d w g ; X - R O W _ P R O P . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - A L I G N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT SIGNING & STRIPING PLAN CAR 42+50 TO CAR 47+50 1C8.13 440 A. VILLAR C. WILCOX G. STEPHAN 20'40' SCALE: 1" = 20' 0' LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 T-421440 TR O - 4 1 - 4 2 1 4 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-4214156 1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES AND LEGEND. 2.SEE SHEET 1SS.01 FOR EXISTING AND PROPOSED SIGN SCHEDULE. YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10 YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10 WHITE LANE LINE PER WSDOT STD PLAN M-20.10 YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN M-20.10 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40 TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10 AND M-80.30 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40 PAINT CURB (COLOR AS NOTED) PAINT MEDIAN NOSE YELLOW WITH REFLECTIVE BEADS. BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01 CURB MOUNTED DELINEATOR POSTS PER DETAIL D ON SHEET 1CD.01 (COLOR AS NOTED) BIKE DETECTOR PAVEMENT MARKING PER DETAIL F ON SHEET 1CD.01 BUS ZONE PAINTING TO BE INSTALLED BY METRO PER DETAIL 1 ON METRO STANDARD PLAN D108 WHITE DOTTED EXTENSION LINE PER WSDOT STD PLAN M-20.10 PROTECT EXISTING SIGN RELOCATE MAILBOX INSTALL NEW SIGN (AS NOTED) RELOCATE SIGN PER CITY OF RENTON STD PLAN H027 REMOVE SIGN MODIFY SIGN WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10 STOP LINE MARKING PER WSDOT STD PLAN M-24.60 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M-40.10 1 2 SIGNING AND STRIPING NOTES GENERAL NOTES 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 23 24 25 26 27 28 29 30 31 32 33 22 32 2 3 0 5 - 9 0 6 3 29230 5 - 9 1 5 8 292305 - 9 1 9 8 SE CARR RD 1 0 6 T H P L S E (CAR-LINE) E18-229 E18-1 29 49+00 48+00 49+00 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 8 . 2 0 . d w g | L a y o u t : 1 C 8 . 1 3 A PL O T T E D : J u n 1 0 , 2 0 2 4 - 0 9 : 3 5 : 3 5 a m B y C W I L C O X XR E F S : X - L E G E N D . d w g ; d m s _ d e l e t e d . I - L I N E _ X - D E S I G N - R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - R D W Y _ R E N T O N . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; X - T O P O . d w g ; X - R O W _ P R O P . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - A L I G N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT SIGNING & STRIPING PLAN CAR 47+50 TO CAR 49+00 1C8.13A 441 A. VILLAR C. WILCOX G. STEPHAN 20'40' SCALE: 1" = 20' 0' LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 T-4214441 TR O - 4 1 - 4 2 1 4 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-4214157 1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES AND LEGEND. 2.SEE SHEET 1SS.01 FOR EXISTING AND PROPOSED SIGN SCHEDULE. YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10 YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10 WHITE LANE LINE PER WSDOT STD PLAN M-20.10 YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN M-20.10 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40 TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10 AND M-80.30 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40 PAINT CURB (COLOR AS NOTED) PAINT MEDIAN NOSE YELLOW WITH REFLECTIVE BEADS. BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01 CURB MOUNTED DELINEATOR POSTS PER DETAIL D ON SHEET 1CD.01 (COLOR AS NOTED) BIKE DETECTOR PAVEMENT MARKING PER DETAIL F ON SHEET 1CD.01 BUS ZONE PAINTING TO BE INSTALLED BY METRO PER DETAIL 1 ON METRO STANDARD PLAN D108 WHITE DOTTED EXTENSION LINE PER WSDOT STD PLAN M-20.10 PROTECT EXISTING SIGN RELOCATE MAILBOX INSTALL NEW SIGN (AS NOTED) RELOCATE SIGN PER CITY OF RENTON STD PLAN H027 REMOVE SIGN MODIFY SIGN WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10 STOP LINE MARKING PER WSDOT STD PLAN M-24.60 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M-40.10 1 2 SIGNING AND STRIPING NOTES GENERAL NOTES 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 23 24 25 26 27 28 29 30 31 32 33 22 29 2 3 0 5 - 9 1 9 8 322305-9193 322305-9120 322305-9063 32 2 3 0 5 - 9 0 6 3 322305-9120 SE C A R R R D SE P E T R O V I T S K Y R D BENSON DR S (SR 515) E18-328 108TH AVE SE (SR 515) C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 8 . 2 0 . d w g | L a y o u t : 1 C 8 . 1 3 B PL O T T E D : J u n 1 0 , 2 0 2 4 - 0 9 : 3 7 : 0 2 a m B y C W I L C O X XR E F S : X - L E G E N D . d w g ; d m s _ d e l e t e d . I - L I N E _ X - D E S I G N - R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - R D W Y _ R E N T O N . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; X - T O P O . d w g ; X - R O W _ P R O P . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - A L I G N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT SIGNING & STRIPING PLAN SE CARR RD & 108TH AVE SE 1C8.13B 442 A. VILLAR C. WILCOX G. STEPHAN 20'40' SCALE: 1" = 20' 0' LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 T-4214442 TR O - 4 1 - 4 2 1 4 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-4214158 1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES AND LEGEND. 2.SEE SHEET 1SS.01 FOR EXISTING AND PROPOSED SIGN SCHEDULE. YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10 YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10 WHITE LANE LINE PER WSDOT STD PLAN M-20.10 YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN M-20.10 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40 TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10 AND M-80.30 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40 PAINT CURB (COLOR AS NOTED) PAINT MEDIAN NOSE YELLOW WITH REFLECTIVE BEADS. BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01 CURB MOUNTED DELINEATOR POSTS PER DETAIL D ON SHEET 1CD.01 (COLOR AS NOTED) BIKE DETECTOR PAVEMENT MARKING PER DETAIL F ON SHEET 1CD.01 BUS ZONE PAINTING TO BE INSTALLED BY METRO PER DETAIL 1 ON METRO STANDARD PLAN D108 WHITE DOTTED EXTENSION LINE PER WSDOT STD PLAN M-20.10 PROTECT EXISTING SIGN RELOCATE MAILBOX INSTALL NEW SIGN (AS NOTED) RELOCATE SIGN PER CITY OF RENTON STD PLAN H027 REMOVE SIGN MODIFY SIGN WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10 STOP LINE MARKING PER WSDOT STD PLAN M-24.60 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M-40.10 1 2 SIGNING AND STRIPING NOTES GENERAL NOTES 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 23 24 25 26 27 28 29 30 31 32 33 22 322305-9016 11+00 12+00 13+00 14+00 15+00 P 1 7 - 2 2 6 105TH 12+21.45, 0.00' P18-1 26 105TH 11+10.25, 15.13' LT 13 105TH 11+38.11, 5.93' LT 7 18 105TH 11+32.58, 4.34' RT 105TH 11+38.19, 6.07' RT 1 12' 12' 11+00.00 12+00.00 13+00.00 14+00.00 15+00.0011+50.00 12+50.00 13+50.00 14+50.00 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 8 . 2 0 . d w g | L a y o u t : 1 C 8 . 1 4 PL O T T E D : J u n 1 0 , 2 0 2 4 - 0 9 : 3 8 : 2 9 a m B y C W I L C O X XR E F S : X - L E G E N D . d w g ; d m s _ d e l e t e d . I - L I N E _ X - D E S I G N - R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - R D W Y _ R E N T O N . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; X - T O P O . d w g ; X - R O W _ P R O P . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - A L I G N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT SIGNING & STRIPING PLAN 105TH 11+00 TO 105TH 15+00 1C8.14 443 A. VILLAR C. WILCOX G. STEPHAN ROU T I N G T O B E D E T E R M I N E D 20'40' SCALE: 1" = 20' 0' (105TH-LINE) 105TH PL SE LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 T-4214443 TR O - 4 1 - 4 2 1 4 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-4214159 1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES AND LEGEND. 2.SEE SHEET 1SS.01 FOR EXISTING AND PROPOSED SIGN SCHEDULE. YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10 YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10 WHITE LANE LINE PER WSDOT STD PLAN M-20.10 YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN M-20.10 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40 TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10 AND M-80.30 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40 PAINT CURB (COLOR AS NOTED) PAINT MEDIAN NOSE YELLOW WITH REFLECTIVE BEADS. BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01 CURB MOUNTED DELINEATOR POSTS PER DETAIL D ON SHEET 1CD.01 (COLOR AS NOTED) BIKE DETECTOR PAVEMENT MARKING PER DETAIL F ON SHEET 1CD.01 BUS ZONE PAINTING TO BE INSTALLED BY METRO PER DETAIL 1 ON METRO STANDARD PLAN D108 WHITE DOTTED EXTENSION LINE PER WSDOT STD PLAN M-20.10 PROTECT EXISTING SIGN RELOCATE MAILBOX INSTALL NEW SIGN (AS NOTED) RELOCATE SIGN PER CITY OF RENTON STD PLAN H027 REMOVE SIGN MODIFY SIGN WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10 STOP LINE MARKING PER WSDOT STD PLAN M-24.60 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M-40.10 1 2 SIGNING AND STRIPING NOTES GENERAL NOTES 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 23 24 25 26 27 28 29 30 31 32 33 22 322305-9016 322305-9361 322305-9065 322305-9362 SE 180TH ST (105TH-LINE) 105TH 26+25.90, 10.12' RT 105TH 25+56.71, 12.50' LT 105TH 26+11.71, 12.50' LT 17 17 LF E19-3, E19-4 P19-7, P19-8 17 LF P19-1 E19-1 E19-2 23+00 24+00 25+00 26+00 27+00 28+00 27 27 E19-5 P19-926 1 12 26 12 26P19-2 2 1212 LF 11 105TH 26+95.89, 12.44' RT 28E19-6 105TH 26+01.53, 0.44' LT 105TH 26+45.24, 27.29' LT P19-3 105TH 25+36.15, 0.32' LT 105TH 26+72.71, 11.50' LT 105TH 26+45.46, 39.50' LT 105TH 26+25.59, 11.09' LT 18' 12' 13' 23+00.00 24+00.00 25+00.00 26+00.00 27+00.00 28+00.0023+50.00 24+50.00 25+50.00 26+50.00 27+50.00 P19-5 P19-6 105TH 26+95.00, 0.95' LT1 12' 7' 13' 16' 5 113 LF 13' 12' 24E19-8 26P19-4 27 E19-7 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 8 . 2 0 . d w g | L a y o u t : 1 C 8 . 1 5 PL O T T E D : J u n 1 0 , 2 0 2 4 - 0 9 : 4 0 : 3 7 a m B y C W I L C O X XR E F S : X - L E G E N D . d w g ; d m s _ d e l e t e d . I - L I N E _ X - D E S I G N - R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - R D W Y _ R E N T O N . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; X - T O P O . d w g ; X - R O W _ P R O P . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - A L I G N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT SIGNING & STRIPING PLAN 105TH 23+00 TO 105TH 28+00 1C8.15 444 A. VILLAR C. WILCOX G. STEPHAN 20'40' SCALE: 1" = 20' 0' LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 T-4214444 TR O - 4 1 - 4 2 1 4 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-4214160 Condition of Approval #15 Remove stop bars at RRFB Crossings on City streets. Keep stop bars at RRFB Crossings on WSDOT highways. 1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES AND LEGEND. 2.SEE SHEET 1SS.01 FOR EXISTING AND PROPOSED SIGN SCHEDULE. YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10 YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10 WHITE LANE LINE PER WSDOT STD PLAN M-20.10 YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN M-20.10 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40 TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10 AND M-80.30 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40 PAINT CURB (COLOR AS NOTED) PAINT MEDIAN NOSE YELLOW WITH REFLECTIVE BEADS. BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01 CURB MOUNTED DELINEATOR POSTS PER DETAIL D ON SHEET 1CD.01 (COLOR AS NOTED) BIKE DETECTOR PAVEMENT MARKING PER DETAIL F ON SHEET 1CD.01 BUS ZONE PAINTING TO BE INSTALLED BY METRO PER DETAIL 1 ON METRO STANDARD PLAN D108 WHITE DOTTED EXTENSION LINE PER WSDOT STD PLAN M-20.10 PROTECT EXISTING SIGN RELOCATE MAILBOX INSTALL NEW SIGN (AS NOTED) RELOCATE SIGN PER CITY OF RENTON STD PLAN H027 REMOVE SIGN MODIFY SIGN WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10 STOP LINE MARKING PER WSDOT STD PLAN M-24.60 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M-40.10 1 2 SIGNING AND STRIPING NOTES GENERAL NOTES 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 23 24 25 26 27 28 29 30 31 32 33 22 SE 1 8 1 S T S T SE 1 8 2 N D S T 108TH AVE SE (SR 515) (108TH-LINE) 074050-0005 07 4 0 9 0 - 0 1 1 0 322305-9361 322305-9020 074050-0045 074110-0010 32 2 3 0 5 - 9 3 6 4 E20-128 E20-228 16+00 17+00 18+00 19+00 20+00 21+00 RENTON SEGMENT SIGNING & STRIPING PLAN 108TH 16+00 TO 108TH 21+00 1C8.15A 445 A. VILLAR C. WILCOX G. STEPHAN 20'40' SCALE: 1" = 20' 0' LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 T-4214445 TR O - 4 1 - 4 2 1 4 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 8 . 2 0 . d w g | L a y o u t : 1 C 8 . 1 5 A PL O T T E D : J u n 1 0 , 2 0 2 4 - 0 9 : 4 2 : 0 9 a m B y C W I L C O X XR E F S : X - L E G E N D . d w g ; d m s _ d e l e t e d . I - L I N E _ X - D E S I G N - R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - R D W Y _ R E N T O N . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; X - T O P O . d w g ; X - R O W _ P R O P . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - A L I G N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-4214161 1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES AND LEGEND. 