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Home My WebLink AboutzR-4214set0 J � z � O J O Q o X �o U r- J O 0- CNU 00 00 m O 70 co L� ono N -I oLLI �I N 0 C� O C N CD ON m a > 0 Y U 0 0 Y � L LU w Q U 0- X 2E TYPICAL SECTION AND DETAIL REFERENCING SYSTEM (1) THE SECTION IS CUT ON DRAWING A101: SECTION LETTER ELEVATION LETTER A Agdkkh� /A .01 A3.01 DRAWING ON WHICH SECTION/ELEVATION APPEARS. (2) ON DRAWING A105 THIS SECTION IS IDENTIFIED: SECTION LETTER SECTION B DRAWING ON WHICH SECTION WAS SCALE: A1.0� TAKEN. (3) DETAILS ARE CROSS-REFERENCED IN A SIMILAR MANNER, EXCEPT THAT DETAILS ARE IDENTIFIED BY NUMBERS RATHER THAN BY LETTERS. VICINITY MAP 99 NOT TO SCALE KENMORE BOTHE 5 k 405 � K�ND MEDINA • TTLE v E • 290a SNOHOMISH CO. KING CO. DUVALL 12 ) REDMOND SAMM. A 202 1 DRAWING NUMBERING SYSTEM KEY: DISCIPLINE U UIVIL DR DRAINAGE E ELECTRICAL EC EROSION CONTROL G GENERAL I INTERCONNECT L LIGHTING R RETAINING WALL S STATION TC TRAFFIC CONTROL TS TRAFFIC SIGNAL U LANDSCAPING UT UTILITY AREA LOCATION (FOR PROJECTS WITH 2 C 1 001 MULTIPLE LOCATIONS) DISCIPLINE SEQUENTIAL DESIGNATOR SEQUENTIAL DRAWING NUMBER WITHIN SEPARATOR DISCIPLINE AND DESIGNATED CATEGORY 1 2 19 King County METRO CIVIL CONSTRUCTION PERMIT #'C2 1 00 1 1 28: COR CONDITIONS OF APPROVAL ARE LISTED ON SHEET 2 - 1 GO.01 F I I I I I I I I I I I I y i i N RENTON SEGMENT 00 N r O O N U N M r O 0 0 KENT SEGMENT ' r N 19 IL q t_=( It --"% W FTLTN OWNER CONTACT: v V� IT W im METRO KING COUNTY METRO m 5 PRESTO JANINE ROBINSON, AICP janirobinson@kingcounty.gov -0 509 405 900 ISS•UAH 2O6.477.7563 a G "Pi R1 E 201 S JACKSON ST Q RENTON SEATTLE, WA 98104 518 99 TU IL 169 18 LINE ENGINEER CONTACT: w° AUBURN SEGMENT IVASN o JACOBS ENGINEERING ISLAND o JOHN MCKENZIE, PIE t� DES 1a1 1 KING COUNTY John. McKenzie@jacobs.com o MOINE 7 ® 425.453.3000 _ MAPLE KENT VALLEY 1100 112TH AVE NE o � AD -READY SUBMITTAL DEVELOPMENT ENGINEERING � BELLEVUE, WA 98004 � Michael Sippo 09/11/2024 � SURVEYOR CONTACT: 169 JUNE 149 2024 1 ALLIANCE ooe� 18 MARK GROOT A URP K EXPECTED RELEASE DATE SEPTEMBER 2024 mark.groot@1-alIiance.com 5 DIA D PROJECT 425.598.2200 ALGONA VICINITY 1261 120TH AVE NE LOCATION MAP WASTEWATER UTILITY REGIONAL FIRE AUTHORITY �Eoti TRANSPORTATION OPERATION WATER UTILITY NOT TO SCALE TACOMA PACIFIC SURFACE WATER UTILITY APPROVED `gip F PiE cEc o. JFarah 09/03/2024 jstowell 08/29/2024 cthomas 08/28/2024 y4�FlRE►0 CBarnes 09/09/2024 JValdez 09/05/2024 [T-421-4-011[S--421-4-0110-421-4011 R-421401 DESIGNED: APPROVED: METRO TRANSIT CAPITAL DIVISION DATE: AD -READY SUBMITTAL ' JUNE 2024 �. A. VILLAR G. FRANCO RAP I D RI D E I LINE (425) 453-5000 �� ®Y W DRAWN: 1100 1 12TH AVE NE, SUITE 500aco �``�a sBELLEVUE, WA 98004 0 C. WILCOX King County CHECKED: PROJECT NO: LQ VOLUME 1 DRAWING NO: 5I48�9 A.STOTT E00566E18 MET RENTON SEGMENT 1 G0.00 No. REVISION BY APP'D DATE ssj®NALSHEET N COVER 6/13/24 CHECKED: CONTRACT N0: 0: OF K. CHANG YUEN CXXXXXXXX 1 473 O N O O O N N Q ABBREVIATIONS: ABBREVIATIONS (CONTINUED): GENERAL NOTES: COR CONDITIONS OF APPROVAL: o a� Coo ti J Z � _ W cV w 00 U o CO X 70 co � Uo C) �_ CD cal c� NI rr N 0 ��ry o N O o92 0,5 m W a > 0 Y U 0 0 e LU (n �I LL L7 w a U 0- X 2E AFO AERIAL FIBER OPTIC AP ANGLE POINT BOC BACK OF CURB BOS BACK OF SIDEWALK BOT BOTTOM BOW BOTTOM OF WALL BTWN BETWEEN CB CATCH BASIN CIP CAST IN PLACE CJ CONSTRUCTION JOINT COA CITY OF AUBURN COK CITY OF KENT CONC CONCRETE CONT CONTINOUS COR CITY OF RENTON CL CENTERLINE CID CENTER POINT CSBC CRUSHED SURFACING BASE COURSE CSTC CRUSHED SURFACING TOP COURSE DIA DIAMETER DWG DRAWING E EASTING EJ EXPANSION JOINT ELEV, EL ELEVATION EX EXISTING FF FRONT OF FACE FG FINISH GRADE FL FLOW LINE HMA HOT MIX ASPHALT IB INBOUND IE INVERT ELEVATION KCM KING COUNTY METRO L LENGTH LT LEFT MAX MAXIMUM MH MANHOLE MIN MINIMUM N NORTHING NO. NUMBER NTS NOT TO SCALE NST NOT STEEPER THAN OB OUTBOUND OC ON CENTER OHP OVERHEAD POWER OHT OVERHEAD TELEPHONE/ TELECOM PC POINT OF CURVATURE No. I REVISION PCC POINT OF COMPOUND CURVATURE POB POINT OF BEGINNING POE POINT OF END PRC POINT OF REVERSE CURVE PROP PROPOSED PSE PUGET SOUND ENERGY PT POINT PI POINT OF INTERSECTION PVC POINT OF VERTICAL CURVE PVC POLYVINYL CHLORIDE PVI POINT OF VERTICAL INTERSECTION PVT POINT OF VERTICAL TANGENT RT RIGHT RTIS REAL TIME INFORMATION SYSTEM ROW RIGHT OF WAY SD STORM DRAIN SF SQUARE FOOT/FEET SHLDR SHOULDER SPA SPACING STA STATION SR STATE ROUTE STD STANDARD SYM SYMMETRICAL TC, TOC TOP OF CURB TCE TEMPORARY CONSTRUCTION EASEMENT TESC TEMPORARY EROSION AND SEDIMENT CONTROL TOW TOP OF WALL TSP TRANSIT SIGNAL PRIORITY TYP TYPICAL UD UNDERDRAIN UNO UNLESS NOTED OTHERWISE UTIL UTILITY W/ WITH WSDOT WASHINGTON STATE DEPARTMENT OF TRANSPORTATION BY I APP'D I DATE 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. ON (425) 453-5000 1100 112TH AVE NE, SUITE 500 cobBELLEVUE, WA 98004 DESIGNED: APPROVED: A. VILLAR G. FRANCO DRAWN: C. WILCOX CHECKED: PROJECT NO: A.STOTT E00566E18 CHECKED: CONTRACT NO: l K. CHANG YUEN CXXXXXXXX 1. ISSUANCE OF CIVIL CONSTRUCTION PERMIT C2 1 00 1 1 28 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 1 EC.OA (PAGE 107): ADD ADDITIONAL NOTES FOR PRE -CONSTRUCTION. NOTES TO BE ADDED TO SPECIFICATIONS. 8. SHEETS 1 L 1 .02, 1 L 1 .04A, 1 L 1 .13, ITS 1 .02B, ITS 1 .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 1 L2.05 (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 12 1. 10. SHEET 1 L2.05 (PAGE 370): A COLUMN ON THE POLE & FIXTURE SCHEDULE IS REQUIRED FOR ADDING LAT/LONG BY CONTRACTOR ON AS -BUILT PLANS. 1 1. SHEET 1 TS 1.00 (PAGE 376): ADD ADDITIONAL NOTES. NOTES TO BE ADDED TO SPECIFICATIONS. 12. SHEET 1 TS 1.0 1 B (PAGE 378): VECTOR VANTAGE FOR VIDEO DETECTION. 13. SHEET 1 TS 1.0713 (PAGE 400): PROVIDE ADDITIONAL SCOOT SYSTEM INFORMATION TO CITY TRANSPORTATION DEPARTMENT FOR REVIEW PRIOR TO NOTICE TO PROCEED. 14. SHEET I C8.02 (PAGE 422): INSTALL STOP BAR TO SOUTHERN EDGE OF WBTL. 15. SHEETS I C8.10, 1 C8.1 1, 1 C8.1 5 (PAGES 434, 436, 44): REMOVE STOP BARS AT RRFB CROSSINGS ON CITY STREETS. KEEP STOP BARS AT RRFB CROSSINGS ON WSDOT HIGHWAYS. Lal King County METRO DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421402 FS-42140-21 0-4-21400 R-421402 METRO TRANSIT CAPITAL DIVISION DATE: RAPIDRIDE I LINE JUNE2024 GENERAL NOTES AND ABBREVIATIONS DRAWING NO: 1 G0.01 SHEET NO: OF 2 473 O N O O O 9 N N Q J N 0 0 c� 0 0 a co N 0 CD x� boo CC) J w 0000Uw o 00 m X 7 _ co C�� Leo o v o cal o �I � w 0 o N 0 0 0 � m � o p F _Ne U p Y �I F_ LL CD 0-0 w Q C) a_ X r SURVEY PROPOSED EXISTING BENCHMARK 41 0 BORE/POT HOLE W CONTROL POINT I 11 GROUND SHOT X O.00 r IRON PIPE • NSURVEY MONUMENT NSTONE/SPIKE WETLAND/OHW FLAG N RIGHT OF WAY PROPOSED EXISTING ~ RIGHT-OF-WAY N CL PROPERTY LINE ------- TEMPORARY CONSTRUCTION EASEMENT N ROADWAY SIGNING AND STRIPING I PROPOSED EXISTING r qq SIGN O CHANNELIZATION - DASHED LINE CHANNELIZATION - DOUBLE YELLOW LINE CHANNELIZATION - EDGE LINE CHANNELIZATION - WIDE SOLID LINE CHANNELIZATION - WIDE DOTTED LANE LINE - - - - - - - - - - - - - - - - - BICYCLE LANE 0� ONLY SYMBOL BUS SYMBOL o STOP SYMBOL ARROW LEFT ARROW RIGHT ARROW THRU 4 RED BUS LANE PAVEMENT MARKINGS :. RAISED BIKE LANE PAVEMENT MARKINGS C ROADWAY LINETYPES PEDESTRIAN GUARDRAIL RETAINING WALL FENCE PROPOSED 0 0 AD -READY SUBMITTAL No. I REVISION BY I APP'D I DATE EXISTING UTILITY PROPOSED EXISTING COMM CABINET 8 COMM MANHOLE ❑ ❑ COMM PULL BOX m ❑ COMM RISER TEL ❑ COMM VAULT COUPLING FIRE DEPT CONNECTION -� FIRE HYDRANT GAS METER ❑O ❑O GAS VALVE H ❑ GAS VAULT GROUNDING ROD GUY POLE GUY ANCHOR HANDHOLE ❑ HH O JUNCTION BOX ® J B ❑ MONITORING WELL SEWER CLEANOUT S S C 0 0 SEWER MANHOLE SS SS POLYPIG STATION ❑ POST INDICATOR VALVE o P IV POWER CABINET ❑ POWER MANHOLE ❑ ❑ POWER METER ❑ POWER POLE POWER PULL BOX m J B ❑ POWER RISER P ❑ POWER VAULT PSE TRANSFORMER ❑0 ❑ THRUST BLOCK UTILITY POLE UTILITY VAULT U VT U VT WATER HOSE BIB ❑ ❑ WATER MANHOLE ❑ ❑ WATER METER ❑ WATER VALVE ❑ so (425) 453-5000 1100 112TH AVE NE, SUITE 500 cob BELLEVUE, WA 98004 DRAINAGE PROPOSED EXISTING STORM CATCH BASIN, TYPE 1 STORM CATCH BASIN, TYPE 2 0 O STORM CLEANOUT 0coo STORM CULVERT STORM WATER FLOW ARROW - S I G NAL PROPOSED EXISTING SIGNAL PEDESTAL WITH PUSHBUTTON I MAST ARM POLE WITH LUMINAIRE MAST ARM POLE 0— TRAFFIC SIGNAL CONTROLLER CABINET ❑ ELECTRICAL SERVICE CABINET EE JUNCTION BOX - TYPES 1, 2 AND 8 e o O ® Isi B TRAFFIC SIGNAL DETECTION ZONE UNDERGROUND CONDUIT - - - LIGHTING PROPOSED EXISTING ROADWAY LUMINAIRE, BRACKET ARM, { POLE, AND FOUNDATION SIGNAL LUMINAIRE AND BRACKET ARM (LENGTH VARIES) EXISTING PSE LUMINAIRE REPLACEMENT PEDESTRIAN LUMINAIRE, POLE, AND FOUNDATION JUNCTION BOX - TYPES 1, 2/4 AND 3/8 B O 0 ® Isi B CONDUIT --- ITS PROPOSED EXISTING JUNCTION BOX - TYPES 1, 2/4 AND 3/8 ■ O 0 d PULL BOX PB 25-TA CABLE VAULT AERIAL FIBER OPTIC AFO Is 60 Fowl UTILITY LINETYPES PROPOSED UNDERGROUND COMM LINE OVERHEAD COMM LINE UNDERGROUND FIBER OPTIC LINE UNDERGROUND POWER LINE OVERHEAD POWER LINE ABANDONED SEWER LINE UNDERGROUND SEWER LINE ABANDONED STORM LINE UNDERGROUND STORM LINE UNDERGROUND UNDERDRAIN LINE UNDERGROUND WATER LINE UNDERGROUND GAS LINE ABANDON LINE REMOVE LINE DESIGNED: APPROVED: A. VILLAR DRAWN: C. WILCOX CHECKED: PROJECT NO: A. STOTT CHECKED: CONTRACT NO: l K. CHANG YUEN T- OHC FO - n EXISTING T OHC FO n vnr �nr ss ss LID - W W G G LIQ King County METRO LANDSCAPE DECIDUOUS TREE (DASHED LINE INDICATES TREE PROTECTION ZONE OF EXISTING TREE) EVERGREEN/CONIFER TREE (DASHED LINE INDICATES TREE PROTECTION ZONE OF EXISTING TREE) 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 IRRIGATION CONTROL BOX IRRIGATION CONTROL VALVE IRRIGATION METER ROCKERY WALL PROPOSED STATION (SHOWN AT 1"=10') SHELTER (LARGE RAPIDRIDE SHELTER) SHELTER (F50 SHELTER) TECH PYLON TRASH RECEPTACLE BENCH BIKE RACK ELECTRICAL UTILITY POLE UNDERGROUND TRANSFORMER VAULT CONTROLLER CABINET ELECTRICAL SERVICE CABINET JUNCTION BOX - TYPES 1, 2/4 AND 3/8 CONDUIT — POWER PEDESTAL (FRONT DOOR INDICATED BY THE T") PROPOSED FmI F EXISTING ICB❑ N ICV E] OCC�C PROPOSED EXISTING DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 T-421403 FS--4214073 W-4-21400 R-421403 