2.SEE SHEET 1SS.01 FOR EXISTING AND PROPOSED SIGN SCHEDULE. YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10 YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10 WHITE LANE LINE PER WSDOT STD PLAN M-20.10 YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN M-20.10 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40 TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10 AND M-80.30 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40 PAINT CURB (COLOR AS NOTED) PAINT MEDIAN NOSE YELLOW WITH REFLECTIVE BEADS. BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01 CURB MOUNTED DELINEATOR POSTS PER DETAIL E ON SHEET 1CD.01 (COLOR AS NOTED) BIKE DETECTOR PAVEMENT MARKING PER DETAIL F ON SHEET 1CD.01 BUS ZONE PAINTING TO BE INSTALLED BY METRO PER DETAIL 1 ON METRO STANDARD PLAN D108 YELLOW DOTTED EXTENSION LINE PER WSDOT STD PLAN M-20.10 PROTECT EXISTING SIGN RELOCATE MAILBOX INSTALL NEW SIGN (AS NOTED) RELOCATE SIGN PER CITY OF RENTON STD PLAN H027 REMOVE SIGN MODIFY SIGN WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10 STOP LINE MARKING PER WSDOT STD PLAN M-24.60 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M-40.10 BUS ONLY PAVEMENT MARKINGS PER DETAIL ON SHEET 1SS.03 1 2 SIGNING AND STRIPING NOTES GENERAL NOTES 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 23 24 25 26 27 28 29 30 31 32 33 22 34 108TH AVE SE (SR 515) SE 1 8 6 T H S T SE 1 8 4 T H L N (108TH-LINE) SE 1 8 6 T H S T 322305-9070 322305-9082 911710-0160 322305-9135 322305-9111 E22-2 P22-1 P22-2 P22-3 E22-3 E22-1 P22-4 P22-5 108TH 29+66.11, 29.48' LT 108TH 30+64.36, 23.53' RT 108TH 30+64.35, 22.88' LT 108TH 31+09.40, 28.06' LT 108TH 31+15.85, 29.54' RT 108TH 30+19.37, 28.02' RT 108TH 32+16.83, 42.94' RT 22 LF 23 LF 108TH 30+21.11, 29.52' LT 108TH 31+71.72, 29.54' RT 108TH 30+33.35, 0.43' RT 108TH 30+55.35, 5.11' LT 108TH 30+48.87, 16.90' RT 108TH 30+95.35, 0.33' RT 108TH 30+73.35, 5.86' RT 12 ' 11 ' 11 ' 14 ' 26 26 27 26 26 28 28 17 17 32 32 11 11 7 7 28+00 29+00 30+00 31+00 32+00 33+00 PI: 108TH 27+57.10 11 + 0 0 P22-6 3 12 24 LF 108TH 32+18.40, 92.93' RT 2 108TH 32+13.92, 17.04' RT YELLOW YELLOW 108TH 30+59.35, 5.89' RT 108TH 30+69.35, 5.87' RT 11 ' 108TH 30+59.35, 5.11' LT 108TH 30+69.35, 5.13' LT 10' 108TH 29+66.12, 15.98' LT 108TH 30+82.86, 16.07' LT 20 YELLOW (TYP) 20 YELLOW (TYP) 16 16 108TH 30+73.35, 5.14' LT 108TH 30+55.35, 5.89' RT 9' (TYP) 8' (TYP)3 108TH 30+00.35, 2.79' LT 108TH 30+16.35, 3.76' RT 10 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ j e g _ l e e n 3 \ d 0 6 0 1 3 8 9 \ 1 C 8 . 2 0 . d w g | L a y o u t : 1 C 8 . 1 6 PL O T T E D : J a n 2 9 , 2 0 2 6 - 0 1 : 4 3 : 4 7 p m B y L E E N 3 XR E F S : X - L E G E N D . d w g ; d m s _ d e l e t e d . I - L I N E _ X - D E S I G N - R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - R D W Y _ R E N T O N . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; X - T O P O . d w g ; X - R O W _ P R O P . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - A L I G N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE MARCH 2025G. FRANCO 1134237 KC001396 473K. CHANG YUEN ISSUE FOR CONSTRUCTION MARCH 2025 RENTON SEGMENT SIGNING & STRIPING PLAN 108TH 28+00 TO 108TH 33+00 1C8.16 446 A. VILLAR C. WILCOX G. STEPHAN / K. CRAIG 20'40' SCALE: 1" = 20' 0' LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 T-4214446 TR O - 4 1 - 4 2 1 4 DCR #1 - STRIPING REVISIONS AHV AHV 07-31-251 1 1 1 2 DCR #7 - 186TH OB STATION CHANGES NAL AHV 01-30-262 02/05/26 DEVELOPMENT ENGINEERING msippo 04/17/2026 T-4214162 1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES AND LEGEND. 2.SEE SHEET 1SS.01 FOR EXISTING AND PROPOSED SIGN SCHEDULE. YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10 YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10 WHITE LANE LINE PER WSDOT STD PLAN M-20.10 YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN M-20.10 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40 TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10 AND M-80.30 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40 PAINT CURB (COLOR AS NOTED) PAINT MEDIAN NOSE YELLOW WITH REFLECTIVE BEADS. BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01 CURB MOUNTED DELINEATOR POSTS PER DETAIL D ON SHEET 1CD.01 (COLOR AS NOTED) BIKE DETECTOR PAVEMENT MARKING PER DETAIL F ON SHEET 1CD.01 BUS ZONE PAINTING TO BE INSTALLED BY METRO PER DETAIL 1 ON METRO STANDARD PLAN D108 WHITE DOTTED EXTENSION LINE PER WSDOT STD PLAN M-20.10 PROTECT EXISTING SIGN RELOCATE MAILBOX INSTALL NEW SIGN (AS NOTED) RELOCATE SIGN PER CITY OF RENTON STD PLAN H027 REMOVE SIGN MODIFY SIGN WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10 STOP LINE MARKING PER WSDOT STD PLAN M-24.60 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M-40.10 1 2 SIGNING AND STRIPING NOTES GENERAL NOTES 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 23 24 25 26 27 28 29 30 31 32 33 22 108TH AVE SE (SR 515) SE 1 9 2 N D S T C I T Y O F R E N T O N (108TH-LINE)CI T Y O F K E N T 322305-9059 66 2 3 4 0 - 0 0 9 6 66 2 3 4 0 - 0 0 9 9 322305-9035 662340-0101 662340-0107 66 2 3 4 0 - 0 1 8 3 66 2 3 4 0 - 0 0 9 9 P23-1 E23-1 108TH 52+11.27, 29.50' LT 108TH 52+66.27, 29.50' LT 26 28 17 SEE VOLUME 2 FOR CITY OF KENT IMPROVEMENTS 51+00 52+00 53+00 54+00 55+00 56+00 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C 8 . 2 0 . d w g | L a y o u t : 1 C 8 . 1 7 PL O T T E D : J u n 1 0 , 2 0 2 4 - 0 9 : 4 4 : 5 9 a m B y C W I L C O X XR E F S : X - L E G E N D . d w g ; d m s _ d e l e t e d . I - L I N E _ X - D E S I G N - R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - R D W Y _ R E N T O N . d w g ; X - P V _ R E N T O N . d w g ; X - R O W _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - P A R C E L - I N F O . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; X - T O P O . d w g ; X - R O W _ P R O P . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - A L I G N . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT SIGNING & STRIPING PLAN 108TH 51+00 TO 108TH 56+00 1C8.17 447 A. VILLAR C. WILCOX G. STEPHAN 20'40' SCALE: 1" = 20' 0' LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 T-4214447 TR O - 4 1 - 4 2 1 4 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-4214163 SCALE: RED BUS LANE PAVEMENT MARKINGS DETAIL 1"=5' A - SCALE: CURB MOUNTED DELINEATOR POSTS DETAIL NTS E - BIKE DETECTOR PAVEMENT MARKING SCALE: SPEED BUMP SYMBOL DETAIL NTS D - DI R E C T I O N O F TR A V E L SYMBOL & LANE ℄ SCALE: RIGHT TURN ONLY EXCEPT BUSES SIGN DETAIL NTS C - RIGHT LANE TURN RIGHT MUST EXCEPT BUSES BLACK ON WHITE 4C 5C 4C 2.5C 4D 12" SYMBOL 5D 3D 3D BLACK ON WHITE SCALE: BAT LANE SIGN DETAIL NTS B - SCALE: "SLOW" PAVEMENT MARKING DETAIL NTS F - RIGHT TURN ONLY EXCEPT BUSES SIGN 12" BUS SYMBOL 4D "ONLY" SCALE: BUS ONLY INTERSECTION CONTROL SIGN DETAIL NTS G - C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 C D . 0 1 . d w g | L a y o u t : 1 C D . 0 1 PL O T T E D : J u n 1 0 , 2 0 2 4 - 0 9 : 5 0 : 1 9 a m B y C W I L C O X XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - L E G E N D . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - R D W Y _ R E N T O N . d w g ; X - S N - C H A N N _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT STRIPING DETAILS 1CD.01 448 A. VILLAR M. KHAN G. STEPHAN T-421448 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 TR O - 4 1 - 4 2 1 4 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-4214164 PROPOSED SIGN SCHEDULE SIGN NO. P2-1 P4-1 P4-2 P4-3 P4-4 P4-5 P4-6 P5-1 P5-2 P5-3 P5-4 P6-1 P6-2 P6-3 P6-4 P6-5 P6-6 P7-1 P7-2 P7-3 P7-4 P7-5 P7-6 P7-7 DESCRIPTION NO PARKING (DOUBLE ARROW) BUS LAYOVER SIGN BUS LAYOVER SIGN BUS LAYOVER SIGN NO PARKING (DOUBLE ARROW) NO PARKING (DOUBLE ARROW) NO PARKING (DOUBLE ARROW) BAT LANE SIGN PEDESTRIAN DIRECTIONAL SIGN BAT LANE SIGN LOAD LIMIT 10,000 LBS. LICENSED G.V.W. SIGN BAT LANE SIGN BAT LANE SIGN BAT LANE SIGN BAT LANE SIGN YIELD SIGN NO TRUCKS BAT LANE SIGN BAT LANE SIGN BAT LANE SIGN BAT LANE SIGN BAT LANE SIGN BUS STOP SIGN BUS STOP SIGN SIGN CODE R7-2 R7-107A R7-107A R7-107A R7-2 R7-2 R7-2 SP EX SP EX SP SP SP SP EX EX SP SP SP SP SP SP SP LOCATION* MOR 10+70.95 22.7' RT MOR 12+11.60 23.0' RT MOR 13+41.59 23.0' RT MOR 14+81.64 23.0' RT MOR 14+95.27 22.6' RT MOR 12+33.38 22.5' RT MOR 13+48.96 22.6' RT GRA 10+82.12 48.1' RT GRA 10+86.28 47.0' LT GRA 13+80.34 48.1' RT LAK 16+94.14 22.4' LT GRA 15+88.25 44.9' RT GRA 18+19.84 48.9' RT GRA 17+84.55 43.0' LT GRA 14+68.83 43.0' LT GRA 14+77.17 53.6' RT GRA 15+71.99 78.4' LT GRA 19+53.99 43.0' LT GRA 22+09.47 43.0' LT GRA 23+12.75 43.0' LT GRA 22+55.70 48.8' RT GRA 20+25.96 48.8' RT GRA 23+63.03 54.1' RT GRA 23+30.76 43.4' LT SIGN SIZE X" 12" VAR VAR VAR 12" 12" 12" 36" EX 36" EX 36" 36" 36" 36" EX EX 36" 36" 36" 36" 36" VAR VAR SIGN SIZE Y" 18" VAR VAR VAR 18" 18" 18" 48" EX 48" EX 48" 48" 48" 48" EX EX 48" 48" 48" 48" 48" VAR VAR REMARKS SEE CITY OF RENTON STD PLAN 136 FOR DETAIL. MOUNT SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. TO BE INSTALLED BY METRO. TO BE INSTALLED BY METRO. TO BE INSTALLED BY METRO. SEE CITY OF RENTON STD PLAN 136 FOR DETAIL. MOUNT SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. SEE CITY OF RENTON STD PLAN 136 FOR DETAIL. MOUNT SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. SEE CITY OF RENTON STD PLAN 136 FOR DETAIL. MOUNT SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. SEE SHEET 1CD.01 FOR SIGN DETAIL. MOUNT SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. MOUNT E5-1 ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. SEE SHEET 1CD.01 FOR SIGN DETAIL. MOUNT SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. MOUNT SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. SEE SHEET 1CD.01 FOR SIGN DETAIL. MOUNT SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. SEE SHEET 1CD.01 FOR SIGN DETAIL. MOUNT SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. SEE SHEET 1CD.01 FOR SIGN DETAIL. MOUNT SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. SEE SHEET 1CD.01 FOR SIGN DETAIL. MOUNT SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. MOUNT E6-1 SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. MOUNT E6-2 SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. SEE SHEET 1CD.01 FOR SIGN DETAIL. MOUNT SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. SEE SHEET 1CD.01 FOR SIGN DETAIL. MOUNT SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. SEE SHEET 1CD.01 FOR SIGN DETAIL. MOUNT SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. SEE SHEET 1CD.01 FOR SIGN DETAIL. MOUNT SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. SEE SHEET 1CD.01 FOR SIGN DETAIL. MOUNT SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. TO BE INSTALLED BY METRO. TO BE INSTALLED BY METRO. PROPOSED SIGN SCHEDULE SIGN NO. P7-8 P7-9 P7-10 P8-1 P8-2 P8-3 P8-4 P8-5 P9-1 P9-2 P10-1 P10-2 P11-1 P11-2 P12-1 P12-2 P12-3 P12-4 P12-5 P13-1 P13-2 P14-1 P14-2 P14-3 P14-4 P14-5 P14-6 P14-7 P14-8 P14-9 P14-10 P14-11 P14-12 P14-13 DESCRIPTION RIGHT LANE MUST TURN RIGHT SPEED LIMIT (35 MPH) SKYWAY TOWING SIGN BAT LANE SIGN STOP HERE FOR PEDESTRIANS BAT LANE SIGN BUS ONLY INTERSECTION CONTROL SIGN STOP SIGN BAT LANE SIGN PHOTO ENFORCED BAT LANE SIGN RIGHT TURN ONLY EXCEPT BUSES BUS STOP SIGN WITH SOLAR LIGHT & RTIS BUS STOP SIGN WITH SOLAR LIGHT & RTIS BUS STOP SIGN WITH SOLAR LIGHT & RTIS BUS STOP SIGN WITH SOLAR LIGHT & RTIS STOP HERE FOR PEDESTRIANS STOP HERE FOR PEDESTRIANS STOP SIGN BUS STOP SIGN WITH SOLAR LIGHT & RTIS BUS STOP SIGN WITH SOLAR LIGHT & RTIS PEDESTRIAN AHEAD STOP HERE FOR PEDESTRIANS PEDESTRIAN AHEAD STOP HERE FOR PEDESTRIANS BUS STOP SIGN WITH SOLAR LIGHT & RTIS BUS STOP SIGN WITH SOLAR LIGHT & RTIS STOP SIGN CROSSROAD NAME SIGN (S 37TH ST) CROSSROAD NAME SIGN (TALBOT RD S) NO PARKING ANYTIME CROSSROAD NAME SIGN (S 38TH CT) SIGN CODE EX EX EX SP R1-5B SP SP EX SP EX SP SP SP SP SP SP R1-5b R1-5b EX SP SP W11-2 W16-9P R1-5b W11-2 W16-9P R1-5b SP SP EX EX EX EX EX LOCATION* GRA 22+22.29 48.6' RT GRA 23+12.75 43.0' LT GRA 23+63.05 63.7' RT GRA 24+41.04 44.5' LT GRA 24+16.81 60.7' RT TAL-B 12+62.23 57.6' RT TAL-B 13+30.80 43.7' LT TAL-B 13+63.04 60.3' LT TAL-B 16+07.25 51.7' RT TAL-B 16+26.82 44.6' LT TAL-B 19+12.17 51.7' RT TAL-B 21+66.09 54.7' RT TAL-B 35+01.93 44.2' RT TAL-B 37+05.15 36.4' LT TAL-21 25+92.42 21.2' LT TAL-21 28+29.49 21.7' RT TAL-21 25+71.86 21.6' LT TAL-21 25+11.43 17.1' RT TAL-21 25+61.56 29.5' RT TAL-21 56+26.76 25.8' LT TAL-21 57+10.32 18.7' RT TAL-21 72+70.12 19.6' RT TAL-21 72+70.12 19.6' RT TAL-21 73+30.17 23.0' RT TAL-21 74+87.22 23.2' LT TAL-21 74+87.22 23.2' LT TAL-21 74+17.45 25.0' LT TAL-21 71+76.55 23.1' LT TAL-21 75+07.79 23.0' RT TAL-21 72+57.55 27.3' LT TAL-21 72+57.55 27.3' LT TAL-21 72+57.55 27.3' LT TAL-21 75+19.42 28.8' RT TAL-21 75+19.42 28.8' RT SIGN SIZE X" EX EX EX 36" 18" 36" 30" EX 36" EX 36" 30" VAR VAR VAR VAR 18" 18" EX VAR VAR 24" 24" 18" 24" 24" 18" VAR VAR EX EX EX EX EX SIGN SIZE Y" EX EX EX 48" 18" 48" 36" EX 48" EX 48" 36" VAR VAR VAR VAR 18" 18" EX VAR VAR 24" 10" 18" 24" 10" 18" VAR VAR EX EX EX EX EX REMARKS MOUNT E7-3 ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. MOUNT E7-2 ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. MOUNT SIGN BELOW P7-3. MOUNT E7-4 ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. SEE SHEET 1CD.01 FOR SIGN DETAIL. MOUNT SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. MOUNT SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. SEE SHEET 1CD.01 FOR SIGN DETAIL. MOUNT SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. SEE SHEET 1CD.01 FOR SIGN DETAIL. MOUNT SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. MOUNT E8-2 ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. SEE SHEET 1CD.01 FOR SIGN DETAIL. MOUNT SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. MOUNT E9-2 ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. SEE SHEET 1CD.01 FOR SIGN DETAIL. MOUNT SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. SEE SHEET 1CD.01 FOR SIGN DETAIL. MOUNT SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. SEE SHEET 1L2.09 FOR DETAILS. SEE SHEET 1L2.09 FOR DETAILS. SEE SHEET 1L2.09 FOR DETAILS. SEE SHEET 1L2.09 FOR DETAILS. MOUNT SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. MOUNT SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. MOUNT E12-1 ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. SEE SHEET 1L2.09 FOR DETAILS. SEE SHEET 1L2.09 FOR DETAILS. MOUNT SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. MOUNT SIGN ABOVE P14-2. MOUNT SIGN BELOW P14-1. MOUNT SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. MOUNT SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. MOUNT SIGN ABOVE P14-5. MOUNT SIGN BELOW P14-4. MOUNT SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. SEE SHEET 1L2.09 FOR DETAILS. SEE SHEET 1L2.09 FOR DETAILS. MOUNT E14-3 ON PROPOSED LIGHT POLE. MOUNT E14-4 ON PROPOSED LIGHT POLE. MOUNT E14-5 ON PROPOSED LIGHT POLE. MOUNT E14-8 ON SINGLE METAL POST PER CITY OF RENTON STD PLAN G 136. MOUNT SIGN BELOW P14-14. MOUNT E14-9 ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 S S . 