METRO TRANSIT CAPITAL DIVISION DATE: RAPIDRIDE I LINE JUNE2024 RENTON SEGMENT GENERAL LEGEND DRAWING NO: 1G0.02 SHEET NO: OF 3 473 VOLUME 1 VOLUME 2 VOLUME 3 N O 0 W I r N qT r 14 O H 0 0 c� 0 0 Si, J 0 0 �o U 00 0 J rl- N U 00 a o CO 0 m co � N O CD N O UI O �I X w N n, oC� c::>00m � N � T � �C� Y � U 0 0 Y 3 w ci) LU CD Q J � U a_X 2i SHEET DRAWING NUMBER DESCRIPTION SHEET DRAWING NUMBER DESCRIPTION SHEET DRAWING NUMBER DESCRIPTION 1 1 GO.00 VOLUME 1 RENTON SEGMENT - COVER 1 2GO.00 VOLUME 2 KENT SEGMENT - COVER 1 3GO.00 VOLUME 3 AUBURN SEGMENT - COVER 2 1 GO.01 GENERAL NOTES AND ABBREVIATIONS 2 2GO.01 GENERAL NOTES AND ABBREVIATIONS 2 3GO.01 GENERAL NOTES AND ABBREVIATIONS 3 1GO.02 GENERAL LEGEND 3 2GO.02 GENERAL LEGEND 3 3GO.02 GENERAL LEGEND 4 1 GO.03 RENTON, KENT & AUBURN - INDEX 4-7 2GO.02A - 2GO.02D KENT-INDEX 4 3GO.03 RENTON, KENT, & AUBURN - INDEX 5-7 1 G1.01 -1 G1.03 RENTON SEGMENT - SHEET KEY 8 -10 2G2.01 - 2G2.03 KENT SEGMENT - SHEET KEY 5 3G3.01 AUBURN SEGMENT - SHEET KEY 8 1C0.01 RENTON SEGMENT - CONTROL NOTES & COORDINATES SHEET 11 2CO.01 KENT SEGMENT - CONTROL NOTES & COORDINATES SHEET 6 3CO.01 AUBURN SEGMENT - CONTROL NOTES & COORDINATES SHEET 9 -10 1 C1.0A -1 C1.0B RENTON SEGMENT - ROW & SURVEY CONTROL ALIGNMENT TABLES AND LEGEND 12 -13 2C1.00 - 2C1.00A KENT SEGMENT - ROW & SURVEY CONTROL ALIGNMENT TABLES 7 3C1.00 AUBURN SEGMENT - ROW & SURVEY CONTROL ALIGNMENT TABLES AND LEGEND 11 - 80 1C1.01 - 1C1.69 RENTON SEGMENT - ROW, SURVEY CONTROL & ALIGNMENT PLANS 14 - 108 2C1.01 - 2C1.94 KENT SEGMENT - ROW, SURVEY CONTROL & ALIGNMENT PLANS 8 - 53 3C1.01 - 3C1.46 AUBURN SEGMENT - ROW, SURVEY CONTROL & ALIGNMENT PLANS 81 - 83 1C4.OA-1C4.00 RENTON - TREE INVENTORY & TREE PROTECTION DETAILS 109-112 2C4.OA - 2C4.OD KENT SEGMENT - TREE INVENTORY TABLES & TREE PROTECTION DETAILS 54 3C4.OA AUBURN SEGMENT - TREE INVENTORY TABLES & TREE PROTECTION DETAILS 84 1C4.00 RENTON SEGMENT - SITE PREPARATION GENERAL NOTES AND LEGEND 113 2C4.00 KENT SEGMENT - SITE PREPARATION GENERAL NOTES AND LEGEND 55 3C4.00 AUBURN SEGMENT - SITE PREPARATION GENERAL NOTES AND LEGEND 85 -106 1 C4.01 -1 C4.17 RENTON SEGMENT - SITE PREPARATION PLANS 114 -153 2C4.01 - 2C4.29 KENT SEGMENT - SITE PREPARATION PLANS 56 - 72 3C4.01 - 3C4.11 AUBURN SEGMENT - SITE PREPARATION PLANS 107 1 EC.OA RENTON SEGMENT - TESC GENERAL NOTES AND LEGEND 154 2EC1.00 KENT SEGMENT - TESC GENERAL NOTES AND LEGEND 73 3EC.00 AUBURN SEGMENT - TESC GENERAL NOTES AND LEGEND 108 -124 1 EC1.01 -1 EC1.17 RENTON SEGMENT - TESC PLANS 155 -189 2EC1.01 - 2EC1.29 KENT SEGMENT - TESC PLANS 74 - 85 3EC1.01 - 3EC1.12 AUBURN SEGMENT - TESC PLANS 125 1 C2.00 RENTON SEGMENT - PAVING GENERAL NOTES AND LEGEND 190 2ED.01 KENT SEGMENT - TESC DETAILS 86 3ED.01 AUBURN SEGMENT - TESC DETAILS 126 - 143 1 C2.01A - 1 C2.17 RENTON SEGMENT - PAVING PLANS 191 2C2.00 KENT SEGMENT - PAVING GENERAL NOTES AND LEGEND 87 3C2.00 AUBURN SEGMENT - PAVING GENERAL NOTES AND LEGEND 144 - 149 1C3.01 - 1C3.06 RENTON SEGMENT - ROADWAY TYPICAL SECTIONS 192 - 224 2C2.01 - 2C2.29 KENT SEGMENT - PAVING PLANS 88 - 99 3C2.01 - 3C2.11 AUBURN SEGMENT - PAVING PLANS 150 - 165 1C10.01 - 1C10.15 RENTON SEGMENT - GRADING PLANS 225 - 238 2C3.01 - 2C3.14 KENT SEGMENT - ROADWAY TYPICAL SECTIONS 100 - 104 3C3.01 - 3C3.05 AUBURN SEGMENT - ROADWAY TYPICAL SECTIONS 166 - 183 106.01 - 106.18 RENTON SEGMENT - CURB RAMP PLANS 242 - 273 2C10.01 - 2C10.29 KENT SEGMENT - GRADING PLANS 105 - 113 3C10.01 - 3C10.08 AUBURN SEGMENT - GRADING PLANS 184 - 187 1 C9.01 - 1 C9.04 RENTON SEGMENT - DRIVEWAY PLANS & PROFILES 274 - 296 2C6.01 - 2C6.20 KENT SEGMENT - CURB RAMP PLANS 114 - 117 3C6.01 - 3C6.04 AUBURN SEGMENT - CURB RAMP PLANS 188 - 189 105.01 - 105.02 RENTON SEGMENT - CIVIL DETAILS 297 - 320 2C9.01 - 2C9.18 KENT SEGMENT - DRIVEWAY PLAN & PROFILES 118 - 119 3C9.01 - 3C9.02 AUBURN SEGMENT - DRIVEWAY PLAN & PROFILES 190 - 191 1 UT.OA - 1 UT.OB RENTON SEGMENT - UTILITY GENERAL NOTES AND LEGEND 321 - 324 2C5.01 - 2C5.04 KENT SEGMENT - CIVIL DETAILS 120 - 121 3C5.01 - 3C5.02 AUBURN SEGMENT - FOOTING DETAILS 192 - 208 1 UT.01 - 1 UT.17 RENTON SEGMENT - UTILITY PLANS 326 2UT.00 KENT SEGMENT - UTILITY GENERAL NOTES & LEGEND 122 3UT.00 AUBURN SEGMENT - UTILITY GENERAL NOTES & LEGEND 209 - 210 1 UP.01 - 1 UP.02 RENTON SEGMENT - UTILITY PROFILES 327 - 358 2UT.01 - 2UT.29 KENT SEGMENT - UTILITY PLANS 123 - 134 3UT.01 - 3UT.11 AUBURN SEGMENT - UTILITY PLANS 211 1 UD.01 RENTON SEGMENT - MANHOLE ADJUSTMENT DETAILS 359 - 360 2UP.01A - 2UP.01 B KENT SEGMENT - UTILITY PROFILES 135 3UP.01 AUBURN SEGMENT - UTILITY PROFILES 212 - 213 1 DR.OA - 1 DR.OB RENTON SEGMENT - DRAINAGE GENERAL NOTES & LEGEND 361 - 363 2UD.01 - 2UD.03 KENT SEGMENT - UTILITY DETAILS 136 3DR.00 AUBURN SEGMENT - DRAINAGE GENERAL NOTES & LEGEND 214 - 230 1 DR.01 -1 DR.17 RENTON SEGMENT - DRAINAGE PLANS 364 2DR.00 KENT SEGMENT - DRAINAGE GENERAL NOTES & LEGEND 137 -147 3DR.01 - 3DR.11 AUBURN SEGMENT - DRAINAGE PLANS 231 - 234 1 DRP.01 - 1 DRP.04 RENTON SEGMENT - DRAINAGE PROFILES 365 - 395 2DR.01 - 2DR.29 KENT SEGMENT - DRAINAGE PLANS 148 - 150 3DRD.01 - 