0 1 . d w g | L a y o u t : 1 S S . 0 1 PL O T T E D : J u n 1 0 , 2 0 2 4 - 0 8 : 3 4 : 0 7 a m B y C W I L C O X XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - L E G E N D . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - A L I G N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT SIGN SCHEDULE 1SS.01 449 A. VILLAR C. WILCOX G. STEPHAN *STATIONS AND OFFSETS ARE CALLED OUT TO THE CENTER OF THE POST. T-4214449 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-4214165 PROPOSED SIGN SCHEDULE SIGN NO. P17-1 P17-2 P17-3 P17-4 P17-5 P17-6 P17-7 P17-8 P18-1 P19-3 P19-4 P19-5 P19-6 P19-7 P19-8 P19-9 P22-1 P22-2 P22-3 P22-4 P22-5 P22-6 P23-1 DESCRIPTION NO PEDESTRIAN CROSSING SYMBOL USE CROSSWALK (RIGHT ARROW) CROSS ONLY AT CROSSWALKS BUS STOP SIGN BUS STOP SIGN NO LEFT TURN SIGN CROSSROAD NAME SIGN (105 PL SE) CROSSROAD NAME SIGN (SE CARR RD) LEFT ARROW BUS ONLY/RIGHT ARROW ONLY BUS STOP SIGN BUS STOP SIGN RIGHT ARROW SPEED LIMIT (15 MPH) PEDESTRIAN CROSSING DOWNWARD DIRECTIONAL ARROW STOP SIGN PEDESTRIAN STOP HERE FOR PEDESTRIANS BUS STOP SIGN STOP HERE FOR PEDESTRIANS BUS STOP SIGN ADVANCE PEDESTRIAN CROSSING SIGN BUS STOP SIGN SIGN CODE R9-3A R9-3BR R9-2 SP SP EX EX EX R3-801(MOD) SP SP EX EX EX EX EX W11-2 R1-5b SP R1-5b SP EX SP LOCATION* CAR 44+57.06 24.7' RT CAR 44+57.06 24.7' RT CAR 44+51.21 35.4' LT CAR 43+95.24 35.2' LT CAR 44+23.99 24.8' RT 105TH 10+58.09 25.9' LT 105TH 10+58.09 25.9' LT 105TH 10+58.09 25.9' LT 105TH 11+35.83 25.5' LT 105TH 25+58.19 14.5' LT 105TH 26+95.04 14.5' RT 105TH 25+23.42 24.7' LT 105TH 25+23.42 24.7' LT 105TH 26+18.68 21.7' LT 105TH 26+18.68 21.7' LT 105TH 26+30.65 26.9' LT 108TH 31+09.53 36.0' LT 108TH 31+09.53 36.0' LT 108TH 31+71.61 33.1' RT 108TH 30+19.29 36.1' RT 108TH 29+67.46 31.5' LT 108TH 30+19.29 36.1' RT 108TH 52+12.65 31.5' LT SIGN SIZE X" 18" 18" 12" VAR VAR EX EX EX 30" VAR VAR EX EX EX EX EX 24" 18" VAR 18" VAR EX VAR SIGN SIZE Y" 18" 12" 18" VAR VAR EX EX EX 30" VAR VAR EX EX EX EX EX 24" 18" VAR 18" VAR EX VAR REMARKS MOUNT SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. MOUNT SIGN BELOW P17-1. MOUNT SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. TO BE INSTALLED BY METRO. TO BE INSTALLED BY METRO. MOUNT E17-3 ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. MOUNT SIGN BELOW P17-7. MOUNT E17-4 ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. MOUNT SIGN ABOVE P17-6. MOUNT E17-5 ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. MOUNT SIGN ABOVE P17-7. MOUNT SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. MOUNT SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. MOUNT SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. MOUNT E19-1 ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. MOUNT E19-2 ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. MOUNT SIGN ON NEW LUMINAIRE POLE. SEE LIGHTING PLANS. MOUNT SIGN ON NEW LUMINAIRE POLE. BELOW P19-7. MOUNT E19-5 SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. MOUNT SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. MOUNT SIGN ABOVE P22-2. MOUNT SIGN BELOW P22-1. TO BE INSTALLED BY METRO. MOUNT SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. MOUNT SIGN BELOW RELOCATED W11-2 SIGN. TO BE INSTALLED BY METRO. MOUNT E22-1 ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. TO BE INSTALLED BY METRO. EXISTING SIGN SCHEDULE SIGN NO.DESCRIPTION SIGN CODE LOCATION SIGN SIZE X" SIGN SIZE Y"REMARKS E1-1 BUS STOP SIGN EX LOG 11+97.04 163.0' LT EX EX EXISTING SIGN TO BE MODIFIED BY METRO E1-2 BUS STOP SIGN EX LOG 12+56.86 119.9' LT EX EX EXISTING SIGN TO BE MODIFIED BY METRO E3A-1 BUS STOP SIGN EX 2ND 23+84.76 19.8' RT EX EX EXISTING SIGN TO BE MODIFIED BY METRO E4-1 TWO HOUR PARKING (TIME) TO (TIME)EX MOR 12+32.75 22.6' RT EX EX REMOVE EXISTING SIGN E4-2 TWO HOUR PARKING (TIME) TO (TIME)EX MOR 13+48.33 22.6' RT EX EX REMOVE EXISTING SIGN E4-3 TWO HOUR PARKING (TIME) TO (TIME)EX MOR 14.81.02 22.5' RT EX EX REMOVE EXISTING SIGN E4A-1 BUS STOP SIGN EX 3RD 18+70.30 23.2' LT EX EX EXISTING SIGN TO BE MODIFIED BY METRO E4B-1 BUS STOP SIGN EX 3RD 25+99.22 24.2' LT EX EX EXISTING SIGN TO BE MODIFIED BY METRO E4C-1 BUS STOP SIGN EX RAI 23+65.17 40.3' RT EX EX EXISTING SIGN TO BE MODIFIED BY METRO E4C-2 BUS STOP SIGN EX RAI 25+86.87 50.4' LT EX EX EXISTING SIGN TO BE MODIFIED BY METRO E4D-1 BUS STOP SIGN EX RAI 35+85.18 26.9' LT EX EX EXISTING SIGN TO BE MODIFIED BY METRO E4E-1 BUS STOP SIGN EX 7TH 12+74.64 40.9' RT EX EX EXISTING SIGN TO BE MODIFIED BY METRO E5-1 PEDESTRIAN DIRECTIONAL SIGN EX GRA 10+85.91 47.8' LT EX EX RELOCATE EXISTING SIGN TO P5-2 E5-2 LOAD LIMIT 10,000 LBS. LICENSED G.V.W. SIGN EX LAK 16+83.04 22.0' LT EX EX RELOCATE EXISTING SIGN TO P5-4 E6-1 YIELD SIGN EX GRA 14+63.93 49.6' RT EX EX RELOCATE EXISTING SIGN TO P6-5 E6-2 NO TRUCKS EX GRA 15+68.29 78.6' LT EX EX RELOCATE EXISTING SIGN TO P6-6 E7-1 BUS STOP SIGN EX GRA 23+27.43 32.6' LT EX EX REMOVE EXISTING SIGN BY METRO E7-2 SPEED LIMIT SIGN (35 MPH)EX GRA 23+50.65 42.7' LT EX EX RELOCATE EXISTING SIGN TO P7-9 E7-3 RIGHT LANE MUST TURN RIGHT EX GRA 23+51.19 42.6' RT EX EX RELOCATE EXISTING SIGN TO P7-8 E7-4 SKYWAY TOWING SIGN EX GRA 23+50.22 56.8' RT EX EX RELOCATE EXISTING SIGN TO P7-10 E8-1 YIELD SIGN EX GRA 24+50.36 55.5' RT EX EX REMOVE EXISTING SIGN E8-2 STOP SIGN EX TAL-B 13+59.05 65.3' LT EX EX RELOCATE EXISTING SIGN TO P8-6 E9-1 INTERSECTION LANE CONTROL EX TAL-B 15+82.16 40.1' LT EX EX REMOVE EXISTING SIGN E9-2 PHOTO ENFORCED EX TAL-B 16+26.83 40.5' LT EX EX RELOCATE EXISTING SIGN TO P9-2 E9-3 BUS STOP SIGN EX TAL-B 18+21.36 36.4' RT EX EX EXISTING SIGN TO BE MODIFIED & RELOCATED BY METRO E9-4 405 NORTH LEFT LANE EX TAL-B 20+41.81 50.0' RT EX EX RELOCATE EXISTING SIGN TO P10-3 E9-5 MILEPOST SIGN EX TAL-B 20+70.99 50.2' RT EX EX RELOCATE EXISTING SIGN TO P10-4 E10A-1 BUS STOP SIGN EX TAL-B 25+73.91 37.3' LT EX EX EXISTING SIGN TO BE MODIFIED BY METRO E11-1 BUS STOP SIGN EX TAL-B 35+02.06 44.5' RT EX EX REMOVE EXISTING SIGN BY METRO E11A-1 BUS STOP SIGN EX TAL-21 15+42.31 21.9' LT EX EX REMOVE EXISTING SIGN BY METRO E11A-2 BUS STOP SIGN EX TAL-21 15+80.70 22.5' RT EX EX REMOVE EXISTING SIGN BY METRO E12-1 STOP SIGN EX TAL-21 25+63.11 31.3' RT EX EX RELOCATE EXISTING SIGN TO P12-5 E12-2 BUS STOP SIGN (OLD TYPE)EX TAL-21 26+04.92 24.9' LT EX EX REMOVE EXISTING SIGN BY METRO E12-3 BUS STOP SIGN EX TAL-21 26+47.98 22.8' RT EX EX REMOVE EXISTING SIGN BY METRO E12A-1 BUS STOP SIGN EX TAL-21 33+22.09 25.2' LT EX EX REMOVE EXISTING SIGN BY METRO E12A-2 BUS STOP SIGN EX TAL-21 35+54.02 23.0' RT EX EX REMOVE EXISTING SIGN BY METRO E12B-1 BUS STOP SIGN EX TAL-21 38+82.86 23.5' LT EX EX REMOVE EXISTING SIGN BY METRO E12B-2 BUS STOP SIGN EX TAL-21 40+64.88 16.0' RT EX EX REMOVE EXISTING SIGN BY METRO E13-1 BUS STOP SIGN EX TAL-21 56+12.47 22.3' RT EX EX REMOVE EXISTING SIGN BY METRO E13-2 BUS STOP SIGN EX TAL-21 56+12.59 23.9' LT EX EX REMOVE EXISTING SIGN BY METRO C: \ p w _ w o r k d i r \ d e n 0 0 3 \ j e g _ l e e n 3 \ d 0 6 0 1 3 8 9 \ 1 S S . 0 1 . d w g | L a y o u t : 1 S S . 0 2 PL O T T E D : F e b 0 2 , 2 0 2 6 - 1 1 : 3 1 : 0 2 a m B y L E E N 3 XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - L E G E N D . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - A L I G N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE MARCH 2025G. FRANCO 1134237 KC001396 473K. CHANG YUEN ISSUE FOR CONSTRUCTION MARCH 2025 RENTON SEGMENT SIGN SCHEDULE 1SS.02 450 A. VILLAR C. WILCOX G. STEPHAN / K.CRAIG T-4214450 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 1 DCR #7 - 186TH OB STATION CHANGES NAL AHV 01-30-26 1 02/05/26 DEVELOPMENT ENGINEERING msippo 04/17/2026 T-4214166 EXISTING SIGN SCHEDULE SIGN NO.DESCRIPTION SIGN CODE LOCATION SIGN SIZE X" SIGN SIZE Y"REMARKS E14-1 BUS STOP SIGN EX TAL-21 72+09.68 20.9' RT EX EX REMOVE EXISTING SIGN BY METRO E14-2 BUS STOP SIGN EX TAL-21 72+40.13 22.7' LT EX EX REMOVE EXISTING SIGN BY METRO E14-3 STOP SIGN EX TAL-21 72+52.96 21.8' LT EX EX RELOCATE EXISTING SIGN TO P14-9 E14-4 CROSSROAD NAME SIGN (S 37TH ST)EX TAL-21 72+52.96 21.8' LT EX EX RELOCATE EXISTING SIGN TO P14-10 E14-5 CROSSROAD NAME SIGN (TALBOT RD S)EX TAL-21 72+52.96 21.8' LT EX EX RELOCATE EXISTING SIGN TO P14-11 E14-6 STOP SIGN EX TAL-21 73+72.00 28.0' RT EX EX RELOCATE EXISTING SIGN TO P14-16 E14-7 NO PARKING ANY TIME EX TAL-21 73+88.38 28.6' RT EX EX RELOCATE EXISTING SIGN TO P14-15 E14-8 NO PARKING ANY TIME EX TAL-21 75+33.88 31.6' RT EX EX RELOCATE EXISTING SIGN TO P14-12 E14-9 CROSSROAD NAME SIGN (S 38TH CT)EX TAL-21 75+33.88 31.6' RT EX EX RELOCATE EXISTING SIGN TO P14-13 E14-10 CROSSROAD NAME SIGN (TALBOT RD S)EX TAL-21 75+33.88 31.6' RT EX EX RELOCATE EXISTING SIGN TO P14-14 E14A-1 BUS STOP SIGN EX TAL-21 83+65.93 28.3' RT EX EX REMOVE EXISTING SIGN BY METRO E14A-2 BUS STOP SIGN EX TAL-21 80+55.57 28.4' LT EX EX REMOVE EXISTING SIGN BY METRO E15-1 BUS STOP SIGN EX TAL-21 88+89.68 28.6' RT EX EX REMOVE EXISTING SIGN BY METRO E15-2 BUS STOP SIGN EX TAL-21 89+83.41 28.9' LT EX EX REMOVE EXISTING SIGN BY METRO E15A-1 BUS STOP SIGN EX CAR 12+75.94 37.9' RT EX EX EXISTING SIGN TO BE MODIFIED BY METRO E15B-1 BUS STOP SIGN EX CAR 19+65.67 45.9' RT EX EX EXISTING SIGN TO BE MODIFIED BY METRO E15B-2 BUS STOP SIGN EX CAR 20+66.78 23.5' LT EX EX EXISTING SIGN TO BE MODIFIED BY METRO E16-1 BUS STOP SIGN EX CAR 33+81.21 28.3' RT EX EX REMOVE EXISTING SIGN BY METRO E16-2 BUS STOP SIGN EX CAR 35+52.00 27.9' LT EX EX REMOVE EXISTING SIGN BY METRO E17-1 YIELD SIGN EX CAR 44+87.12 60.3 'RT 36 36 REMOVE EXISTING SIGN E17-2 STOP SIGN EX CAR 45+68.78 36.7' RT 30 30 REMOVE EXISTING SIGN E17-3 NO LEFT TURN SIGN EX CAR 45+68.78 36.7' RT 30 30 RELOCATE EXISTING SIGN TO P17-6 E17-4 CROSSROAD NAME SIGN (105 PL SE)EX CAR 45+68.78 36.7' RT VAR 12 RELOCATE EXISTING SIGN TO P17-7 E17-5 CROSSROAD NAME SIGN (SE CARR RD)EX CAR 45+68.78 36.7' RT VAR 12 RELOCATE EXISTING SIGN TO P17-8 E17-6 SIGNAL AHEAD EX 105TH 10+87.25 77.17' RT 30 30 REMOVE EXISTING SIGN E17-7 DO NOT BLOCK INTERSECTION EX 105TH 10+42.82 29.35' RT EX EX REMOVE EXISTING SIGN E18-1 BUS STOP SIGN EX N:165343.045, E:1302583.125 VAR VAR EXISTING SIGN TO BE MODIFIED BY METRO E18-2 BUS STOP SIGN EX N:165429.629, E:1302678.820 VAR VAR EXISTING SIGN TO BE MODIFIED BY METRO E18-3 BUS STOP SIGN EX N:165247.434, E:1302962.632 VAR VAR REMOVE EXISTING SIGN BY METRO E19-1 RIGHT ARROW EX 105TH 25+47.36 24.58' LT EX EX RELOCATE EXISTING SIGN E19-2 SPEED LIMIT (15 MPH)EX 105TH 25+47.36 24.58' LT EX EX RELOCATE EXISTING SIGN E19-3 PEDESTRIAN CROSSING EX 105TH 26+23.54 25.21' LT EX EX RELOCATE EXISTING SIGN E19-4 DOWNWARD DIAGONAL ARROW EX 105TH 26+23.54 25.21' LT EX EX RELOCATE EXISTING SIGN E19-5 STOP SIGN EX 105TH 26+31.31 30.90' LT EX EX RELOCATE EXISTING SIGN E19-6 NO PARKING ANY TIME EX 105TH 27+14.11 23.91' RT EX EX REMOVE EXISTING SIGN E19-7 PEDESTRIAN CROSSING EX 105TH 26+02.16 19.54' RT EX EX PROTECT EXISTING SIGN E19-8 DOWNWARD DIAGONAL ARROW EX 105TH 26+02.16 19.54' RT EX EX PROTECT EXISTING SIGN E20-1 BUS STOP SIGN EX 108TH 16+68.59 34.2' RT VAR VAR REMOVE EXISTING SIGN BY METRO E20-2 BUS STOP SIGN EX 108TH 20+13.04 46.8' RT VAR VAR REMOVE EXISTING SIGN BY METRO E22-1 ADVANCE PEDESTRIAN CROSSING SIGN EX 108TH 30+52.65 34.5' RT EX EX RELOCATE EXISTING SIGN TO P22-6 E22-2 BUS STOP SIGN EX 108TH 30+98.01 35.7' LT EX EX REMOVE EXISTING SIGN BY METRO E22-3 BUS STOP SIGN EX 108TH 31+66.16 37.3' RT EX EX REMOVE EXISTING SIGN BY METRO E23-1 BUS STOP SIGN EX 108TH 52+59.44 36.1' LT EX EX REMOVE EXISTING SIGN BY METRO C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 S S . 0 1 . d w g | L a y o u t : 1 S S . 0 3 PL O T T E D : J u n 1 0 , 2 0 2 4 - 0 8 : 3 4 : 2 9 a m B y C W I L C O X XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - L E G E N D . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - T O P O . d w g ; X - S N - C H A N N _ R E N T O N . d w g ; X - S T A T I O N _ R E N T O N . d w g ; X - A L I G N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN AD-READY SUBMITTAL RENTON SEGMENT SIGN SCHEDULE 1SS.03 451 A. VILLAR C. WILCOX G. STEPHAN T-4214451 TR O - 4 1 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/12/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-4214167 SIZE/REMARKSSCIENTIFIC/COMMON NAMEQTYSYM PLANTING SCHEDULE 2,774 SF ITEMQTYSYM SEED / MULCH PLANTING SCHEDULE 11,772 SF SEED LAWN INSTALLATION 3" DEPTH MULCH TREES Amelanchier laevis 'Snowcloud' / SNOWCLOUD SERVICEBERRY Carpinus betulus 'Fastigiata' / COLUMNAR HORNBEAM Ginkgo biloba 'Autumn Gold' / AUTUMN GOLD GINKGO 2.5" CAL; B&B; FULL, WELL BRANCHED & WELL ROOTED; STRAIGHT CENTRAL LEADER & SINGLE TRUNK; SYMMETRICAL BRANCHING HABIT 3 9 13 Maackia amurensis / AMUR MAACKIA14 DETAILS Crataegus x mordenensis / TOBA HAWTHORN Parrotia persica 'Vanessa' / VANESSA PERSIAN IRONWOOD 9 12 Quercus bicolor / SWAMP WHITE OAK6 Pseudotsuga menziesii / DOUGLAS FIR6 SHRUB & GROUNDCOVER MIX B SHRUB & GROUNDCOVER MIX A 69 2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED; 2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED; 1 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED; 1 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED; 1 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED; 1 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED; 2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED; 2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED; 1 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED; 1 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED; 1 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED; SIZE/REMARKSSCIENTIFIC/COMMON NAMEQTYSYM DETAILS SHRUB & GROUNDCOVER MIX C 2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED; 2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED; 2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED; 1 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED; 1 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED; 1 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED; Viburnum davidii / DAVID VIBURNUM Polystichum munitum / WESTERN SWORD FERN Mahonia repens / CREEPING OREGON GRAPE Carex testacea / ORANGE SEDGE Helianthemum 'Henfield Brilliant' / HENFIELD BRILLIANT ROCK ROSE Agastache 'Blue Boa' / BLUE BOA HYSSOP 249 416 395 233 102 Spiraea japonica 'Walbuma' / MAGIC CARPET SPIREA Pinus mugo 'Slowmound' / SLOWMOUND MUGO PINE Mahonia repens / CREEPING OREGON GRAPE Lavandula angustifolia 'Hidcote' / HIDCOTE LAVENDER Armeria maritima / SEA THRIFT 317 173 728 404 641 Physocarpus opulifolius 'Jefam' / AMBER JUBILEE NINEBARK Vaccinium ovatum / EVERGREEN HUCKLEBERRY Polystichum munitum / WESTERN SWORD FERN Mahonia repens / CREEPING OREGON GRAPE Arctostaphylos urva-ursi / KINNIKINNICK Sedum spurium 'Dragon's Blood' / DRAGON'S BLOOD STONECROP 116 157 990 1,817 905 1,650 SHRUB & GROUNDCOVER MIX D 2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED; 2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED; 2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED; 1 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED; 2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED; 1 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED; 1 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED; 1 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED; 1 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED; Cotoneaster dammeri 'Coral Beauty' / CORAL BEAUTY COTONEASTER Mahonia aquifolium / TALL OREGON GRAPE Philadelphus coronarius / MOCK ORANGE Cistus purpureus / PURPLE ROCK ROSE Hypericum calycinum / ST. JOHN'S WORT Photinia x fraseri / FRASER PHOTINIA Lavandula angustifolia 'Munstead' / MUNSTEAD LAVENDER Euphorbia characias ssp. wulfenii / LARGE MEDITERRANEAN SPURGE Jacobaea maritima / DUSTY MILLER 394 3 40 1,247 5 72 18 35 72 SF 4" DEPTH ROUNDED RIVER ROCK MULCH ITEMSYM IRRIGATION RESTORATION INDICATES EXISTING IRRIGATION TO BE RESTORED WITHIN LIMITS OF LAWN RESTORATION, MULCH RESTORATION, OR NEW PLANTING AREA 6' HT; B&B; FULL, FULLY BRANCHED & WELL ROOTED; STRAIGHT CENTRAL LEADER & SINGLE TRUNK; SYMMETRICAL BRANCHING HABIT PLANTING NOTES 1.ANY DISCREPANCIES W/ THE DWGS AND/OR SPECS & SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF PROJECT REPRESENTATIVE PRIOR TO PROCEEDING WITH CONSTRUCTION. 2.THE CONTRACTOR IS RESPONSIBLE FOR LOCATING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. 3.HAND WATER PLANT MATERIALS DURING INSTALLATION AND PLANT ESTABLISHMENT. IN AREAS WHERE AUTOMATIC IRRIGATION IS RESTORED AND FULLY FUNCTIONING, COORDINATE WITH PROPERTY OWNER ON WATER SCHEDULE. 122 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ j e g _ f l o r e a c n \ d 0 6 0 1 3 8 9 \ 1 U 1 . 0 1 . d w g | L a y o u t : 1 U 1 . 0 0 PL O T T E D : F e b 1 2 , 2 0 2 6 - 0 7 : 3 1 : 5 9 a m B y F L O R E A C N XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - L D _ R E N T O N . d w g ; X - L E G E N D . d w g ; X - R D W Y _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - P A R C E L - I N F O . d w g ; X - A L I G N . d w g ; X - R O W _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - T R E E - P R O T E C T I O N _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE MARCH 2025G. FRANCO 1134237 KC001396 473K. CHANG YUEN STA T E O F W A SHIN G T O N L I C E N S E D LANDSCA P E A R C HITECT N O . 1427 EX P. 12 /0 8/27 CHAN T E N O E LLA FL O R E A N I ISSUE FOR CONSTRUCTIONISSUE FOR CONSTRUCTION MARCH 2025 RENTON SEGMENT LANDSCAPE SCHEDULES, GENERAL NOTES AND LEGEND 1U1.00 452 C. FLOREANI C. FLOREANI T. WALKER 1 1U2.01 A 1U2.01 B 1U2.01 C 1U2.01 D 1U2.01 C 1U2.01 D 1U2.01 C 1U2.01 D 1U2.01 C 1U2.01 D R-4214452 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 1 DCR #7 - RENTON 186TH OB STATION CHANGES CNF CNF 01-30-26 1 1 1 1 1 02/05/26 DEVELOPMENT ENGINEERING msippo 04/17/2026 T-4214168 GENERAL NOTES 1.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, CITY OF RENTON STANDARDS, AND THESE PLANS. 2.CONTRACTOR SHALL BE FAMILIAR WITH AND COORDINATE WITH LOCATIONS OF ALL EXISTING AND NEW ON-SITE UTILITIES PRIOR TO COMMENCING ANY SOIL PREPARATION, AND PLANTING WORK. 3.LIMITS OF PLANTING EQUALS LIMITS OF DISTURBANCE. MEET AND MATCH EXISTING LANDSCAPE CONDITIONS WITH A SMOOTH TRANSITION. 4.REPAIR OR REPLACE IN KIND ANY IRRIGATION DAMAGED DURING CONSTRUCTION PER SPECIFICATIONS. 5.PROTECT ALL VEGETATION NOT INDICATED FOR REMOVAL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO RESTORE AND REPLACE ANY PLANTING AREAS THAT ARE DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY TO PRECONSTRUCTION CONDITION. 6.REFER TO ROW, SURVEY CONTROL & ALIGNMENT PLAN FOR TEMPORARY CONSTRUCTION EASEMENT ALIGNMENT AND REVISED ROW ALIGNMENT LOCATIONS. 7.REFER TO THE SITE PREPARATION PLANS AND THE APPROVED PROTECTED TREE AND PLANT MAINTENANCE PLAN. SEE TREE AND PLANT PROTECTION SPECIFICATIONS FOR TREE PROTECTION AND TREE REMOVALS. 8.REFER TO LANDSCAPE DETAILS FOR SOIL PREP REQUIREMENTS IN TREE PROTECTION ZONES. 192305-9068 19 2 3 0 5 - 9 1 0 1 192305-9102 192305-9103 192305-9032 18+29 17+ 0 0 18 + 0 0 10+00 11+00 12+00 13+00 14+00 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 U 1 . 0 1 . d w g | L a y o u t : 1 U 1 . 0 1 PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 2 : 5 2 : 2 1 p m B y C W I L C O X XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - L D _ R E N T O N . d w g ; X - L E G E N D . d w g ; X - R D W Y _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - P A R C E L - I N F O . d w g ; X - A L I G N . d w g ; X - R O W _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - T R E E - P R O T E C T I O N _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN STA T E O F W A SHIN G T O N LI C E N S E D LANDSCA P E A R C HITECT N O . 1427 EX P. 1 2 /0 8/25 CHANT E N O ELLA FL O R E A N I AD-READY SUBMITTAL 20'40' SCALE: 1" = 40' 0' RENTON SEGMENT LANDSCAPE PLAN GRA 10+00 TO GRA 14+00 1U1.01 453 C. FLOREANI C. FLOREANI L. FRENCH S GRADY WAY LAK E A V E S (LA K - L I N E ) (GRA-LINE) LIGHT FIXTURE, TYP SEE LIGHTING PLANS EX ROW1U3.02 D PLANTING AREA D1 PLANTING AREA D2 BARK OR WOOD CHIP MULCH 1U2.02 B 1 R-4214453 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/11/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214271 GENERAL NOTES 1.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, CITY OF RENTON STANDARDS, AND THESE PLANS. 2.CONTRACTOR SHALL BE FAMILIAR WITH AND COORDINATE WITH LOCATIONS OF ALL EXISTING AND NEW ON-SITE UTILITIES PRIOR TO COMMENCING ANY SOIL PREPARATION, AND PLANTING WORK. 3.LIMITS OF PLANTING EQUALS LIMITS OF DISTURBANCE. MEET AND MATCH EXISTING LANDSCAPE CONDITIONS WITH A SMOOTH TRANSITION. 4.REPAIR OR REPLACE IN KIND ANY IRRIGATION DAMAGED DURING CONSTRUCTION PER SPECIFICATIONS. 5.PROTECT ALL VEGETATION NOT INDICATED FOR REMOVAL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO RESTORE AND REPLACE ANY PLANTING AREAS THAT ARE DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY TO PRECONSTRUCTION CONDITION. 6.REFER TO ROW, SURVEY CONTROL & ALIGNMENT PLAN FOR TEMPORARY CONSTRUCTION EASEMENT ALIGNMENT AND REVISED ROW ALIGNMENT LOCATIONS. 7.REFER TO THE SITE PREPARATION PLANS AND THE APPROVED PROTECTED TREE AND PLANT MAINTENANCE PLAN. SEE TREE AND PLANT PROTECTION SPECIFICATIONS FOR TREE PROTECTION AND TREE REMOVALS. 8.REFER TO LANDSCAPE DETAILS FOR SOIL PREP REQUIREMENTS IN TREE PROTECTION ZONES. 192305-9043 192305-9096 192305-9032 14+00 15+00 16+00 17+00 18+00 19+00 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 U 1 . 0 1 . d w g | L a y o u t : 1 U 1 . 0 2 PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 2 : 5 2 : 4 6 p m B y C W I L C O X XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - L D _ R E N T O N . d w g ; X - L E G E N D . d w g ; X - R D W Y _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - P A R C E L - I N F O . d w g ; X - A L I G N . d w g ; X - R O W _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - T R E E - P R O T E C T I O N _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN STA T E O F W A SHIN G T O N LI C E N S E D LANDSCA P E A R C HITECT N O . 1427 EX P. 1 2 /0 8/25 CHANT E N O ELLA FL O R E A N I AD-READY SUBMITTAL 20'40' SCALE: 1" = 40' 0' RENTON SEGMENT LANDSCAPE PLAN GRA 14+00 TO GRA 19+00 1U1.02 454 C. FLOREANI C. FLOREANI L. FRENCH S GRADY WAY (GRA-LINE) LIGHT FIXTURE, TYP SEE LIGHTING PLANS TCE ROW - PROPOSED EX ROW 3' 5' 1U3.01 B 1U3.01 A 1U3.02 D 1 1 1 1 1U2.02 D SH A T T U C K A V E S PLANTING AREA D2 PLANTING AREA A1 PLANTING AREA A2 PLANTING AREA B1 PLANTING AREA B2 PLANTING AREA B3 PLANTING AREA D3 PLANTING AREA D4 PLANTING AREA A3 1 1U2.02 A 1U2.02 A 1U2.02 F 3' 1U2.02 B1U2.02 B SOIL PREP DETAIL B SHALL EXTEND TO 10' RADIUS FROM CENTER OF TREE WITHIN WORK LIMITS. 1U2.02 B SOIL PREP DETAIL B SHALL EXTEND TO 10' RADIUS FROM CENTER OF TREE WITHIN WORK LIMITS. R-4214454 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 TREE PROTECTION ZONE OF EXISTING TREE, TYP. SEE SITE PREPARATION PLANS FOR TREE PROTECTION FENCING, DETAIL AND EXISTING TREES TO BE REMOVED. 6/11/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214272 GENERAL NOTES 1.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, CITY OF RENTON STANDARDS, AND THESE PLANS. 2.CONTRACTOR SHALL BE FAMILIAR WITH AND COORDINATE WITH LOCATIONS OF ALL EXISTING AND NEW ON-SITE UTILITIES PRIOR TO COMMENCING ANY SOIL PREPARATION, AND PLANTING WORK. 3.LIMITS OF PLANTING EQUALS LIMITS OF DISTURBANCE. MEET AND MATCH EXISTING LANDSCAPE CONDITIONS WITH A SMOOTH TRANSITION. 4.REPAIR OR REPLACE IN KIND ANY IRRIGATION DAMAGED DURING CONSTRUCTION PER SPECIFICATIONS. 5.PROTECT ALL VEGETATION NOT INDICATED FOR REMOVAL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO RESTORE AND REPLACE ANY PLANTING AREAS THAT ARE DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY TO PRECONSTRUCTION CONDITION. 6.REFER TO ROW, SURVEY CONTROL & ALIGNMENT PLAN FOR TEMPORARY CONSTRUCTION EASEMENT ALIGNMENT AND REVISED ROW ALIGNMENT LOCATIONS. 7.REFER TO THE SITE PREPARATION PLANS AND THE APPROVED PROTECTED TREE AND PLANT MAINTENANCE PLAN. SEE TREE AND PLANT PROTECTION SPECIFICATIONS FOR TREE PROTECTION AND TREE REMOVALS. 8.REFER TO LANDSCAPE DETAILS FOR SOIL PREP REQUIREMENTS IN TREE PROTECTION ZONES. 192305-9070 192305-9023 192305-9070 19+00 20+00 21+00 22+00 23+00 24+00 PA R C E L 1 8 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 U 1 . 0 1 . d w g | L a y o u t : 1 U 1 . 0 3 PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 2 : 5 3 : 0 9 p m B y C W I L C O X XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - L D _ R E N T O N . d w g ; X - L E G E N D . d w g ; X - R D W Y _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - P A R C E L - I N F O . d w g ; X - A L I G N . d w g ; X - R O W _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - T R E E - P R O T E C T I O N _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN STA T E O F W A SHIN G T O N LI C E N S E D LANDSCA P E A R C HITECT N O . 1427 EX P. 1 2 /0 8/25 CHANT E N O ELLA FL O R E A N I AD-READY SUBMITTAL 20'40' SCALE: 1" = 40' 0' RENTON SEGMENT LANDSCAPE PLAN GRA 19+00 TO GRA 24+00 1U1.03 455 C. FLOREANI C. FLOREANI L. FRENCH S GRADY WAY (GRA-LINE) TCE ROW - PROPOSEDLIGHT FIXTURE, TYP SEE LIGHTING PLANS EX ROW 3' 5' TCE ROW - PROPOSED 5' 3. 8 ' 1 1 1 1 1U3.02 C 1U3.01 A 1U3.01 B 1U2.02 D 1U2.02 F 1U2.02 B PLANTING AREA B2 PLANTING AREA A3 PLANTING AREA B4 PLANTING AREA B5 PLANTING AREA B4 PLANTING AREA A4 PLANTING AREA C1 PLANTING AREA B6 PLANTING AREA C2 PLANTING AREA C3 PLANTING AREA A5 1U2.02 F 1U2.02 B SOIL PREP DETAIL B SHALL EXTEND TO 10' RADIUS FROM CENTER OF TREE WITHIN WORK LIMITS. R-4214455 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/11/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214273 GENERAL NOTES 1.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, CITY OF RENTON STANDARDS, AND THESE PLANS. 2.CONTRACTOR SHALL BE FAMILIAR WITH AND COORDINATE WITH LOCATIONS OF ALL EXISTING AND NEW ON-SITE UTILITIES PRIOR TO COMMENCING ANY SOIL PREPARATION, AND PLANTING WORK. 3.LIMITS OF PLANTING EQUALS LIMITS OF DISTURBANCE. MEET AND MATCH EXISTING LANDSCAPE CONDITIONS WITH A SMOOTH TRANSITION. 4.REPAIR OR REPLACE IN KIND ANY IRRIGATION DAMAGED DURING CONSTRUCTION PER SPECIFICATIONS. 5.PROTECT ALL VEGETATION NOT INDICATED FOR REMOVAL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO RESTORE AND REPLACE ANY PLANTING AREAS THAT ARE DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY TO PRECONSTRUCTION CONDITION. 6.REFER TO ROW, SURVEY CONTROL & ALIGNMENT PLAN FOR TEMPORARY CONSTRUCTION EASEMENT ALIGNMENT AND REVISED ROW ALIGNMENT LOCATIONS. 7.REFER TO THE SITE PREPARATION PLANS AND THE APPROVED PROTECTED TREE AND PLANT MAINTENANCE PLAN. SEE TREE AND PLANT PROTECTION SPECIFICATIONS FOR TREE PROTECTION AND TREE REMOVALS. 8.REFER TO LANDSCAPE DETAILS FOR SOIL PREP REQUIREMENTS IN TREE PROTECTION ZONES. PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL P 91 5 4 6 0 - 0 0 0 5 915460-0010 192305- 9 0 2 3 24 + 0 0 25 + 0 0 26 + 0 0 10+0010+00 11+00 12+00 13+00 14+00 27 + 0 0 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 U 1 . 0 1 . d w g | L a y o u t : 1 U 1 . 0 4 PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 2 : 5 3 : 3 6 p m B y C W I L C O X XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - L D _ R E N T O N . d w g ; X - L E G E N D . d w g ; X - R D W Y _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - P A R C E L - I N F O . d w g ; X - A L I G N . d w g ; X - R O W _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - T R E E - P R O T E C T I O N _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN STA T E O F W A SHIN G T O N LI C E N S E D LANDSCA P E A R C HITECT N O . 1427 EX P. 1 2 /0 8/25 CHANT E N O ELLA FL O R E A N I AD-READY SUBMITTAL 20'40' SCALE: 1" = 40' 0' RENTON SEGMENT LANDSCAPE PLAN GRA 24+00 TO TAL-B 14+00 1U1.04 456 C. FLOREANI C. FLOREANI L. FRENCH S G R A D Y W A Y TALBOT RD S (TAL-B-LINE) (G R A - L I N E ) EX ROW 5' 1 1U3.02 C 1U2.02 B 1U2.02 D 1U2.02 A 1U3.01 B 1U2.02 F TCE ROW - PROPOSED 1 1 PLANTING AREA C3 PLANTING AREA A5 PLANTING AREA A6 PLANTING AREA C1 ROW - PROPOSED BARK OR WOOD CHIP MULCH PLANTING AREA C7 PLANTING AREA C4 LIGHT FIXTURE, TYP SEE LIGHTING PLANS 1U3.02 C 1U2.02 F 1U3.02 C 1U2.02 C PLANTING AREA B7 PLANTING AREA B9 PLANTING AREA B8 PLANTING AREA C5 PLANTING AREA C6 TRAFFIC CAMERA 1U2.02 B SOIL PREP DETAIL B SHALL EXTEND TO 10' RADIUS FROM CENTER OF TREE WITHIN WORK LIMITS. PLANTING AREA C9 PLANTING AREA C10 R-4214456 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/11/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214274 GENERAL NOTES 1.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, CITY OF RENTON STANDARDS, AND THESE PLANS. 2.CONTRACTOR SHALL BE FAMILIAR WITH AND COORDINATE WITH LOCATIONS OF ALL EXISTING AND NEW ON-SITE UTILITIES PRIOR TO COMMENCING ANY SOIL PREPARATION, AND PLANTING WORK. 3.LIMITS OF PLANTING EQUALS LIMITS OF DISTURBANCE. MEET AND MATCH EXISTING LANDSCAPE CONDITIONS WITH A SMOOTH TRANSITION. 4.REPAIR OR REPLACE IN KIND ANY IRRIGATION DAMAGED DURING CONSTRUCTION PER SPECIFICATIONS. 5.PROTECT ALL VEGETATION NOT INDICATED FOR REMOVAL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO RESTORE AND REPLACE ANY PLANTING AREAS THAT ARE DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY TO PRECONSTRUCTION CONDITION. 6.REFER TO ROW, SURVEY CONTROL & ALIGNMENT PLAN FOR TEMPORARY CONSTRUCTION EASEMENT ALIGNMENT AND REVISED ROW ALIGNMENT LOCATIONS. 7.REFER TO THE SITE PREPARATION PLANS AND THE APPROVED PROTECTED TREE AND PLANT MAINTENANCE PLAN. SEE TREE AND PLANT PROTECTION SPECIFICATIONS FOR TREE PROTECTION AND TREE REMOVALS. 8.REFER TO LANDSCAPE DETAILS FOR SOIL PREP REQUIREMENTS IN TREE PROTECTION ZONES. PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL 192305-9094 202305-9007 192305- 9 0 2 3 14+00 15+00 16+00 17+00 18+00 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 U 1 . 0 1 . d w g | L a y o u t : 1 U 1 . 0 5 PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 2 : 5 4 : 3 7 p m B y C W I L C O X XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - L D _ R E N T O N . d w g ; X - L E G E N D . d w g ; X - R D W Y _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - P A R C E L - I N F O . d w g ; X - A L I G N . d w g ; X - R O W _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - T R E E - P R O T E C T I O N _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN STA T E O F W A SHIN G T O N LI C E N S E D LANDSCA P E A R C HITECT N O . 1427 EX P. 1 2 /0 8/25 CHANT E N O ELLA FL O R E A N I AD-READY SUBMITTAL 20'40' SCALE: 1" = 40' 0' RENTON SEGMENT LANDSCAPE PLAN TAL-B 14+00 TO TAL-B 18+50 1U1.05 457 C. FLOREANI C. FLOREANI L. FRENCH TALBOT RD S (TAL-B-LINE) TCE EX ROW 1 1U3.02 D 1U2.02 A 1 1 1U2.02 A PLANTING AREA D5 PLANTING AREA D6 PLANTING AREA C11 1U3.02 C TREE PROTECTION ZONE, TYP ROW - PROPOSED 1 PLANTING AREA C8 LIGHT FIXTURE, TYP SEE LIGHTING PLANS EX ROW 1U3.02 C 1U2.02 F 1U2.02 B 1 SOIL PREP DETAIL B SHALL EXTEND TO 10' RADIUS FROM CENTER OF TREE WITHIN WORK LIMITS. 1U2.02 B SOIL PREP DETAIL B SHALL EXTEND TO 10' RADIUS FROM CENTER OF TREE WITHIN WORK LIMITS. 1U2.02 B SOIL PREP DETAIL B SHALL EXTEND TO 10' RADIUS FROM CENTER OF TREE WITHIN WORK LIMITS. BARK OR WOOD CHIP MULCH R-4214457 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/11/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214275 GENERAL NOTES 1.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, CITY OF RENTON STANDARDS, AND THESE PLANS. 2.CONTRACTOR SHALL BE FAMILIAR WITH AND COORDINATE WITH LOCATIONS OF ALL EXISTING AND NEW ON-SITE UTILITIES PRIOR TO COMMENCING ANY SOIL PREPARATION, AND PLANTING WORK. 3.LIMITS OF PLANTING EQUALS LIMITS OF DISTURBANCE. MEET AND MATCH EXISTING LANDSCAPE CONDITIONS WITH A SMOOTH TRANSITION. 4.REPAIR OR REPLACE IN KIND ANY IRRIGATION DAMAGED DURING CONSTRUCTION PER SPECIFICATIONS. 5.PROTECT ALL VEGETATION NOT INDICATED FOR REMOVAL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO RESTORE AND REPLACE ANY PLANTING AREAS THAT ARE DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY TO PRECONSTRUCTION CONDITION. 6.REFER TO ROW, SURVEY CONTROL & ALIGNMENT PLAN FOR TEMPORARY CONSTRUCTION EASEMENT ALIGNMENT AND REVISED ROW ALIGNMENT LOCATIONS. 7.REFER TO THE SITE PREPARATION PLANS AND THE APPROVED PROTECTED TREE AND PLANT MAINTENANCE PLAN. SEE TREE AND PLANT PROTECTION SPECIFICATIONS FOR TREE PROTECTION AND TREE REMOVALS. 8.REFER TO LANDSCAPE DETAILS FOR SOIL PREP REQUIREMENTS IN TREE PROTECTION ZONES. 202305-9008 192305-9001 72 3 1 6 0 - 0 5 9 5 19+00 20+00 21+00 22+00 23+00 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 U 1 . 1 0 . d w g | L a y o u t : 1 U 1 . 0 6 PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 2 : 5 6 : 0 1 p m B y C W I L C O X XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - P A R C E L - I N F O . d w g ; X - L D _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - L E G E N D . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - A L I G N . d w g ; X - R O W _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - T R E E - P R O T E C T I O N _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN STA T E O F W A SHIN G T O N LI C E N S E D LANDSCA P E A R C HITECT N O . 1427 EX P. 1 2 /0 8/25 CHANT E N O ELLA FL O R E A N I AD-READY SUBMITTAL 20'40' SCALE: 1" = 40' 0' TALBOT RD S I - 4 0 5 S B O F F - R A M P (TAL-B-LINE) RENTON SEGMENT LANDSCAPE PLAN TAL-B 18+50 TO TAL-B 23+50 1U1.06 458 C. FLOREANI C. FLOREANI L. FRENCH EX ROW PLANTING AREA C11 PLANTING AREA C12 1U3.02 C PLANTING AREA D7 TREE PROTECTION ZONE, TYP 1U2.02 B 1 1 1U3.02 D R-4214458 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/11/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214276 GENERAL NOTES 1.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, CITY OF RENTON STANDARDS, AND THESE PLANS. 2.CONTRACTOR SHALL BE FAMILIAR WITH AND COORDINATE WITH LOCATIONS OF ALL EXISTING AND NEW ON-SITE UTILITIES PRIOR TO COMMENCING ANY SOIL PREPARATION, AND PLANTING WORK. 3.LIMITS OF PLANTING EQUALS LIMITS OF DISTURBANCE. MEET AND MATCH EXISTING LANDSCAPE CONDITIONS WITH A SMOOTH TRANSITION. 4.REPAIR OR REPLACE IN KIND ANY IRRIGATION DAMAGED DURING CONSTRUCTION PER SPECIFICATIONS. 5.PROTECT ALL VEGETATION NOT INDICATED FOR REMOVAL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO RESTORE AND REPLACE ANY PLANTING AREAS THAT ARE DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY TO PRECONSTRUCTION CONDITION. 6.REFER TO ROW, SURVEY CONTROL & ALIGNMENT PLAN FOR TEMPORARY CONSTRUCTION EASEMENT ALIGNMENT AND REVISED ROW ALIGNMENT LOCATIONS. 7.REFER TO THE SITE PREPARATION PLANS AND THE APPROVED PROTECTED TREE AND PLANT MAINTENANCE PLAN. SEE TREE AND PLANT PROTECTION SPECIFICATIONS FOR TREE PROTECTION AND TREE REMOVALS. 8.REFER TO LANDSCAPE DETAILS FOR SOIL PREP REQUIREMENTS IN TREE PROTECTION ZONES. 722200-0250 722200-0010 722200-0245 33+00 34+00 35+00 36+00 37+00 38+00 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 U 1 . 1 0 . d w g | L a y o u t : 1 U 1 . 0 7 PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 2 : 5 6 : 2 1 p m B y C W I L C O X XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - P A R C E L - I N F O . d w g ; X - L D _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - L E G E N D . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - A L I G N . d w g ; X - R O W _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - T R E E - P R O T E C T I O N _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN STA T E O F W A SHIN G T O N LI C E N S E D LANDSCA P E A R C HITECT N O . 1427 EX P. 1 2 /0 8/25 CHANT E N O ELLA FL O R E A N I AD-READY SUBMITTAL 20'40' SCALE: 1" = 40' 0' BENSON DR S (SR 515) S P U G E T D R S 1 5 T H S T (TAL-B-LINE) RENTON SEGMENT LANDSCAPE PLAN TAL-B 23+00 TO TAL-B 38+00 1U1.07 459 C. FLOREANI C. FLOREANI L. FRENCH 1U2.02 A 1U2.02 C R-4214459 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/11/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214277 GENERAL NOTES 1.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, CITY OF RENTON STANDARDS, AND THESE PLANS. 2.CONTRACTOR SHALL BE FAMILIAR WITH AND COORDINATE WITH LOCATIONS OF ALL EXISTING AND NEW ON-SITE UTILITIES PRIOR TO COMMENCING ANY SOIL PREPARATION, AND PLANTING WORK. 3.LIMITS OF PLANTING EQUALS LIMITS OF DISTURBANCE. MEET AND MATCH EXISTING LANDSCAPE CONDITIONS WITH A SMOOTH TRANSITION. 4.REPAIR OR REPLACE IN KIND ANY IRRIGATION DAMAGED DURING CONSTRUCTION PER SPECIFICATIONS. 5.PROTECT ALL VEGETATION NOT INDICATED FOR REMOVAL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO RESTORE AND REPLACE ANY PLANTING AREAS THAT ARE DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY TO PRECONSTRUCTION CONDITION. 6.REFER TO ROW, SURVEY CONTROL & ALIGNMENT PLAN FOR TEMPORARY CONSTRUCTION EASEMENT ALIGNMENT AND REVISED ROW ALIGNMENT LOCATIONS. 7.REFER TO THE SITE PREPARATION PLANS AND THE APPROVED PROTECTED TREE AND PLANT MAINTENANCE PLAN. SEE TREE AND PLANT PROTECTION SPECIFICATIONS FOR TREE PROTECTION AND TREE REMOVALS. 8.REFER TO LANDSCAPE DETAILS FOR SOIL PREP REQUIREMENTS IN TREE PROTECTION ZONES. 72292 8 - 0 1 0 0 72220 0 - 0 1 6 3 85570 0 - 0 1 4 0 8 5 5 7 0 0 - 0 0 1 0 85570 0 - 0 0 2 0 30230 5 - 9 0 7 3 24+00 25+00 26+00 27+00 28+00 29+00 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 U 1 . 1 0 . d w g | L a y o u t : 1 U 1 . 0 8 PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 2 : 5 6 : 3 8 p m B y C W I L C O X XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - P A R C E L - I N F O . d w g ; X - L D _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - L E G E N D . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - A L I G N . d w g ; X - R O W _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - T R E E - P R O T E C T I O N _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN STA T E O F W A SHIN G T O N LI C E N S E D LANDSCA P E A R C HITECT N O . 1427 EX P. 1 2 /0 8/25 CHANT E N O ELLA FL O R E A N I AD-READY SUBMITTAL 20'40' SCALE: 1" = 40' 0' TALBOT RD S S 2 3 R D S T (TAL-21-LINE) TA L B O T C R E S T D R S RENTON SEGMENT LANDSCAPE PLAN TAL-21 24+00 TO TAL-21 29+00 1U1.08 460 C. FLOREANI C. FLOREANI L. FRENCH 1U2.02 A 1U2.02 A TCE EX ROWPLANTING AREA D8 1U3.02 D 1U2.02 C ROW - PROPOSED BARK OR WOOD CHIP MULCH ROW - PROPOSED 1U2.02 D R-4214460 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/11/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214278 GENERAL NOTES 1.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, CITY OF RENTON STANDARDS, AND THESE PLANS. 2.CONTRACTOR SHALL BE FAMILIAR WITH AND COORDINATE WITH LOCATIONS OF ALL EXISTING AND NEW ON-SITE UTILITIES PRIOR TO COMMENCING ANY SOIL PREPARATION, AND PLANTING WORK. 3.LIMITS OF PLANTING EQUALS LIMITS OF DISTURBANCE. MEET AND MATCH EXISTING LANDSCAPE CONDITIONS WITH A SMOOTH TRANSITION. 4.REPAIR OR REPLACE IN KIND ANY IRRIGATION DAMAGED DURING CONSTRUCTION PER SPECIFICATIONS. 5.PROTECT ALL VEGETATION NOT INDICATED FOR REMOVAL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO RESTORE AND REPLACE ANY PLANTING AREAS THAT ARE DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY TO PRECONSTRUCTION CONDITION. 6.REFER TO ROW, SURVEY CONTROL & ALIGNMENT PLAN FOR TEMPORARY CONSTRUCTION EASEMENT ALIGNMENT AND REVISED ROW ALIGNMENT LOCATIONS. 7.REFER TO THE SITE PREPARATION PLANS AND THE APPROVED PROTECTED TREE AND PLANT MAINTENANCE PLAN. SEE TREE AND PLANT PROTECTION SPECIFICATIONS FOR TREE PROTECTION AND TREE REMOVALS. 8.REFER TO LANDSCAPE DETAILS FOR SOIL PREP REQUIREMENTS IN TREE PROTECTION ZONES. 