3DRD.03 AUBURN SEGMENT - SHELTER DRAINAGE DETAILS 235 - 242 1 DRD.01 -1 DRD.08 RENTON SEGMENT - DRAINAGE DETAILS 396 - 400 2DRP.01 - 2DRP.05 KENT SEGMENT - DRAINAGE PROFILES 151 -152 3RO.00 - 3RO.01 AUBURN SEGMENT - RETAINING WALL GENERAL NOTES & KEY MAP 243 - 246 1 RO.00 - 1 RO.03 RENTON SEGMENT - RETAINING WALL GENERAL NOTES & KEYMAP 401 - 407 2DRD.01 - 2DRD.07 KENT SEGMENT - DRAINAGE DETAILS 153 3R1.01 AUBURN SEGMENT - RETAINING PLAN AND ELEVATION 247 - 252 1 R1.01 -1 R1.06 RENTON SEGMENT - RETAINING WALL PLAN & ELEVATION 408 - 410 2RO.00 - 2RO.02 KENT SEGMENT - RETAINING WALL GENERAL NOTES & KEY MAP 154 3R2.01 AUBURN SEGMENT - RETAINING WALL DETAILS 253 - 256 1 R2.01 - 1 R2.04 RENTON SEGMENT - RETAINING WALL DETAILS 411 - 422 2R1.01 - 2R1.12 KENT SEGMENT - RETAINING WALL PLAN & ELEVATION 155 3S1.00 AUBURN SEGMENT - STATION GENERAL NOTES AND LEGEND 257 1S1.00 RENTON SEGMENT - STATION GENERAL NOTES AND LEGEND 423 - 429 2R2.01 - 2R2.07 KENT SEGMENT - RETAINING WALL DETAILS 156 -172 3S1.01 - 3S1.17 AUBURN SEGMENT - STATION PLANS 258 - 286 1 S1.01 - 1 S1.29 RENTON SEGMENT - STATION PLANS 430 2S1.00 KENT SEGMENT - STATION GENERAL NOTES AND LEGEND 173 3S3.01 AUBURN SEGMENT - TYPICAL STATION LAYOUTS 287 1S3.01 RENTON SEGMENT - TYPICAL STATION LAYOUTS 431 - 465 2S1.01 - 2S1.34 KENT SEGMENT - STATION PLANS 174 3S4.01 AUBURN SEGMENT - TYPICAL STATION ELEVATIONS 288 1 S4.01 RENTON SEGMENT - TYPICAL STATION ELEVATIONS 466 2S3.01 KENT SEGMENT - TYPICAL STATION LAYOUTS 175 3S5.01 AUBURN SEGMENT - TYPICAL STATION SECTIONS 289 1 S5.01 RENTON SEGMENT - TYPICAL STATION SECTIONS 467 2S4.01 KENT SEGMENT - TYPICAL STATION ELEVATIONS 176 -177 3S6.01 - 3S6.02 AUBURN SEGMENT - TYPICAL STATION DETAILS 290 - 291 1 S6.01 - 1 S6.02 RENTON SEGMENT - TYPICAL STATION DETAILS 468 2S5.01 KENT SEGMENT - TYPICAL STATION SECTIONS 178 3E1.00 AUBURN SEGMENT - ELECTRICAL SITE GENERAL NOTES AND LEGEND 292 1 E1.00 RENTON SEGMENT - ELECTRICAL SITE GENERAL NOTES AND LEGEND 469 - 470 2S6.01 - 2S6.02 KENT SEGMENT - TYPICAL STATION DETAILS 179 -196 3E1.01 - 3E1.12 AUBURN SEGMENT - ELECTRICAL SITE PLANS 293 - 307 1 E1.01 - 1 E1.12 RENTON SEGMENT - ELECTRICAL SITE PLANS 471 2E1.00 KENT SEGMENT - ELECTRICAL SITE GENERAL NOTES AND LEGEND 197 - 207 3E2.01 - 3E2.11 AUBURN SEGMENT - ELECTRICAL DETAILS 308 - 318 1 E2.01 -1 E2.11 RENTON SEGMENT - ELECTRICAL DETAILS 472 - 512 2E1.01 - 2E1.33 KENT SEGMENT - ELECTRICAL SITE PLANS 208 311.00 AUBURN SEGMENT - INTERCONNECT GENERAL NOTES AND LEGEND 319 111.00 RENTON SEGMENT - INTERCONNECT GENERAL NOTES AND LEGEND 513 - 523 2E2.01 - 2E2.11 KENT SEGMENT - ELECTRICAL DETAILS 209 - 211 311.04 - 311.13B AUBURN SEGMENT - INTERCONNECT PLANS 320 - 332 111.01 - 111.16 RENTON SEGMENT - INTERCONNECT PLANS 524 211.00 KENT SEGMENT - INTERCONNECT GENERAL NOTES AND LEGEND 212 - 215 312.01 - 312.04 AUBURN SEGMENT - FIBER SCHEMATIC AND DETAILS 333 - 345 112.01 - 112.13 RENTON SEGMENT - FIBER OPTIC SCHEMATICS, SPLICE DIAGRAMS, AND DETAILS 525 - 569 211.01 - 211.37 KENT SEGMENT - INTERCONNECT PLANS 216 3L1.N1 AUBURN SEGMENT - LIGHTING GENERAL NOTES AND LEGEND 346 1 L1.N1 RENTON SEGMENT - LIGHTING GENERAL NOTES, CONSTRUCTION NOTES, AND LEGEND 570 - 590 212.01 - 212.19 KENT SEGMENT - INTERCONNECT DETAILS 217 - 227 3L1.01 - 3L1.11 AUBURN SEGMENT - LIGHTING PLANS 347 - 365 1 L1.01 - 1 L1.17 RENTON SEGMENT - LIGHTING PLANS 591 2L1.N1 KENT SEGMENT - LIGHTING GENERAL NOTES, CONSTRUCTION NOTES AND LEGEND 228 - 231 3L2.01 - 3L2.04 AUBURN SEGMENT - LIGHTING WIRING SCHEMATIC & POLE SCHEDULE 366 - 375 1 L2.01 - 1 L2.10 RENTON SEGMENT - LIGHTING WIRING SCHEMATICS, SCHEDULES, AND DETAILS 592 - 618 2L1.01 - 2L1.29 KENT SEGMENT - LIGHTING PLANS 232 3TS1.00 AUBURN SEGMENT - SIGNAL GENERAL NOTES AND LEGEND 376 1TS1.00 RENTON SEGMENT - SIGNAL GENERAL NOTES AND LEGEND 619 - 631 2L2.01 - 2L2.13 KENT SEGMENT - LIGHTING SCHEDULE & DETAILS 233 - 250 3TS1.01A - 3TS1.06A AUBURN SEGMENT - SIGNAL SHEETS 377 - 410 1TS1.01A - 1TS1.10A RENTON SEGMENT - SIGNAL SHEETS 634 2TS1.00 KENT SEGMENT - SIGNAL GENERAL NOTES AND LEGEND 251 3TS2.01 AUBURN SEGMENT - SIGNAL DETAILS 411 1C8.00 RENTON SEGMENT - SIGNING & STRIPING GENERAL NOTES AND LEGEND 635 - 696 2TS1.01A - 2TS1.16B KENT SEGMENT - SIGNAL SHEETS 252 3C8.00 AUBURN SEGMENT - SIGNING & STRIPING GENERAL NOTES AND LEGEND 412 - 447 1 C8.01A - 1 C8.17 RENTON SEGMENT - SIGNING & STRIPING PLANS 697 2TS2.01 KENT SEGMENT - SIGNAL DETAILS 253 - 271 3C8.01 - 3C8.12 AUBURN SEGMENT - SIGNING & STRIPING PLANS 448 1 CD.01 RENTON SEGMENT - STRIPING DETAILS 698 2C8.00 KENT SEGMENT - SIGNING & STRIPING GENERAL NOTES AND LEGEND 272 3CD.01 AUBURN SEGMENT - STRIPING DETAILS 449 - 451 1SS.01 - 1SS.03 RENTON SEGMENT - SIGN SCHEDULES 699 - 735 2C8.01 - 2C8.29 KENT SEGMENT - SIGNING & STRIPING PLANS 273 3SS.01 AUBURN SEGMENT - SIGN SCHEDULE 452 1 U1.00 RENTON SEGMENT - LANDSCAPE SCHEDULES, GENERAL NOTES AND LEGEND 736 - 738 2SS.01 - 2SS.03 KENT SEGMENT - SIGN SCHEDULE 274 3U1.00 AUBURN SEGMENT - LANDSCAPE SCHEDULE, NOTES AND LEGEND 453 - 469 1 U1.01 - 1 U1.17 RENTON SEGMENT - LANDSCAPE PLANS 740 2U1.00 KENT SEGMENT - LANDSCAPE SCHEDULE & GENERAL NOTES AND LEGEND 275 - 286 3U1.01 - 3U1.11 AUBURN SEGMENT - LANDSCAPE PLANS 470 - 471 1 U2.01 -1 U2.02 RENTON SEGMENT - LANDSCAPE DETAILS 741 - 773 2U1.01 - 2U1.29 KENT SEGMENT - LANDSCAPE PLANS 287 - 288 3U2.01 - 3U2.02 AUBURN SEGMENT - LANDSCAPE DETAILS 472 - 473 1 U3.01 - 1 U3.02 RENTON SEGMENT - LANDSCAPE ENLARGEMENT PLANS 774 - 775 21.12.01 - 2U2.02 KENT SEGMENT - LANDSCAPE DETAILS AD -READY SUBMITTAL No. I REVISION BY I APP'D I DATE ON (425) 453-5000 1100 112TH AVE NE, SUITE 500 cob BELLEVUE, WA 98004 DESIGNED: 1 APPROVED: A. VILLAR DRAWN: C. WILCOX King County CHECKED: PROJECT NO: A. STOTT METRO l CHECKED: CONTRACT NO: K. CHANG YUEN DEVELOPMENT ENGINEERING AWArl` �' Michael Sippo 09/11/2024 T-4214041 IS-421-4-0-41 W-42140-41 FR--421404 METRO TRANSIT CAPITAL DIVISION DATE: RAPIDRIDE I LINE JUNE2024 RENTON, KENT & AUBURN INDEX DRAWING NO: 1G0.03 SHEET NO: OF 4 473 r N 1 O 0 W H qq Irm 11 1 ti N 1 ce H N 1 ti N 1 L N 11 1 To qq 1 O H z O z W JI a z X z 0 z w Of I 4 X 3 Z O H z w ry r 0 X 3 Z O z w ry 0 X 3 O a �I O X o O C7 O x O cu > O U)l 6o� 00 J ~ p- W W 0 U � c >MX M o � O O66 (V O 04 C) �I NW MO N0 Q' O� m CD if m 6 0 3 0 Y U) ��w w Q CD 00-X� V SHEET KEY - RENTON (SITE PREPARATION, PAVING, SIGNING/STRIPING, DRAINAGE, UTILITY, TESC, & LANDSCAPING) NOT TO SCALE DEVELOPMENT ENGINEERING Ar'A �' Michael Sippo 09/11 /2024 IL FT_- 4 2 14 0- 5 FS--42140-51 W-42140 R-421405 DESIGNED: APPROVED: METRO TRANSIT CAPITAL DIVISION DATE: AD -READY SUBMITTAL ' JUNE 2024 (425) 453-5000 �� wns,��A. � DRAWNLAR G. 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PARCEL ADDRESS OWNERSHIP FEE PERMANENT COMPENSABLE MUTUAL BENEFIT TOTAL REMAINDER (SF) NO. OWNER TOTAL (SF) (SF) EASEMENT (SF) TEMPORARY TEMPORARY TEMPORARY CONSTRUCTION CONSTRUCTION CONSTRUCTION EASEMENT (SF) EASEMENT (SF) EASEMENT (SF) 18 SOYAM 1 C1.22 1923059070 710 S GRADY WAY 41,000 3,658 0 3,915 0 3,915 37,342 INVESTMENTS LLC NOTF.';- 1. FOR PARCEL NUMBER Q7) 192305-9096 SEE SHEET 1C1.21. 2. FOR PARCEL NUMBER SEE SHEET 1C1.23. 20 192305-9023 AD -READY SUBMITTAL No. I REVISION BY I APP'D I DATE so '425) 453-5000 1100 112TH AVE NE, SUITE 500 ,j�acobsBELLEVUIE, WA 98004 DESIGNED: I APPROVED: A. VILLAR G. FRANCO DRAWN: C. WILCOX � I King County CHECKED: PROJECT NO: G.STEPHAN E00566E18 METRO CHECKED: CONTRACT NO: K. CHANG YUEN CXXXXXXXX 0 0 d- N I W Z J _ U Q 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 1 C1.0A AND 1 C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. 0' 20' 40' DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 SCALE: 1" = 20' R-421432 METRO TRANSIT CAPITAL DIVISION DATE: RAPIDRIDE I LINE JUNE2024 RENTON SEGMENT DRAWING NO: ROW, SURVEY CONTROL & ALIGNMENT PLAN 1 C1.22 GRA 19+00 TO GRA 24+00 SHEET NO: OF 32 473 0 N O O O N N Q J N O 0 W z 0 z w O X z 0 z w 0 7p 0 3 0 X 0 z w w J X 0 co m N N z J X co N � U N CD rr,I w O 0 ca 0 J m o U cy Y U XO 3: U a CO J M oa mco� 0p U LO Co w N w U66 I O C�) aa) C)CD N 0 0 c d oL = O 16 0 0 X . � w v> LU LL w Q U a X U w Cn n ■ md MATCH LINE — SEE SHEET 1 C 1.23A z o 213) L/) Q o o r LO z c� 0')w N = o Q00 Q U R= I GRA 26+01.46, 53.20' LT GRA 25+98.42, 48.99' LT GRA 26+01.45, 40.67' LT 0 0 A + co N ii GRA 25+98.42, 40.64' LT L=272.57' A=05° 05' 18 R=3820.0( GRA 25+69.26, 6 GRA 25+27.43= TAL-B PCC 10+00.00 N: 175536.668 10 00 E: 1300246.306 GRA 26+06.89, 54.49' RT GRA 26+06.94, 59.49' RT .� R=12' TALBOT RD S 11+00 + (TAL-B-LINE) S32055'57"E 230.53' TAL-B 11 +70.88, 50.00' RT o t TAL-B 11 +36.35, 63.53' RT 0 + TAL-B 11 +27.38, 66.90' RT GRA 24+77.53, 77.94' LT N TAL-B 11 +21.26, 73.43' RT GRA 24+70.41, 77.83' LT Q w —� GRA 24+43.58, 81.84' LT �Q J v % (D �• o I U) ' GRA 24+55.15, 57.00 LT b GRA 24+33.33, 70.91' LT / • GRA 24+23.16, 57.00' LT R=38.25 GRA 24+23.27, 53.91' LT •\ 14' 40' 50' J o � GRA 24+05.70, 58.91' LT Q o z w Q o > MATCH LINE GRA 24+00. — SEE SHEET 1 C1.22 z � co � Q o 0 co C22A 172305-9183 HOME DEPOT USA INC S GRADY WAY F TAL-B 11 / TAL-B 11 +31.27, 71.02' RT R=86. 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OWNER TOTAL (SF) (SF) EASEMENT (SF) TEMPORARY TEMPORARY TEMPORARY CONSTRUCTION CONSTRUCTION CONSTRUCTION EASEMENT (SF) EASEMENT (SF) EASEMENT (SF) 20 N E PTU N E I I I TT 1C1.23 1923059023 707 S GRADY WAY 3251750 6, 092 0 9, 765 0 9, 765 3191658 LLC 22A HOME DEPOT USA 1 C1.23 1723059183 S GRADY WAY 62,035 0 0 1,648 0 1,648 62,035 INC 22B HOME DEPOT USA 1 C1.23 2023059007 901 S 7TH ST 508,445 0 0 17261 0 17261 508,445 INC 61 CAR WASH 1 C1.23 9154600005 800 S GRADY WAY 55,920 275 0 395 0 395 55,645 ENTERPRISES INC AI/1Trn_ 1. FOR PARCEL NUMBER 18 192305-9070 SEE SHEET 1C1.22. AD -READY SUBMITTAL No. I REVISION BY I APP'D I DATE so (425) 453-5000 1100 112TH AVE NE, SUITE 500 AacobsBELLEVUE, WA 98004 DESIGNED: A. VILLAR DRAWN: C. WILCOX CHECKED: G.STEPHAN CHECKED: K. CHANG YUEN APPROVED: G. FRANCO PROJECT NO: E00566E18 CONTRACT NO: CXXXXXXXX King County METRO ROW AND ALIGNMENT GENERAL NOTES 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. 