302305-9029 30 2 3 0 5 - 9 1 1 6 302305-9114 302305-9115 302305-9030 302305-9019 948575-TRC T 54+00 55+00 56+00 57+00 58+00 59+00 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 U 1 . 1 0 . d w g | L a y o u t : 1 U 1 . 0 9 PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 2 : 5 6 : 5 4 p m B y C W I L C O X XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - P A R C E L - I N F O . d w g ; X - L D _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - L E G E N D . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - A L I G N . d w g ; X - R O W _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - T R E E - P R O T E C T I O N _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN STA T E O F W A SHIN G T O N LI C E N S E D LANDSCA P E A R C HITECT N O . 1427 EX P. 1 2 /0 8/25 CHANT E N O ELLA FL O R E A N I AD-READY SUBMITTAL 20'40' SCALE: 1" = 40' 0' TALBOT RD S (TAL-21-LINE) S 3 2 N D S T RENTON SEGMENT LANDSCAPE PLAN TAL-21 54+00 TO TAL-21 59+00 1U1.09 461 C. FLOREANI C. FLOREANI L. FRENCH 1U2.02 A EX ROW 1 1U2.02 C 1U2.02 C R-4214461 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/11/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214279 GENERAL NOTES 1.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, CITY OF RENTON STANDARDS, AND THESE PLANS. 2.CONTRACTOR SHALL BE FAMILIAR WITH AND COORDINATE WITH LOCATIONS OF ALL EXISTING AND NEW ON-SITE UTILITIES PRIOR TO COMMENCING ANY SOIL PREPARATION, AND PLANTING WORK. 3.LIMITS OF PLANTING EQUALS LIMITS OF DISTURBANCE. MEET AND MATCH EXISTING LANDSCAPE CONDITIONS WITH A SMOOTH TRANSITION. 4.REPAIR OR REPLACE IN KIND ANY IRRIGATION DAMAGED DURING CONSTRUCTION PER SPECIFICATIONS. 5.PROTECT ALL VEGETATION NOT INDICATED FOR REMOVAL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO RESTORE AND REPLACE ANY PLANTING AREAS THAT ARE DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY TO PRECONSTRUCTION CONDITION. 6.REFER TO ROW, SURVEY CONTROL & ALIGNMENT PLAN FOR TEMPORARY CONSTRUCTION EASEMENT ALIGNMENT AND REVISED ROW ALIGNMENT LOCATIONS. 7.REFER TO THE SITE PREPARATION PLANS AND THE APPROVED PROTECTED TREE AND PLANT MAINTENANCE PLAN. SEE TREE AND PLANT PROTECTION SPECIFICATIONS FOR TREE PROTECTION AND TREE REMOVALS. 8.REFER TO LANDSCAPE DETAILS FOR SOIL PREP REQUIREMENTS IN TREE PROTECTION ZONES. 855860-0035 855860-0040 302305-9040 302305-9044 855860-0125 855860-0130 855860-0135 302305-9109 71+00 72+00 73+00 74+00 75+00 76+00 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 U 1 . 1 0 . d w g | L a y o u t : 1 U 1 . 1 0 PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 2 : 5 7 : 1 0 p m B y C W I L C O X XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - P A R C E L - I N F O . d w g ; X - L D _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - L E G E N D . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - A L I G N . d w g ; X - R O W _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - T R E E - P R O T E C T I O N _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN STA T E O F W A SHIN G T O N LI C E N S E D LANDSCA P E A R C HITECT N O . 1427 EX P. 1 2 /0 8/25 CHANT E N O ELLA FL O R E A N I AD-READY SUBMITTAL 20'40' SCALE: 1" = 40' 0' TALBOT RD S S 3 7 T H S T S 3 7 T H S T S 3 8 T H C T S 3 8 T H C T (TAL-21-LINE) RENTON SEGMENT LANDSCAPE PLAN TAL-21 71+00 TO TAL-21 76+00 1U1.10 462 C. FLOREANI C. FLOREANI L. FRENCH EX ROW TCE PLANTING AREA D9 1U3.02 D 1U2.02 D TREE PROTECTION ZONE, TYP 1U2.02 A 1U2.02 A 1U2.02 C BARK OR WOOD CHIP MULCH R-4214462 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/11/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214280 GENERAL NOTES 1.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, CITY OF RENTON STANDARDS, AND THESE PLANS. 2.CONTRACTOR SHALL BE FAMILIAR WITH AND COORDINATE WITH LOCATIONS OF ALL EXISTING AND NEW ON-SITE UTILITIES PRIOR TO COMMENCING ANY SOIL PREPARATION, AND PLANTING WORK. 3.LIMITS OF PLANTING EQUALS LIMITS OF DISTURBANCE. MEET AND MATCH EXISTING LANDSCAPE CONDITIONS WITH A SMOOTH TRANSITION. 4.REPAIR OR REPLACE IN KIND ANY IRRIGATION DAMAGED DURING CONSTRUCTION PER SPECIFICATIONS. 5.PROTECT ALL VEGETATION NOT INDICATED FOR REMOVAL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO RESTORE AND REPLACE ANY PLANTING AREAS THAT ARE DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY TO PRECONSTRUCTION CONDITION. 6.REFER TO ROW, SURVEY CONTROL & ALIGNMENT PLAN FOR TEMPORARY CONSTRUCTION EASEMENT ALIGNMENT AND REVISED ROW ALIGNMENT LOCATIONS. 7.REFER TO THE SITE PREPARATION PLANS AND THE APPROVED PROTECTED TREE AND PLANT MAINTENANCE PLAN. SEE TREE AND PLANT PROTECTION SPECIFICATIONS FOR TREE PROTECTION AND TREE REMOVALS. 8.REFER TO LANDSCAPE DETAILS FOR SOIL PREP REQUIREMENTS IN TREE PROTECTION ZONES. 761680 - 0 0 3 0 761680 - 0 0 1 0 885767 - 0 0 2 0 312305 - 9 1 3 4 3 1 2 3 0 5 - 9 0 2 5 86+00 87+00 88+00 89+00 90+00 91+00 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 U 1 . 1 0 . d w g | L a y o u t : 1 U 1 . 1 1 PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 2 : 5 7 : 2 5 p m B y C W I L C O X XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - P A R C E L - I N F O . d w g ; X - L D _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - L E G E N D . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - A L I G N . d w g ; X - R O W _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - T R E E - P R O T E C T I O N _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN STA T E O F W A SHIN G T O N LI C E N S E D LANDSCA P E A R C HITECT N O . 1427 EX P. 1 2 /0 8/25 CHANT E N O ELLA FL O R E A N I AD-READY SUBMITTAL 20'40' SCALE: 1" = 40' 0' TALBOT RD S (TAL-21-LINE) RENTON SEGMENT LANDSCAPE PLAN TAL-21 86+00 TO TAL-21 91+00 1U1.11 463 C. FLOREANI C. FLOREANI L. FRENCH EX ROW ROW - PROPOSED 4. 7 ' 12 . 4 ' 1U3.02 D PLANTING AREA D11 TREE PROTECTION ZONE, TYP 1U2.02 C PLANTING AREA B11 PLANTING AREA B101U2.02 E 1U3.01 B 1U3.02 D PLANTING AREA D10 TREE PROTECTION ZONE, TYP 1U2.02 C 1 1 R-4214463 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/11/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214281 GENERAL NOTES 1.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, CITY OF RENTON STANDARDS, AND THESE PLANS. 2.CONTRACTOR SHALL BE FAMILIAR WITH AND COORDINATE WITH LOCATIONS OF ALL EXISTING AND NEW ON-SITE UTILITIES PRIOR TO COMMENCING ANY SOIL PREPARATION, AND PLANTING WORK. 3.LIMITS OF PLANTING EQUALS LIMITS OF DISTURBANCE. MEET AND MATCH EXISTING LANDSCAPE CONDITIONS WITH A SMOOTH TRANSITION. 4.REPAIR OR REPLACE IN KIND ANY IRRIGATION DAMAGED DURING CONSTRUCTION PER SPECIFICATIONS. 5.PROTECT ALL VEGETATION NOT INDICATED FOR REMOVAL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO RESTORE AND REPLACE ANY PLANTING AREAS THAT ARE DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY TO PRECONSTRUCTION CONDITION. 6.REFER TO ROW, SURVEY CONTROL & ALIGNMENT PLAN FOR TEMPORARY CONSTRUCTION EASEMENT ALIGNMENT AND REVISED ROW ALIGNMENT LOCATIONS. 7.REFER TO THE SITE PREPARATION PLANS AND THE APPROVED PROTECTED TREE AND PLANT MAINTENANCE PLAN. SEE TREE AND PLANT PROTECTION SPECIFICATIONS FOR TREE PROTECTION AND TREE REMOVALS. 8.REFER TO LANDSCAPE DETAILS FOR SOIL PREP REQUIREMENTS IN TREE PROTECTION ZONES. 3 2 2 3 0 5 - 9 0 8 1 3 2 2 3 0 5 - 9 1 5 6 3 2 2 3 0 5 - 9 0 7 9 32230 5 - 9 0 7 9 32+ 0 0 33+00 34+00 35+00 36+00 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 U 1 . 1 0 . d w g | L a y o u t : 1 U 1 . 1 2 PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 2 : 5 7 : 4 1 p m B y C W I L C O X XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - P A R C E L - I N F O . d w g ; X - L D _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - L E G E N D . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - A L I G N . d w g ; X - R O W _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - T R E E - P R O T E C T I O N _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN STA T E O F W A SHIN G T O N LI C E N S E D LANDSCA P E A R C HITECT N O . 1427 EX P. 1 2 /0 8/25 CHANT E N O ELLA FL O R E A N I AD-READY SUBMITTAL 20'40' SCALE: 1" = 40' 0' SE CARR RD MILL A V E S WE L L S A V E S (CAR-LINE) RENTON SEGMENT LANDSCAPE PLAN CAR 32+00 TO CAR 36+50 1U1.12 464 C. FLOREANI C. FLOREANI L. FRENCH 1U2.02 A EX ROW PEDESTRIAN GUARDRAIL, TYP R-4214464 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/11/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214282 GENERAL NOTES 1.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, CITY OF RENTON STANDARDS, AND THESE PLANS. 2.CONTRACTOR SHALL BE FAMILIAR WITH AND COORDINATE WITH LOCATIONS OF ALL EXISTING AND NEW ON-SITE UTILITIES PRIOR TO COMMENCING ANY SOIL PREPARATION, AND PLANTING WORK. 3.LIMITS OF PLANTING EQUALS LIMITS OF DISTURBANCE. MEET AND MATCH EXISTING LANDSCAPE CONDITIONS WITH A SMOOTH TRANSITION. 4.REPAIR OR REPLACE IN KIND ANY IRRIGATION DAMAGED DURING CONSTRUCTION PER SPECIFICATIONS. 5.PROTECT ALL VEGETATION NOT INDICATED FOR REMOVAL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO RESTORE AND REPLACE ANY PLANTING AREAS THAT ARE DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY TO PRECONSTRUCTION CONDITION. 6.REFER TO ROW, SURVEY CONTROL & ALIGNMENT PLAN FOR TEMPORARY CONSTRUCTION EASEMENT ALIGNMENT AND REVISED ROW ALIGNMENT LOCATIONS. 7.REFER TO THE SITE PREPARATION PLANS AND THE APPROVED PROTECTED TREE AND PLANT MAINTENANCE PLAN. SEE TREE AND PLANT PROTECTION SPECIFICATIONS FOR TREE PROTECTION AND TREE REMOVALS. 8.REFER TO LANDSCAPE DETAILS FOR SOIL PREP REQUIREMENTS IN TREE PROTECTION ZONES. 322305-9053 322305-9237 322305-9299 322305-9040 292305-9151 43+00 44+00 45+00 46+00 47+0010 + 0 0 11 + 0 0 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 U 1 . 1 0 . d w g | L a y o u t : 1 U 1 . 1 3 PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 2 : 5 7 : 5 7 p m B y C W I L C O X XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - P A R C E L - I N F O . d w g ; X - L D _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - L E G E N D . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - A L I G N . d w g ; X - R O W _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - T R E E - P R O T E C T I O N _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN STA T E O F W A SHIN G T O N LI C E N S E D LANDSCA P E A R C HITECT N O . 1427 EX P. 1 2 /0 8/25 CHANT E N O ELLA FL O R E A N I AD-READY SUBMITTAL 20'40' SCALE: 1" = 40' 0' SE CARR RD 10 5 T H P L S E (CAR-LINE) RENTON SEGMENT LANDSCAPE PLAN CAR 42+50 TO CAR 47+50 1U1.13 465 C. FLOREANI C. FLOREANI L. FRENCH 1U2.02 A EX ROW ROW - PROPOSED EX ROW PLANTING AREA B12 1U3.01 B TREE PROTECTION ZONE, TYP 1 1 1U2.02 C 1U2.02 C 1U2.02 D R-4214465 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/11/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214283 GENERAL NOTES 1.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, CITY OF RENTON STANDARDS, AND THESE PLANS. 2.CONTRACTOR SHALL BE FAMILIAR WITH AND COORDINATE WITH LOCATIONS OF ALL EXISTING AND NEW ON-SITE UTILITIES PRIOR TO COMMENCING ANY SOIL PREPARATION, AND PLANTING WORK. 3.LIMITS OF PLANTING EQUALS LIMITS OF DISTURBANCE. MEET AND MATCH EXISTING LANDSCAPE CONDITIONS WITH A SMOOTH TRANSITION. 4.REPAIR OR REPLACE IN KIND ANY IRRIGATION DAMAGED DURING CONSTRUCTION PER SPECIFICATIONS. 5.PROTECT ALL VEGETATION NOT INDICATED FOR REMOVAL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO RESTORE AND REPLACE ANY PLANTING AREAS THAT ARE DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY TO PRECONSTRUCTION CONDITION. 6.REFER TO ROW, SURVEY CONTROL & ALIGNMENT PLAN FOR TEMPORARY CONSTRUCTION EASEMENT ALIGNMENT AND REVISED ROW ALIGNMENT LOCATIONS. 7.REFER TO THE SITE PREPARATION PLANS AND THE APPROVED PROTECTED TREE AND PLANT MAINTENANCE PLAN. SEE TREE AND PLANT PROTECTION SPECIFICATIONS FOR TREE PROTECTION AND TREE REMOVALS. 8.REFER TO LANDSCAPE DETAILS FOR SOIL PREP REQUIREMENTS IN TREE PROTECTION ZONES. 3 2 2 3 0 5 - 9 2 9 9 322305-9016 11+00 12+00 13+00 14+00 15+00 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 U 1 . 1 0 . d w g | L a y o u t : 1 U 1 . 1 4 PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 2 : 5 8 : 1 3 p m B y C W I L C O X XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - P A R C E L - I N F O . d w g ; X - L D _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - L E G E N D . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - A L I G N . d w g ; X - R O W _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - T R E E - P R O T E C T I O N _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN STA T E O F W A SHIN G T O N LI C E N S E D LANDSCA P E A R C HITECT N O . 1427 EX P. 1 2 /0 8/25 CHANT E N O ELLA FL O R E A N I AD-READY SUBMITTAL 20'40' SCALE: 1" = 40' 0' RENTON SEGMENT LANDSCAPE PLAN 105TH 11+00 TO 105TH 15+00 1U1.14 466 C. FLOREANI C. FLOREANI L. FRENCH (105TH-LINE) 105TH PL SE EX ROW ROUNDED RIVER ROCK MULCH, 1-4" DIAM., 4" DEPTH - TO MATCH EXISTING 1U2.02 C R-4214466 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/11/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214284 GENERAL NOTES 1.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, CITY OF RENTON STANDARDS, AND THESE PLANS. 2.CONTRACTOR SHALL BE FAMILIAR WITH AND COORDINATE WITH LOCATIONS OF ALL EXISTING AND NEW ON-SITE UTILITIES PRIOR TO COMMENCING ANY SOIL PREPARATION, AND PLANTING WORK. 3.LIMITS OF PLANTING EQUALS LIMITS OF DISTURBANCE. MEET AND MATCH EXISTING LANDSCAPE CONDITIONS WITH A SMOOTH TRANSITION. 4.REPAIR OR REPLACE IN KIND ANY IRRIGATION DAMAGED DURING CONSTRUCTION PER SPECIFICATIONS. 5.PROTECT ALL VEGETATION NOT INDICATED FOR REMOVAL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO RESTORE AND REPLACE ANY PLANTING AREAS THAT ARE DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY TO PRECONSTRUCTION CONDITION. 6.REFER TO ROW, SURVEY CONTROL & ALIGNMENT PLAN FOR TEMPORARY CONSTRUCTION EASEMENT ALIGNMENT AND REVISED ROW ALIGNMENT LOCATIONS. 7.REFER TO THE SITE PREPARATION PLANS AND THE APPROVED PROTECTED TREE AND PLANT MAINTENANCE PLAN. SEE TREE AND PLANT PROTECTION SPECIFICATIONS FOR TREE PROTECTION AND TREE REMOVALS. 8.REFER TO LANDSCAPE DETAILS FOR SOIL PREP REQUIREMENTS IN TREE PROTECTION ZONES. 322305-9016 322305-9361 322305-9065 322305-9362 23+00 24+00 25+00 26+00 27+00 28+00 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 U 1 . 1 0 . d w g | L a y o u t : 1 U 1 . 1 5 PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 2 : 5 8 : 3 1 p m B y C W I L C O X XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - P A R C E L - I N F O . d w g ; X - L D _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - L E G E N D . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; X - A L I G N . d w g ; X - R O W _ R E N T O N . d w g ; X - I L _ R E N T O N . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; X - T R E E - P R O T E C T I O N _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN STA T E O F W A SHIN G T O N LI C E N S E D LANDSCA P E A R C HITECT N O . 1427 EX P. 1 2 /0 8/25 CHANT E N O ELLA FL O R E A N I AD-READY SUBMITTAL 20'40' SCALE: 1" = 40' 0' RENTON SEGMENT LANDSCAPE PLAN 105TH 23+00 TO 105TH 28+00 1U1.15 467 C. FLOREANI C. FLOREANI L. FRENCH SE 180TH ST (105TH-LINE) 1U2.02 A EX ROW 1U2.02 B 1 1 TREE PROTECTION ZONE, TYP 1U2.02 A BARK OR WOOD CHIP MULCH, 4' WIDTH DETAIL B, 1U2.02 APPLICABLE TO MULCH LIMITS BARK OR WOOD CHIP MULCH BARK OR WOOD CHIP MULCH; DETAIL B, 1U2.02 APPLICABLE TO MULCH LIMITS 5'X5' FROM TREE CENTER POINT 1U2.02 B 1 R-4214467 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/11/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214285 GENERAL NOTES 1.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, CITY OF RENTON STANDARDS, AND THESE PLANS. 2.CONTRACTOR SHALL BE FAMILIAR WITH AND COORDINATE WITH LOCATIONS OF ALL EXISTING AND NEW ON-SITE UTILITIES PRIOR TO COMMENCING ANY SOIL PREPARATION, AND PLANTING WORK. 3.LIMITS OF PLANTING EQUALS LIMITS OF DISTURBANCE. MEET AND MATCH EXISTING LANDSCAPE CONDITIONS WITH A SMOOTH TRANSITION. 4.REPAIR OR REPLACE IN KIND ANY IRRIGATION DAMAGED DURING CONSTRUCTION PER SPECIFICATIONS. 5.PROTECT ALL VEGETATION NOT INDICATED FOR REMOVAL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO RESTORE AND REPLACE ANY PLANTING AREAS THAT ARE DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY TO PRECONSTRUCTION CONDITION. 6.REFER TO ROW, SURVEY CONTROL & ALIGNMENT PLAN FOR TEMPORARY CONSTRUCTION EASEMENT ALIGNMENT AND REVISED ROW ALIGNMENT LOCATIONS. 7.REFER TO THE SITE PREPARATION PLANS AND THE APPROVED PROTECTED TREE AND PLANT MAINTENANCE PLAN. SEE TREE AND PLANT PROTECTION SPECIFICATIONS FOR TREE PROTECTION AND TREE REMOVALS. 8.REFER TO LANDSCAPE DETAILS FOR SOIL PREP REQUIREMENTS IN TREE PROTECTION ZONES. 28+00 29+00 30+00 31+00 32+00 33+00 11 + 0 0 322305-9070 322305-9082 911710-0160 322305-9135 322305-9111 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ j e g _ f l o r e a c n \ d 0 6 0 1 3 8 9 \ 1 U 1 . 2 0 . d w g | L a y o u t : 1 U 1 . 1 6 PL O T T E D : F e b 1 2 , 2 0 2 6 - 0 7 : 4 7 : 3 6 a m B y F L O R E A C N XR E F S : X - L E G E N D . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R O W _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; X - P A R C E L - I N F O . d w g ; X - I L _ R E N T O N . d w g ; X - T R E E - P R O T E C T I O N _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE MARCH 2025G. FRANCO 1134237 KC001396 473K. CHANG YUEN STA T E O F W A SHIN G T O N L I C E N S E D LANDSCA P E A R C HITECT N O . 1427 EX P. 12 /0 8/27 CHAN T E N O E LLA FL O R E A N I ISSUE FOR CONSTRUCTIONISSUE FOR CONSTRUCTION MARCH 2025 20'40' SCALE: 1" = 40' 0' 108TH AVE SE (SR 515) SE 1 8 6 T H S T SE 1 8 4 T H L N (108TH-LINE) SE 1 8 6 T H S T RENTON SEGMENT LANDSCAPE PLAN 108TH 28+00 TO 108TH 33+00 1U1.16 468 C. FLOREANI C. FLOREANI T. WALKER EX ROW TCE PLANTING AREA B13 1U3.01 B 1U3.01 A PLANTING AREA A8 1U2.02 B 1U2.02 C 1U2.02 A 1U2.02 A 1U2.02 C PLANTING AREA A7 1U2.02 B 1U3.01 A BARK OR WOOD CHIP MULCH BARK OR WOOD CHIP MULCH 1U2.02 C 1U2.02 C SOIL PREP DETAIL C SHALL EXTEND TO 10' RADIUS FROM CENTER OF TREE WITHIN WORK LIMITS. R-4214468 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 1 DCR #7 - RENTON 186TH OB STATION CHANGES CNF CNF 01-30-26 1 02/05/26 DEVELOPMENT ENGINEERING msippo 04/17/2026 R-4214286 GENERAL NOTES 1.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, CITY OF RENTON STANDARDS, AND THESE PLANS. 2.CONTRACTOR SHALL BE FAMILIAR WITH AND COORDINATE WITH LOCATIONS OF ALL EXISTING AND NEW ON-SITE UTILITIES PRIOR TO COMMENCING ANY SOIL PREPARATION, AND PLANTING WORK. 3.LIMITS OF PLANTING EQUALS LIMITS OF DISTURBANCE. MEET AND MATCH EXISTING LANDSCAPE CONDITIONS WITH A SMOOTH TRANSITION. 4.REPAIR OR REPLACE IN KIND ANY IRRIGATION DAMAGED DURING CONSTRUCTION PER SPECIFICATIONS. 5.PROTECT ALL VEGETATION NOT INDICATED FOR REMOVAL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO RESTORE AND REPLACE ANY PLANTING AREAS THAT ARE DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY TO PRECONSTRUCTION CONDITION. 6.REFER TO ROW, SURVEY CONTROL & ALIGNMENT PLAN FOR TEMPORARY CONSTRUCTION EASEMENT ALIGNMENT AND REVISED ROW ALIGNMENT LOCATIONS. 7.REFER TO THE SITE PREPARATION PLANS AND THE APPROVED PROTECTED TREE AND PLANT MAINTENANCE PLAN. SEE TREE AND PLANT PROTECTION SPECIFICATIONS FOR TREE PROTECTION AND TREE REMOVALS. 8.REFER TO LANDSCAPE DETAILS FOR SOIL PREP REQUIREMENTS IN TREE PROTECTION ZONES. OHPOHPOHPOHPOHPOHPOHPOHP O H P O H P O H P O H P OH P OH P OHP OH P OH P OH P OH P OH P OH P OH P OH P OHP OHP OHP OHP OHP OHP 51+00 52+00 53+00 54+00 55+00 56+00 322305-9059 66 2 3 4 0 - 0 0 9 6 66 2 3 4 0 - 0 0 9 9 322305-9035 662340-0101 662340-0107 66 2 3 4 0 - 0 1 8 3 66 2 3 4 0 - 0 0 9 9 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 U 1 . 2 0 . d w g | L a y o u t : 1 U 1 . 1 7 PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 2 : 5 9 : 5 9 p m B y C W I L C O X XR E F S : X - L E G E N D . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R O W _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; 1 8 2 2 9 - S V - B S _ K e n t . d w g ; X - P A R C E L - I N F O . d w g ; X - I L _ R E N T O N . d w g ; X - T R E E - P R O T E C T I O N _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN STA T E O F W A SHIN G T O N LI C E N S E D LANDSCA P E A R C HITECT N O . 1427 EX P. 1 2 /0 8/25 CHANT E N O ELLA FL O R E A N I AD-READY SUBMITTAL 20'40' SCALE: 1" = 40' 0' 108TH AVE SE (SR 515) SE 1 9 2 N D S T CI T Y O F R E N T O N (108TH-LINE)CI T Y O F K E N T SEE VOLUME 2 FOR CITY OF KENT IMPROVEMENTS RENTON SEGMENT LANDSCAPE PLAN 108TH 51+00 TO 108TH 56+00 1U1.17 469 C. FLOREANI C. FLOREANI L. FRENCH TCE 1U2.02 A EX ROW R-4214469 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/11/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214287 PLAN CURB, SIDEWALK OR PAVING EDGE 1/2 SPECIFIED SPACING, UNLESS OTHERWISE NOTED SPECIFIED TRIANGULAR SPACING CENTER OF GROUNDCOVER OR SHRUB PLANTS, TYP MIN 2X DIAMETER OF ROOTBALL 5' - 0 " S T A K E HE I G H T RO O T B A L L DE P T H 1' - 0 " MI N TREE TRUNK SECTION TREE TIES 2-2" DIA., 8' WOOD DOWELED TREE STAKES WITH CHAMFERED TOP & 6" CONICAL POINT BOTTOM, INSTALL STAKES PARALLEL TO WALK AND CURB, KEEP CLEAR OF ROOTBALL & WATER BAG. FINISH GRADE PRIOR TO PLACING MULCH OR SEED 1:1 SLOPE ON SIDES OF PLANTING HOLE TOP OF ROOT CROWN TO BE 1" HIGHER THAN FINISH GRADE 3" HT WATER RING 3" MULCH DEPTH, KEEP MULCH 2" CLEAR OF TREE TRUNK BACKFILL WITH PLANTING SOIL & THOROUGHLY WATER SETTLE AFTER PLACING TREE IN PLANTING PIT, CUT AND COMPLETELY REMOVE STRINGS, TWINE, AND/OR WIRE BASKETS FROM ROOTBALL; COMPLETELY REMOVE FABRIC GROW BAGS; CUT BURLAP FROM TOP 1/3 OF ROOTBALL AND REMOVE CUT BURLAP FROM PLANTING PIT CURB AND GUTTER 24" DEEP ROOT BARRIER BELOW BOND BREAK MATERIAL, 10' LONG CENTERED ON TREE; AVOID UNDERMINING PAVING SUBGRADE SIDEWALK OF TREE TRUNK L OF TREE TRUNK & PLANTING STRIP CL PLAN 5' - 0 " M I N , T Y P 5'-0" MIN, TYP UNDISTURBED EX SOIL OR SOIL COMPACTED TO 85% MAX DRY DENSITY, VERIFY POSITIVE DRAINAGE PRIOR TO PLANTING NOTES: 1.IF TREE IS LOCATED BEHIND THE SIDEWALK, ONLY PLACE ROOT BARRIER ALONG HARDSCAPE THAT IS WITHIN 10' OF TREE AT THE DEPTH AND LENGTH INDICATED IN DETAIL. 2.ALL CONSTRUCTION DEBRIS SHALL BE REMOVED FROM TREE PITS. INSTALL MINIMUM 18" DEPTH OF PLANTING SOIL AROUND ROOT BALL PER SOIL PREPARATION DETAIL. 3.NO PRUNING OF THE TREES SHALL OCCUR AT PLANTING. 4.STREET TREES SHALL PROVIDE CLEARANCE FROM INTERSECTIONS (PER RMC 4-11-030) AND DRIVEWAYS (PER RENTON STREET TREE & SPACING GUIDELINES). ROOTBALL TREE TRUNK TREE STAKE AND TREE TIES PARALLEL TO WALK AND CURB TREE TIES; SECURE TO TREE STAKE WITH #2 PENNY COMMON NAIL (ONE PER STAKE) LOOP DIAMETER SHALL BE 6"-8" GREATER THAN TREE TRUNK DIAMETER; SECURE LOOP WITH OVERHAND SLIPKNOT, PULLED AGAINST A SECOND OVERHAND KNOT, TIED ON THE TREE TIES WATER RING SHALL BE 6" FROM EDGE OF TREE STAKE ROOT BARRIER MIN. 10'LX2'D LENGTH AT CENTER OF TREE TRUNK, BOTH SIDES OF PLANTER STRIP. WATER BAG MIN 2X DIAMETER OF ROOTBALL 5' - 0 " S T A K E HE I G H T RO O T B A L L DE P T H 1' - 0 " MI N TREE TRUNK SECTION UNDISTURBED EX SOIL OR SOIL COMPACTED TO 85% MAX DRY DENSITY, VERIFY POSITIVE DRAINAGE PRIOR TO PLANTING ROOTBALL TREE TRUNK TREE STAKE TREE TIES; SECURE TO TREE STAKE WITH #2 PENNY COMMON NAIL (ONE PER STAKE) LOOP DIAMETER SHALL BE 6"-8" GREATER THAN TREE TRUNK DIAMETER; SECURE LOOP WITH OVERHAND SLIPKNOT, PULLED AGAINST A SECOND OVERHAND KNOT, TIED ON THE WEBBED FABRIC TAPE PLAN WATER RING SHALL BE 6" FROM EDGE OF TREE STAKE FINISH GRADE PRIOR TO PLACING MULCH OR SEED 1:1 SLOPE ON SIDES OF PLANTING HOLE TOP OF ROOT CROWN TO BE 1" HIGHER THAN FINISH GRADE 3" HT WATER RING 3" MULCH DEPTH, KEEP MULCH 2" CLEAR OF TREE TRUNK WATER BAG BACKFILL WITH PLANTING SOIL & THOROUGHLY WATER SETTLE TREE TIES AFTER PLACING TREE IN PLANTING PIT, CUT AND COMPLETELY REMOVE STRINGS, TWINE, AND/OR WIRE BASKETS FROM ROOTBALL; COMPLETELY REMOVE FABRIC GROW BAGS; CUT BURLAP FROM TOP 1/3 OF ROOTBALL AND REMOVE CUT BURLAP FROM PLANTING PIT NOTES: 1.ALL CONSTRUCTION DEBRIS SHALL BE REMOVED FROM TREE PITS. INSTALL MINIMUM 12" DEPTH OF PLANTING SOIL AROUND ROOT BALL PER SOIL PREPARATION DETAIL. 2.NO PRUNING OF THE TREES SHALL OCCUR AT PLANTING. 3.INSTALL A MINIMUM 24" DEEP ROOT CONTROL BARRIER AT GRADE TO AT LEAST 6" BELOW THE ROOT BALL; 10' LONG CENTERED ON TREE IN LOCATIONS. SECTION RO O T B A L L DE P T H PLANTING HOLE TO BE 6" LARGER THAN DIA OF ROOTBALL FOR PLANTS WITH 1 GAL CONTAINERS, 12" LARGER THAN DIA OF ROOTBALL FOR PLANTS FROM 2 GAL CONTAINERS 3" BARK MULCH DEPTH; KEEP MULCH LAYER AWAY FROM FOLIAGE FINISH GRADE PRIOR TO PLACING BARK MULCH LIGHTLY SCARIFY ROOTBALL TO LOOSEN ROOTS PRIOR TO PLANTING 1:1 SLOPE ON SIDES OF PLANTING HOLE BACKFILL WITH AMENDED OR PLANTING SOIL & THOROUGHLY WATER SETTLE UNDISTURBED EX SOIL OR EX SOIL COMPACTED TO 85% MAX DRY DENSITY; VERIFY POSITIVE DRAINAGE PRIOR TO CONSTRUCTION TOP OF ROOT CROWN TO BE FLUSH WITH FINISH GRADE C 2-2" DIA., 8' WOOD DOWELED TREE STAKES WITH CHAMFERED TOP & 6" CONICAL POINT BOTTOM, INSTALL STAKES PARALLEL TO WALK AND CURB, KEEP CLEAR OF ROOTBALL & WATER BAG. C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 U 2 . 0 1 . d w g | L a y o u t : 1 U 2 . 0 1 PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 3 : 0 0 : 3 3 p m B y C W I L C O X XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN STA T E O F W A SHIN G T O N LI C E N S E D LANDSCA P E A R C HITECT N O . 1427 EX P. 1 2 /0 8/25 CHANT E N O ELLA FL O R E A N I AD-READY SUBMITTAL RENTON SEGMENT LANDSCAPE DETAILS 1U2.01 470 C. FLOREANI C. FLOREANI L. FRENCH SCALE: DECIDUOUS TREE PLANTING DETAIL NTS A 1U2.01 SCALE: SHRUB & GROUNDCOVER PLANTING LAYOUT DETAIL NTS C 1U2.01 SCALE: CONIFER TREE PLANTING DETAIL NTS B 1U2.01 SCALE: SHRUB & GROUNDCOVER PLANTING DETAIL NTS D 1U2.01 R-4214470 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/11/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214288 STEP 1 PLACE 3" DEPTH FINE COMPOST OVER EX GRADE. IN SEEDING AREAS, APPLY SEED. STEP 2 INSTALL 3" DEPTH MULCH WHEN PREPPING PLANTING AREAS. STEP 3 PULL BACK MULCH BEFORE DIGGING PLANT HOLE, THEN AMEND PLANTING PIT BACKFILL WITH FINE COMPOST, AND INSTALL PLANT. FEATHER IN MULCH, KEEP MULCH LAYER AWAY FROM FOLIAGE AND PLANT STEM. SECTION STEP 1 STEP 3STEP 2 UNDISTURBED EX SOIL OR FILL COMPACTED TO 85% MAX DRY DENSITY, TYP; VERIFY POSITIVE DRAINAGE PRIOR TO CONSTRUCTION 3" FINE COMPOST 3"3" EX FINISH GRADE STEP 1 EXCAVATE EX SOIL TO 11" DEPTH BELOW ADJACENT CURB OR PAVING. AVOID UNDERMINING ADJACENT CURB OR PAVING SUBBASE MATERIAL. PROVIDE PERCOLATION TEST PER SPECS, PRIOR TO PROCEEDING TO STEP 2. VERIFY POSITIVE DRAINAGE PRIOR TO CONSTRUCTION STEP 2 THOROUGHLY SCARIFY SUBGRADE TO A MIN 10" DEPTH. OWNER'S REP SHALL REVIEW & APPROVE WORK PRIOR TO PROCEEDING TO STEP 3. STEP 3 INSTALL 8" DEPTH OF PLANTING SOIL & WATER SETTLE/COMPACT PRIOR TO INSTALLING PLANTS. REVIEW FINISH GRADE WITH OWNER'S REP PRIOR TO PLANTING. STEP 4 INSTALL 3" MULCH DEPTH, INSTALL TOP OF MULCH FLUSH WITH TOP OF ADJACENT CURB OR PAVING. STEP 5 INSTALL PLANTS. FEATHER MULCH AT BASE OF PLANT. STEP 1 STEP 4STEP 3 MULCH LEVEL WITH TOP OF ADJACENT CURB OR PAVING PLANTS STEP 2 PLANTING SOIL STEP 5 FINISH GRADE UNDISTURBED EX SOIL OR FILL COMPACTED TO 85% MAX DRY DENSITY, TYP SECTION 10 " 8" 3" 10 " 8" LI F T STEP 1 EXCAVATE EX SOIL TO 21" DEPTH BELOW ADJACENT CURB OR PAVING. AVOID UNDERMINING ADJACENT CURB OR PAVING SUBBASE MATERIAL. PROVIDE PERCOLATION TEST PER SPECS, PRIOR TO PROCEEDING TO STEP 2. VERIFY POSITIVE DRAINAGE PRIOR TO CONSTRUCTION STEP 2 THOROUGHLY SCARIFY SUBGRADE TO A MIN 12" DEPTH. OWNER'S REP SHALL REVIEW & APPROVE WORK PRIOR TO PROCEEDING TO STEP 3. STEP 3 INSTALL 18" DEPTH OF PLANTING SOIL & WATER SETTLE/COMPACT PRIOR TO INSTALLING PLANTS. REVIEW FINISH GRADE WITH OWNER'S REP PRIOR TO PLANTING. STEP 4 INSTALL 3" MULCH DEPTH, INSTALL TOP OF MULCH FLUSH WITH TOP OF ADJACENT CURB OR PAVING. STEP 5 INSTALL PLANTS. FEATHER MULCH AT BASE OF PLANT. STEP 1 STEP 4STEP 3 LEVEL WITH TOP OF ADJACENT CURB OR PAVING STEP 2 PLANTING SOIL STEP 5 FINISH GRADE UNDISTURBED EX SOIL OR FILL COMPACTED TO 85% MAX DRY DENSITY, TYP SECTION 18 " 3" 12 " 18 " 11 " 21 " 12 " NOTES: 1.ALL DIMENSIONS INDICATE COMPACTED DEPTHS. 