0' 20' 40' DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 SCALE: 1" = 20' R-421433 METRO TRANSIT CAPITAL DIVISION DATE: RAPIDRIDE I LINE JUNE2024 RENTON SEGMENT DRAWING NO: ROW, SURVEY CONTROL & ALIGNMENT PLAN 1 C1.23 GRA 24+00 TO TAL-B 14+00 SHEET N0 OF 33 473 Q M N U O a M J O N U rn M M O co 0 LO co M ti C) 0 U X O M O O 4J 0 �I U X O U J_ U a m E m M M O V N O N ti O C 0 LL.I O J a a U Y J U Cf.) 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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. TREE PROTECTION DETAIL A SCALE: NTS 1 C4.00A 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. TREE INVENTORY TABLE - CITY OF RENTON TREE TREE SINGLE -STEM RENTON PROTECTION TAG SPECIES COMMON EQUIVALENT SIGNIFICANCE DETERMINATION TREE PROTECTION NOTES ASSETID ZONE RADIUS ID DBH (INCHES) (FEET) 5R - WEEPING HIGAN CHERRY 5.4 7 NON -SIGNIFICANT RETAIN FENCING, SIGNAGE FENCING, SIGNAGE, MULCHING, ALTERNATIVE 6R - AUSTRIAN PINE 22.0 28 SIGNIFICANT RETAIN EXCAVATION, IRRIGATION, ARBORIST FENCING, SIGNAGE, MULCHING, ALTERNATIVE 7R - AUSTRIAN PINE 17.4 22 SIGNIFICANT RETAIN EXCAVATION, IRRIGATION, ARBORIST FENCING, SIGNAGE, MULCHING, ALTERNATIVE 8R - AUSTRIAN PINE 12.3 15 SIGNIFICANT RETAIN EXCAVATION, IRRIGATION, ARBORIST FENCING, SIGNAGE, MULCHING, ALTERNATIVE 9R - AUSTRIAN PINE 16.8 21 NON -SIGNIFICANT RETAIN 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 FENCING, SIGNAGE, MULCHING, ALTERNATIVE 14R - AUSTRIAN PINE 16.7 21 SIGNIFICANT RETAIN EXCAVATION, IRRIGATION, ARBORIST FENCING, SIGNAGE, MULCHING, ALTERNATIVE 17R - HAWTHORNE SP. 5.8 11 NON -SIGNIFICANT RETAIN EXCAVATION, IRRIGATION, ARBORIST 22R THE-37070 BLACK CHERRY 7.0 26 SIGNIFICANT - RETAIN WSDOT CAT 2 FENCING, SIGNAGE 23R - WILD CHERRY 17.5 40 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, IRRIGATION 24R THE-37178 BIG LEAF MAPLE 19.8 29 SIGNIFICANT RETAIN FENCING, SIGNAGE, MULCHING, IRRIGATION 25R - SPRUCE SP. 12.0 0 NON -SIGNIFICANT RETAIN NONE FENCING, SIGNAGE, MULCHING, ALTERNATIVE 26R - RAYWOOD ASH 10.0 16 SIGNIFICANT RETAIN EXCAVATION, IRRIGATION, ARBORIST AD -READY SUBMITTAL No. I REVISION BY I APP'D I DATE so (425) 453-5000 1100 112TH AVE NE, SUITE 500 cobBELLEVUE, WA 98004 TREE INVENTORY TABLE - CITY OF RENTON TREE TREE SINGLE -STEM RENTON PROTECTION TAG SPECIES COMMON EQUIVALENT SIGNIFICANCE DETERMINATION ASSETID ZONE RADIUS ID DBH (INCHES) (FEET) 27R - RAYWOOD ASH 11.4 15 SIGNIFICANT RETAIN 28R - COLORADO SPRUCE 15.8 20 SIGNIFICANT RETAIN 29R - BOXELDER 16.6 35 SIGNIFICANT RETAIN 30R - OREGON ASH 23.3 29 SIGNIFICANT RETAIN 31R - EUROPEAN BIRCH 10.5 13 NON -SIGNIFICANT REMOVE 32R - DOUGLAS-FIR 12.0 15 SIGNIFICANT RETAIN JAPANESE FLOWERING 43R - 7.7 12 SIGNIFICANT RETAIN CHERRY 44R - COMMON PEAR 7.7 10 SIGNIFICANT RETAIN 45R - COMMON PEAR 7.0 9 SIGNIFICANT RETAIN 46R - PURPLE LEAF PLUM 19.0 24 SIGNIFICANT RETAIN 121 R - COMMON PEAR 5.0 6 NON -SIGNIFICANT RETAIN 122R - JAPANESE FLOWERING CHERRY 14.0 18 SIGNIFICANT RETAIN 127 THE-16674 INCENSE CEDAR 5.3 7 NON -SIGNIFICANT RETAIN 128 THE-16675 INCENSE CEDAR 5.4 7 NON -SIGNIFICANT RETAIN 129 THE-16676 AMERICAN BASSWOOD 4.7 7 NON -SIGNIFICANT RETAIN 130R - WESTERN RED CEDAR 6.7 8 SIGNIFICANT RETAIN 131 R - WESTERN RED CEDAR 5.0 6 NON -SIGNIFICANT RETAIN 132R - RED MAPLE 5.6 8 NON -SIGNIFICANT RETAIN 133R - RED MAPLE 5.8 9 NON -SIGNIFICANT RETAIN 134R - WESTERN RED CEDAR 5.7 7 NON -SIGNIFICANT RETAIN 135R - WESTERN RED CEDAR 5.8 7 NON -SIGNIFICANT RETAIN 136R - WESTERN RED CEDAR 4.0 5 NON -SIGNIFICANT RETAIN 137R - RED MAPLE 7.0 10 SIGNIFICANT RETAIN 138R - RED MAPLE 5.5 9 NON -SIGNIFICANT RETAIN 139R - RED MAPLE 7.9 13 SIGNIFICANT RETAIN 140 THE-16673 AMERICAN BASSWOOD 3.5 6 NON -SIGNIFICANT RETAIN 141 THE-16672 SCOTS PINE 3.0 4 NON -SIGNIFICANT RETAIN 142 THE-16671 SCOTS PINE 3.0 4 NON -SIGNIFICANT RETAIN 148 - HINOKI CYPRESS 3.0 4 NON -SIGNIFICANT RETAIN 149R - HAWTHORNE SP. 6.0 8 SIGNIFICANT RETAIN 150R - HAWTHORNE SP. 6.0 8 SIGNIFICANT RETAIN 2039 - AUSTRIAN PINE 6.7 8 SIGNIFICANT RETAIN 2040 - AUSTRIAN PINE 8.7 11 SIGNIFICANT RETAIN 2041 - HINOKI CYPRESS 4.5 6 NON -SIGNIFICANT RETAIN 2042 - HINOKI CYPRESS 4.5 6 NON -SIGNIFICANT RETAIN 2043 - MUGO PINE 6.8 11 SIGNIFICANT REMOVE 2044 - RED MAPLE 6.1 8 SIGNIFICANT RETAIN 2045 THE-24239 MOUNTAIN HEMLOCK 5.1 6 NON -SIGNIFICANT REMOVE 2046 THE-06066 LITTLE -LEAF LINDEN 14.6 18 SIGNIFICANT REMOVE 2047 THE-06067 LITTLE -LEAF LINDEN 11.1 14 SIGNIFICANT REMOVE 2048 THE-01313 LITTLE -LEAF LINDEN 10.9 14 SIGNIFICANT REMOVE DESIGNED: • C. FLOREANI c DRAWN: ' Z z C. FLOREANI CHECKED: h� ram` J T. GOEPPINGER CHECKED: 6/11 /24 K. CHANG YUEN APPROVED: G. FRANCO PROJECT NO: E00566E18 CONTRACT NO: CxxxxxxXx LIM King County METRO TREE PROTECTION NOTES FENCING, SIGNAGE FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION, ARBORIST FENCING, SIGNAGE, MULCHING, PRUNING, ALTERNATIVE EXCAVATION, IRRIGATION FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION FENCING, SIGNAGE FENCING, SIGNAGE, MULCHING, PRUNING, ALTERNATIVE EXCAVATION, IRRIGATION, ARBORIST FENCING, SIGNAGE, MULCHING, ALTERNATIVE ap EXCAVATION, IRRIGATION N FENCING, SIGNAGE, MULCHING, ALTERNATIVE