2.REMOVE STRUCTURAL FILL AND CONSTRUCTION DEBRIS PRIOR TO BEGINNING WORK. NOTES: 1.ALL DIMENSIONS INDICATE COMPACTED DEPTHS. 2.REMOVE STRUCTURAL FILL AND CONSTRUCTION DEBRIS PRIOR TO BEGINNING WORK. STEP 1 REMOVE 4.5" SUBBASE MATERIAL FROM SEEDING AREA TO WHERE FINISH GRADE WILL BE 1/2" BELOW ADJACENT CURB, WALL, OR PAVING. VERIFY POSITIVE DRAINAGE PRIOR TO CONSTRUCTION. STEP 2 SCARIFY SUBGRADE TO A MIN 6" DEPTH. OWNER'S REP SHALL REVIEW & APPROVE WORK PRIOR TO PROCEEDING TO STEP 3. STEP 3 INSTALL MIN 4" DEPTH OF PLANTING SOIL. WATER SETTLE/COMPACT PRIOR TO INSTALLING LAWN SEED. REVIEW FINISH GRADE WITH OWNER'S REP PRIOR TO SEEDING. STEP 4 INSTALL LAWN SEED. NOTES: 1.ALL DIMENSIONS INDICATE COMPACTED DEPTHS. 2.REMOVE STRUCTURAL FILL AND CONSTRUCTION DEBRIS PRIOR TO BEGINNING WORK. SECTION STEP 1 STEP 4STEP 3 SEED STEP 2 FINISH GRADE UNDISTURBED EX SOIL OR FILL COMPACTED TO 85% MAX DRY DENSITY, TYP PLANTING SOIL 6" 4" SCARIFIED SUBGRADE DEPTH TO SUBGRADE, SEE STEP 1 10 " 6 1 CURB WITH BASE COURSE, TYP, SEE CIVIL DWGS SEE CIVIL DWGS FOR PAVING DEPTH & GRADING PROVIDE & INSTALL CONTINUOUS CROWN ALONG CENTERLINE OF PLANTING AREA; TAMPER CROWN AT MEDIAN AND/OR ISLAND ENDS TO MATCH 6:1 CROSS SLOPE, TYP PROVIDE 6:1 CROSS SLOPE, TYP ALL MEDIAN AND/OR ISLAND PLANTING AREAS SECTION WIDTH VARIES MULCH; TOP OF MULCH SHALL BE INSTALLED FLUSH TO TOP OF CURB UNDISTURBED EX SOIL OR EX SOIL COMPACTED TO 85% MAX DRY DENSITY; VERIFY POSITIVE DRAINAGE PRIOR TO CONSTRUCTION BACKFILL WITH EX SOIL COMPACTED TO 85% MAX DRY DENSITY AFTER ROOT BARRIER INSTALLATION ROOT BARRIER, IF APPLICABLE. SEE TREE PLANTING DETAIL, 1U2.01 NOTES: 1.IN PLANTING AREAS WITH TREES, PROVIDE & INSTALL 24" DEPTH ROOT BARRIER ADJACENT TO CURB PER MFRS INSTRUCTIONS. 2.TOP OF ROOT BARRIER SHALL BE 1" BELOW TOP OF CURB. CURB WITH BASE COURSE, SEE CIVIL DWGS MULCH; TOP OF MULCH SHALL BE INSTALLED FLUSH TO TOP OF CURB OR SIDEWALK SEE CIVIL DWGS FOR PAVING DEPTH & GRADING, TYP PROVIDE & INSTALL CONTINUOUS CROWN ALONG CENTERLINE OF PLANTING AREA; TAMPER CROWN AT PLANTING STRIP ENDS TO MATCH 6:1 CROSS SLOPE, TYP PROVIDE 6:1 CROSS SLOPE, RIGHT OF WAY PLANTING AREAS SECTION WIDTH VARIES UNDISTURBED EX SOIL OR EX SOIL COMPACTED TO 85% MAX DRY DENSITY; VERIFY POSITIVE DRAINAGE PRIOR TO CONSTRUCTION SIDEWALK WITH BASE COURSE, SEE CIVIL DWGS SCARIFIED SUBGRADE MULCH PLANT SCARIFIED SUBGRADE ROOT BARRIER, IF APPLICABLE. SEE TREE PLANTING DETAIL, 1U2.01 1:1 SLOPE EA SIDE, TYP; AVOID UNDERMINING BASE COURSE 3. DETAIL APPLIES TO ENTIRE PLANTING BED THAT CONTAIN TREES, UNLESS OTHERWISE SHOWN IN PLANS. MULCH PLANTS 6 1 NOTES: 1.IN PLANTING AREAS WITH TREES, PROVIDE & INSTALL 24" DEPTH ROOT BARRIER ADJACENT TO CURB PER MFRS INSTRUCTIONS. 2.TOP OF ROOT BARRIER SHALL BE 1" BELOW TOP OF CURB. C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 U 2 . 0 1 . d w g | L a y o u t : 1 U 2 . 0 2 PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 3 : 0 0 : 3 4 p m B y C W I L C O X XR E F S : K C M T D - B O R D E R _ 2 0 2 0 . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN STA T E O F W A SHIN G T O N LI C E N S E D LANDSCA P E A R C HITECT N O . 1427 EX P. 1 2 /0 8/25 CHANT E N O ELLA FL O R E A N I AD-READY SUBMITTAL RENTON SEGMENT LANDSCAPE DETAILS 1U2.02 471 C. FLOREANI C. FLOREANI L. FRENCH SCALE: SEED LAWN SOIL PREP DETAIL NTS A 1 U2.02 SCALE: SOIL PREP IN TREE PROTECTION ZONES DETAIL NTS C 1 U2.02 SCALE: SOIL PREP FOR PLANTING AREAS WITHOUT TREES DETAIL NTS D 1 U2.02 SCALE: SOIL PREP FOR SHRUB & GROUNDCOVER PLANTING AREAS WITH TREES DETAIL NTS B 1 U2.02 SCALE: MEDIAN PLANTING SECTION DETAIL NTS E 1 U2.02 SCALE: RIGHT OF WAY PLANTING SECTION DETAIL NTS F 1 U2.02 R-4214471 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/11/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214289 C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 U 3 . 0 1 . d w g | L a y o u t : 1 U 3 . 0 1 PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 3 : 0 1 : 2 9 p m B y C W I L C O X XR E F S : X - L E G E N D . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R O W _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - P A R C E L - I N F O . d w g ; X - I L _ R E N T O N . d w g ; X - L D _ D A T A _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN STA T E O F W A SHIN G T O N LI C E N S E D LANDSCA P E A R C HITECT N O . 1427 EX P. 1 2 /0 8/25 CHANT E N O ELLA FL O R E A N I AD-READY SUBMITTAL RENTON SEGMENT LANDSCAPE ENLARGEMENT PLAN 1U3.01 472 C. FLOREANI C. FLOREANI L. FRENCH BE D W I D T H V A R I E S SE E N O T E SCALE: MIX A TYPICAL PLANTING LAYOUT ENLARGEMENT NTS A 1U3.01 MEDIUM SHRUB DAVID VIBURNUM 3-FT O.C. FERN WESTERN SWORD FERN 2-FT O.C. GROUNDCOVER CREEPING OREGON GRAPE 1.5-FT O.C. GRASS ORANGE SEDGE 1.5-FT O.C. PERENNIAL HENFIELD BRILLIANT ROCK ROSE 1.5-FT O.C. PERENNIAL BLUE BOA HYSSOP 1.5-FT O.C. TYPE COMMON NAME SPACINGSYMBOL NARROWING BED AREA SEE NOTE SPACING- SEE TABLE BELOW PLANT PERENNIALS IN GROUPS OF 15-25 BY TYPE, WITH EACH GROUP 13 HYSSOP AND 2 3 ROCK ROSE PLANTED IN CLUSTERS BY SPECIES PLANT MEDIUM SHRUBS IN GROUPS OF 3-7 PLANT FERNS IN GROUPS OF 9-15 PLANT GRASSES AND GROUNDCOVERS IN GROUPS OF 15-20 BY SPECIES SCALE: MIX B TYPICAL PLANTING LAYOUT ENLARGEMENT NTS B 1U3.01 SMALL SHRUB MAGIC CARPET JAPANESE SPIREA 2-FT O.C. SMALL SHRUB SLOWMOUND MUGO PINE 2-FT O.C. GROUNDCOVER CREEPING OREGON GRAPE 1.5-FT O.C. PERENNIAL HIDCOTE LAVENDER 1.5-FT O.C. GROUNDCOVER SEA THRIFT 1.0-FT O.C. BE D W I D T H VA R I E S SE E N O T E NARROWING BED AREA SEE NOTESPACING- SEE TABLE BELOW PLANT LAVENDER IN GROUPS OF 9-15 PLANT MUGO PINE IN GROUPS OF 3-7 PLANT CREEPING OREGON GRAPE IN GROUPS OF 15-20 TYPE COMMON NAME SPACINGSYMBOL HARDSCAPE EDGE, SEE DTL C, SHEET 1U2.01 FOR SETBACK DISTANCE AND TRIANGULAR SPACING LAYOUT TREE, SEE LANDSCAPE PLAN FOR TYPE AND SPACING NOTES: 1.GENERAL LAYOUT OF PLANT MATERIAL SHALL BE IN LARGE GROUPINGS BY SPECIES OR TYPE IN QUANTITIES INDICATED. FOR LARGER BEDS, GROUPINGS SHALL BE EVENLY DISPERSED THROUGHOUT EACH LANDSCAPE BED AT THE PLANT SPACING INDICATED. 2.WHERE BED AREA NARROWS LESS THAN 3-FT DEPTH, PLANT TYPES SHALL BE GRASS AND/OR GROUNDCOVER. 3.MEDIUM SHRUBS SHALL BE SETBACK A MINIMUM OF 5-FT FROM TREES AND ABOVE GROUND UTILITIES, I.E. FIRE HYDRANTS AND UTILITY CABINETS. 4.WHERE BED IS 5' WIDTH (AS SHOWN), LAYOUT PLANTS IN A MINIMUM OF 3 ROWS AT THE PLANT SPACING INDICATED OR 2 ROWS FOR MEDIUM SHRUBS. EACH ROW MAY BE A DIFFERENT TYPE OR SPECIES TO ACCOMMODATE THE GROUPING QUANTITIES INDICATED. INCREASE THE NUMBER OF PLANTING ROWS WHERE BEDS ARE WIDER. 5.PLANT GROUPING QUANTITIES MAY BE MODIFIED TO ACCOMMODATE SITE CONSTRAINTS. 6.SEE PLANTING PLANS FOR PLANT QUANTITIES. HARDSCAPE EDGE, SEE DTL C, SHEET 1U2.01 FOR SETBACK DISTANCE AND TRIANGULAR SPACING LAYOUT PLANT SEA THRIFT IN GROUPS OF 15-25 EACH TREE TO TAKE THE PLACE OF 1 PLANT EACH TREE TO TAKE THE PLACE OF 1 PLANT NOTES: 1.GENERAL LAYOUT OF PLANT MATERIAL SHALL BE IN LARGE GROUPINGS BY SPECIES OR TYPE IN QUANTITIES INDICATED. FOR LARGER BEDS, GROUPINGS SHALL BE EVENLY DISPERSED THROUGHOUT EACH LANDSCAPE BED AT THE PLANT SPACING INDICATED. 2.WHERE BED AREA NARROWS LESS THAN 3-FT DEPTH, PLANT TYPES SHALL BE GROUNDCOVER. 3.SMALL SHRUBS SHALL BE SETBACK A MINIMUM OF 3-FT FROM TREES AND ABOVE GROUND UTILITIES, I.E. FIRE HYDRANTS AND UTILITY CABINETS. 4.WHERE BED IS 3' WIDTH (AS SHOWN), LAYOUT PLANTS IN A MINIMUM OF 2 ROWS AT THE SPACING INDICATED. EACH ROW MAY BE A DIFFERENT TYPE OR SPECIES TO ACCOMMODATE THE GROUPING QUANTITIES INDICATED. INCREASE THE NUMBER OF PLANTING ROWS WHERE BEDS ARE WIDER. 5.PLANT GROUPING QUANTITIES MAY BE MODIFIED TO ACCOMMODATE SITE CONSTRAINTS. 6.SEE PLANTING PLANS FOR PLANT QUANTITIES. 3-FT SETBACK SEE NOTE 5-FT SETBACK SEE NOTE PLANT SPIREA IN GROUPS OF 7-12 PLANT SYMBOLS IN ENLARGEMENT ARE SHOWN AT AN ENLARGED SCALE PLANT SYMBOLS IN ENLARGEMENT ARE SHOWN AT AN ENLARGED SCALE R-4214472 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/11/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214290 LAYOUT WITH 1 TYPICAL SPECIES C: \ p w _ w o r k d i r \ d e n 0 0 3 \ e x t _ c w 0 5 7 3 5 6 \ d 0 6 0 1 3 8 9 \ 1 U 3 . 0 1 . d w g | L a y o u t : 1 U 3 . 0 2 PL O T T E D : J u n 1 1 , 2 0 2 4 - 0 3 : 0 1 : 4 1 p m B y C W I L C O X XR E F S : X - L E G E N D . d w g ; X - S H E E T C U T S _ O v e r a l l . d w g ; K C M T D - B O R D E R _ 2 0 2 0 . d w g ; X - A L I G N . d w g ; X - R O W _ R E N T O N . d w g ; X - R D W Y _ R E N T O N . d w g ; X - L D _ R E N T O N . d w g ; 1 8 2 2 9 - S V - B S _ R e n t o n . d w g ; 1 8 2 2 9 - S V - R O W . d w g ; X - P A R C E L - I N F O . d w g ; X - I L _ R E N T O N . d w g ; X - L D _ D A T A _ R E N T O N . d w g IM A G E S : No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE JUNE 2024G. FRANCO E00566E18 CXXXXXXXX 473K. CHANG YUEN STA T E O F W A SHIN G T O N LI C E N S E D LANDSCA P E A R C HITECT N O . 1427 EX P. 1 2 /0 8/25 CHANT E N O ELLA FL O R E A N I AD-READY SUBMITTAL RENTON SEGMENT LANDSCAPE ENLARGEMENT PLAN 1U3.02 473 C. FLOREANI C. FLOREANI L. FRENCH LARGE SHRUB AMBER JUBILEE NINEBARK 4-FT O.C. MEDIUM SHRUB EVERGREEN HUCKLBERRY 3-FT O.C. FERN WESTERN SWORD FERN 2-FT O.C. SMALL SHRUB CREEPING OREGON GRAPE 1.5-FT O.C. SMALL SHRUB KINNIKINNICK 2-FT O.C. GROUNDCOVER DRAGON'S BLOOD STONECROP 1-FT O.C. SCALE: MIX C TYPICAL PLANTING LAYOUT ENLARGEMENT NTS C 1U.3.02 NARROWING BED AREA SEE NOTESPACING- SEE TABLE BELOW PLANT MEDIUM SHRUBS IN GROUPS OF 5-12 PLANT SMALL SHRUBS IN GROUPS OF 15-25 BY SPECIES, PRIORITIZING PLACEMENT NEAR HARDSCAPE EDGES. VARIES SPECIES 1 VARIES - SEE PLANT SCHEDULE VARIES SPECIES 2 VARIES - SEE PLANT SCHEDULE SCALE: MIX D TYPICAL PLANTING LAYOUT ENLARGEMENT NTS D 1U.3.02 BE D W I D T H V A R I E S SE E N O T E S PLANT LAYOUTS WITH 1 TYPICAL SPECIES IN A TRIANGULAR PATTERN LAYOUT WITH 2 OR MORE TYPICAL SPECIES PLANT LAYOUTS WITH 2 OR MORE TYPICAL SPECIES IN GROUPS OF 7 OR GREATER BY SPECIES. SEE NOTES. NOTES: 1.THE SPECIES COMPOSTION OF PLANTING MIX D VARIES DEPENDING ON SITE LOCATION. SEE PLANTING AREAS TABLE ON SHEET 1U1.00 FOR PLANT SPECIES, SPACING AND QUANTITIES FOR EACH AREA. 2.FOR PLANTING AREAS WITH MORE THAN ONE SPECES, GENERAL LAYOUT OF PLANT MATERIAL SHALL BE IN LARGE GROUPINGS BY SPECIES IN QUANTITIES INDICATED. FOR LARGER BEDS, GROUPINGS SHALL BE EVENLY DISPERSED THROUGHOUT EACH LANDSCAPE BED AT THE PLANT SPACING INDICATED. PLANT GROUPING QUANTITIES MAY BE MODIFIED TO ACCOMMODATE SITE CONSTRAINTS. 3.MEDIUM AND LARGE SHRUBS SHALL BE SETBACK A MINIMUM OF 7-FT FROM TREES . SMALL SHRUBS SHALL BE SETBACK A MINIMUM OF 3-FT FROM TREES. 4.INCREASE THE NUMBER OF PLANTING ROWS WHERE BEDS ARE WIDER TO ACCOMMODATE THE PLANT QUANTITIES INDICATED. 5.COORDINATE TREE LOCATIONS TO TAKE THE PLACE OF 1 PLANT WHERE APPLICABLE. 6.SEE PLANTING PLANS FOR PLANT QUANTITIES. TYPE COMMON NAME SPACINGSYMBOL TYPE COMMON NAME SPACINGSYMBOL PLANT LARGE SHRUBS IN GROUPS OF 3-7 PLANT FERNS SHRUBS IN GROUPS OF 15-25 HARDSCAPE EDGE, SEE DTL C, SHEET 1U2.01 FOR SETBACK DISTANCE AND TRIANGULAR SPACING LAYOUT HARDSCAPE EDGE, SEE DTL C, SHEET 1U2.01 FOR SETBACK DISTANCE AND TRIANGULAR SPACING LAYOUT BE D W I D T H V A R I E S - S E E N O T E S PLANT SYMBOLS IN ENLARGEMENT ARE SHOWN AT AN ENLARGED SCALE PLANT SYMBOLS IN ENLARGEMENT ARE SHOWN AT AN ENLARGED SCALE NOTES: 1.GENERAL LAYOUT OF PLANT MATERIAL SHALL BE IN LARGE GROUPINGS BY SPECIES OR TYPE IN QUANTITIES INDICATED. FOR LARGER BEDS, GROUPINGS SHALL BE EVENLY DISPERSED THROUGHOUT EACH LANDSCAPE BED AT THE PLANT SPACING INDICATED. 2.WHERE BED AREA NARROWS LESS THAN 4-FT DEPTH, PLANT TYPES SHALL BE SMALL SHRUB, FERN AND/OR GROUNDCOVER. 3.LARGE SHRUBS SHALL BE SETBACK A MINIMUM OF 7-FT FROM TREES AND 3-FT MINIMUM FROM HARDSCAPE. MEDIUM SHRUBS SHALL BE SETBACK A MINIMUM OF 5-FT FROM TREES. SMALL SHRUBS SHALL BE SETBACK A MINIMUM OF 3-FT FROM TREES. 4.PLANT FERNS AND GROUNDCOVERS ADJACENT TO ABOVE GROUND UTILITIES, I.E. FIRE HYDRANTS AND UTILITY CABINETS. 5.PLANT GROUPING QUANTITIES MAY BE MODIFIED TO ACCOMMODATE SITE CONSTRAINTS. 6.SEE PLANTING PLANS FOR PLANT QUANTITIES. PLANT GROUNDCOVERS IN GROUPS OF 25-40 BY SPECIES, PRIORITIZING PLACEMENT ADJACENT TO HARDSCAPE EDGES. EACH TREE TO TAKE THE PLACE OF 1 PLANT EACH TREE TO TAKE THE PLACE OF 1 PLANT R-4214473 TE D - 4 0 - 4 2 1 4 TE D - 4 0 - 4 2 1 4 LU A 2 2 - 0 0 0 2 6 0 PR 2 1 - 0 0 0 1 3 2 C2 1 0 0 1 1 2 8 6/11/24 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214291