r EXCAVATION, IRRIGATION O FENCING, SIGNAGE, MULCHING, ALTERNATIVE O r EXCAVATION, IRRIGATION N NONE V NONE FENCING, SIGNAGE, MULCHING, IRRIGATION FENCING, SIGNAGE FENCING, SIGNAGE N FENCING, SIGNAGE, MULCHING, ALTERNATIVE r EXCAVATION, IRRIGATION, ARBORIST p0 FENCING, SIGNAGE p FENCING, SIGNAGE, MULCHING, ALTERNATIVE 9 r EXCAVATION, IRRIGATION, ARBORIST N FENCING, SIGNAGE, MULCHING, ALTERNATIVE a EXCAVATION, IRRIGATION, ARBORIST FENCING, SIGNAGE FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION, ARBORIST O FENCING, SIGNAGE N FENCING, SIGNAGE, MULCHING, ALTERNATIVE O EXCAVATION, IRRIGATION, ARBORIST O 0 FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION, ARBORIST N N FENCING, SIGNAGE, MULCHING, ALTERNATIVE a EXCAVATION, IRRIGATION, ARBORIST FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION FENCING, SIGNAGE FENCING, SIGNAGE NONE FENCING, SIGNAGE FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION FENCING, SIGNAGE, MULCHING, IRRIGATION FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION FENCING, SIGNAGE FENCING, SIGNAGE, MULCHING FENCING, SIGNAGE, MULCHING, IRRIGATION DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-421481 METRO TRANSIT CAPITAL DIVISION DATE: RAPIDRIDE I LINE JUNE2024 RENTON SEGMENT DRAWING NO: TREE INVENTORY 1 C4.OA & TREE PROTECTION DETAILS SHEET NO: OF 81 473 m 0 v U 0 0 cc J Q O U 00 Cl) O co 0 LO co M ti C) 0 U X a) M O O a) Y 0 �I U X O o U o J (V U Lu a 0 m n- m Lo 0 o � ao 73 o U M Y 0 V N O N c 0 LL.I O J a 0 Z W (D LU J X 66 LL W Of X U) W C� Q U O v U 0 0 cc J Q O U 00 Cl) O co 0 LO co M ti C) O U X a) M O O a) Y 0 �I U X O o U No J (V U Lu a 0 m n- m 0 N � W 73 O U M Y 0 V N O N c 0 LL.I O J a 0 Z W (D LU J X 66 LL W Of X U) W C� Q z O z w ry z z Q U z x z O z w ry a z O F- z w ry 3 O X z O F- z w ry z O F- U LU H O w w ry FT x O CV N 0 z w CD w J x z O z w Of a' w w x 0 m N N z J Q M 114 O O O N V O U N Of I w O 0 a [if ca O J m U o Y U C) U a 00 J M oa mCO� L0C� U � Lo H w UI O C�) aa, x O N O a a o O 0 0 0 x w &5 CO LL 0-0 w Q C)a X q N SITE PREPARATION GENERAL NOTES 1. UNLESS OTHER WISE NOTED, ALL DIMENSIONS ARE MEAUSRED IN FEET. O 2. REMOVE SIDEWALK AND CURB TO THE NEAREST JOINT. W 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. 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. 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 EPDXY. 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 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. 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, 7. DO NOT DISTURB SURVEY MONUMENTS AND MARKERS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM THE CITY HAVING JURISDICTION AND FROM THE PROJECT REPRESENTATIVE. SITE PREP LEGEND 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, REMOVE ASPHALT PAVEMENT RIGHT-OF-WAY (EXISTING) PROVIDE APPROPRIATE ACCESS DETOURS, WITH THE CORRESPONDING SIGNAGE AND AT LOCATIONS APPROVED BY THE PROJECT REPRESENTATIVE. REMOVE CEMENT CONCRETE PAVEMENT RIGHT-OF-WAY (PROPOSED) 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 L/ / REMOVE CEMENT CONCRETE SIDEWALK TEMPORARY CONSTRUCTION EASEMENT REPRESENTATIVE. MATERIALS SHALL BE STORED AS NECESSARY TO PROTECT THE PUBLIC. +,+-+++�++++ +++++++++++++++ CLEARING AND GRUBBING X REMOVE TREE 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. PLANE BITUMINOUS PAVEMENT, 2 INCHES MIN (TYP) TREE PROTECTION ZONE (TPZ) 12. UNLESS INDICATED OTHERWISE IN THE CONDITIONS OF THE CORRESPONDING PERMITS, COMPLETE CONCRETE AND OTHER SURFACING OR RESURFACING WORK UNDER THE FOLLOWING SCHEDULE: - - SAWCUT, FULL DEPTH 0 TREE PROTECTION FENCE A. IN PRINCIPAL ARTERIALS AND MAJOR COLLECTOR STREETS: WITHIN 3 CALENDAR DAYS. B. IN OTHER STREETS: WITHIN 7 CALENDAR DAYS. • // • // • // • // •• REMOVAL ITEM o00o TREE TAG IDENTIFICATION NUMBER (SEE TREE INVENTORY TABLES) FDEVELOPIMENT ENGINEERING �� Sippo 09/11 /2024 ''�+ R-421484 DESIGNED: APPROVED: METRO TRANSIT CAPITAL DIVISION DATE: AD -READY SUBMITTAL ' JUNE 2024 H.S. A. VILLAR G. FRANCO (400 1 53-5000 NE, SUITE 500 4•� �� DRAWN: RAP I D RI D E I LINE 2TH AVE ,oacobsBELLEVUE, WA 98004 A®� C. WILCOX King County CHECKED: PROJECT NO: LQ R E N TO N SEGMENT DRAWING NO: 834 ®��p��$�� J.LIM E00566E18 METRO SITE PREPARATION 1 C4.00 `�L 6/12/24 CHECKED: CONTRACT NO: SHEET N0: OF Ts No. REVISION BY APP�D DATE GENERAL NOTES AND LEGEND K. CHANG YUEN CXXXXXXXX 84 473 O to N O O O 9 N N a J SITE PREP GENERAL NOTES N 1 O 1 0 W H z O z w ry z z Q U z X 3 z O z w ry a Z O F- z w ry 3' O X z O F- z w ry I z O F- U LU H O ry uw LU r' H X O CV N 0 z w CD J X 3 Z O z w ry a w n, w X 0 m CV N O O Z C7 J Q 94 O � U o Y U XO 3 U 00 J o U � T m U� M CO U L H LU�O°w W 04 o N 3 o goo =o Y F7 0 0 X 31 U) w w Q c� U d X 0 _ 0 z D - OHP — OHP LAK 17+89 54, 33.92' RT LAK 17+93.06, 35.82' RT 0 _J, 0 o � _ 0 � � z FLAK 17+01.23, 1.21' LT 0 % GRA 10+37.38, 29.66' RT O S�5 I 80 I 15e 8 9 7 5A 0 i o LAK 16+74.12, 1.82' LT /LAK 16+76.05, 19.29' LT > /i n.I c . Ir_ r_r_ 1n 7CI . T .n -n -n •n_fl__H -11.11_ f •ff-qi -n P LANE LINE I—PY A A 1% . �A n/l A A rl+1 PYT • �� `H - H - H • // - H • H H - // • H `H `H H • If'H•f -11 • H -H -H - . H - H ._if H • if 'H - H • H • IF-H `4f- 11 • �f �� `l1 'tl 11 -„ - ,l - if „ , GRA 13+68.85, 41.57' RT T T 010" 1 n P T�: -------- N O 4 U W W U) W W V / I O O Lv Z J 1. SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. SITE PREP NOTES 0 PRESERVE AND PROTECT FEATURE AS NOTED 0 REMOVE FEATURE AS NOTED OPRESERVE AND PROTECT EXISTING TREE 0 REMOVAL OF FEATURE BY OTHERS (METRO) 05 REMOVE OR RELOCATE FEATURE BY OTHERS 06 RELOCATE FEATURES BY OTHERS (METRO) ORELOCATE FEATURES BY CONTRACTOR u 20' 40' LELOPMENT ENGINEERING " = hael Sippo 09/11/2024 SCALE: 120' R-421485 DESIGNED: APPROVED: METRO TRANSIT CAPITAL DIVISION DATE: AD -READY SUBMITTAL ' JUNE 2024 �R.''• A. VILLAR G. FRANCO (400 112TH5000 NE, SUITE 500 Qi srr DRAWN: RAP I D RI D E I LINE AVE .OacobsBELLEVUE, WA 98004 A®� C. WILCOX King County CHECKED: PROJECT N0: LQR E N TO N SEGMENT DRAWING N0: 54834 ®��RBGps��J.LIM E00566E18 METRO SITE PREPARATION PLAN 1 C4.01 `��'�� 6/12/24 CHECKED: CONTRACT N0: SHEET N0: OF r I No. REVISION BY APP'D DATE GRA 10+00 TO GRA 14+00 K. CHANG YUEN CXXXXXXXX 85 473 N M O O O 1 N 19 a O N O O O 1 N N Q J z O z w ry z z Q U Z X 3 Z O z w ry a Z O F- z w ry 3I O ry X Z O z w ry I z O F— U LU H O ry uw w ry F- X O ry Cl? m N N O) 0 z LU CD W J X 3 Z O z w ry a w n, uw X 3 c 0 c a> ry 00 Cl? m N N Z U_ J Q P-4 U o Y U p � U a 00 J M Oo m CO c ti U � H O ai W LU L) N = aa, x O N O O C a O O C d O Ne 0 0 X 2� W CO �I LU LL C� 0-0 W Q U a X 2i m 0 V U 0 O > co J O) 0 v U 00 _M O 0 O 0 6 LO M ti LO 0 U I X N Cl) O O C N i O �I U X O U J_ U m E co CV 4 (V O (\1 ti O C 0 W H H O J a CD z O z w I z z a U z U.)X 3 Z O H z w ry }I 0 ry X O LL- J W U Q d X Z O H z w �I O X Z O z LU Z O H U LU O ry uw w ry X 3 O ry m (V (V 0 Z W U W J X of 3 Z O H z w ry 0- LU ry uw X 0 c a) UI m (n m N N O Z U' J Q X 0 N O N ry I W 0 Of O m 0 H 75 U Y is N O cn U H u.l u.l 2 X O 0- 0 H X (n LL W Of X U) W C7 Q z O z w ry z z Q U Z X 3 Z O z w ry a Z O F- z w ry 3I O ry X Z O z w ry I z O F— U LU H O ry uw w ry F- X O ry Cl? m N N O) 0 z LU CD W J X 3 Z O z w ry a w n, uw X 3 c 0 c a> ry 00 Cl? m N N Z U_ J Q P-4 U o Y U p � U a 00 J M Oo m CO M C U � o F-- 0 0 W W UI C�) aa, x O N ?� O O C a O O C d O Ne 0 0 X 2� W CO �I LU LL C� 0-0 W Q U a X 2i SITE PREP GENERAL NOTES N O 0 W H z O z w ry z z Q U z X 3 z O z w ry a z O F- z w ry 3: O X z O F- z w Ir z O F- U LU H O ry uw w Of FT X O CV N 0 z w CD w J X 3 Z O z w Of I n, w X 3 0 Ir m m N N z U_ J Q 114 N O O ("I V O U N pI W O 0 a ry ca O J m U o Y U C) U a 00 J M N a C',p U L0 N W o O W U - C9 a4x C) N CD a o O c d O _�� w v> LU LL 0-0 w Q C) a_ X n— o U LLJ W V / W W (n Q ry CDV Li Z J GRA 15+15.16, 83.77' LT PT GRA 14+99.13, 84.09' LT n PT ^ A , nr ')n -7-7 nr" 1 T i i G RA 14+69.15, 57.00' LT PC rDA 1AiIG 70 F7 !1(1' I T C;RA 1A+Rl 19 RA 97' RT ri CURB & GUTTER .- PY A A A . !1 � r r � r% fl It l PY T C;RA 1.r,+nn Fq qQ 4q' RT AD -READY SUBMITTAL No. I REVISION BY I APP'D I DATE CURB & GUTTER f" MA 4r-i013 413 CG 7nI MT GRA 15+70.29. 65.53' RT GRA 15+51.68, 89.83' RT so (425) 453-5000 1100 112TH AVE NE, SUITE 500 ,j�acobsBELLEVUIE, WA 98004 G (_DA 1 QiQ') FQ R7 F(1' 1 T DESIGNED: I APPROVED: A. VILLAR G. FRANCO DRAWN: C. WILCOX � I King County CHECKED: PROJECT NO: J.LIM E00566E18 METRO CHECKED: CONTRACT NO: K. CHANG YUEN CXXXXXXXX I 1. SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. SITE PREP NOTES 0 PRESERVE AND PROTECT FEATURE AS NOTED 0 REMOVE FEATURE AS NOTED OPRESERVE AND PROTECT EXISTING TREE 0 REMOVAL OF FEATURE BY OTHERS (METRO) 05 REMOVE OR RELOCATE FEATURE BY OTHERS 06 RELOCATE FEATURES BY OTHERS (METRO) ORELOCATE FEATURES BY CONTRACTOR DEVELOPMENT ENGINEERING Michael Sippo 09/11 /2024 0' 20' 40' SCALE: 1" = 20' R-421489 METRO TRANSIT CAPITAL DIVISION DATE: RAPIDRIDE I LINE JUNE2024 RENTON SEGMENT DRAWING NO: SITE PREPARATION PLAN 1 C4.02 GRA 14+00 TO GRA 19+00 SHEET NO: OF 89 473 O N O O O N N Q J SITE PREP GENERAL NOTES N O 0 W H z O z w ry z z Q U z X z O z w ry 0 X a 0 LL z J w U ry Q d X a Z O F- z w ry 3: O X z O F- z w ry z O F- U LU H O LU w ry FT X O ry CV N 0 z w CD J X z O z w ry w n, w X 3 c 0 c 0 00 m CV N O O Z C7 J Q 94 O � 75 U o Y U XO 3 U M J (L o U � T M ap U w w U M 2 I � � N X o N 3 CD goo c a Y O 3iLU�w w q d X a U W /w V ) O O 0) r Q C� W Z J_ U AD -READY SUBMITTAL No. I REVISION BY I APP'D I DATE so (425) 453-5000 1100 112TH AVE NE, SUITE 500 cobBELLEVUE, WA 98004 G RA 21 +60.06, 60.00' LT G RA 21 +99.25. 57.50' LT DESIGNED: 1 APPROVED: MONITORING WELL G RA 22+81.85. 63.00' LT A. VILLAR G. FRANCO DRAWN: C. WILCOX King County CHECKED: PROJECT NO: J.LIM E00566E18 METRO l CHECKED: CONTRACT NO: icxxxxxxxx K. CHANG YUEN 1. SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. SITE PREP NOTES 0 PRESERVE AND PROTECT FEATURE AS NOTED 0 REMOVE FEATURE AS NOTED OPRESERVE AND PROTECT EXISTING TREE 0 REMOVAL OF FEATURE BY OTHERS (METRO) 05 REMOVE OR RELOCATE FEATURE BY OTHERS 06 RELOCATE FEATURES BY OTHERS (METRO) ORELOCATE FEATURES BY CONTRACTOR O O N Q U W Z J U Q 0' 20' 40' DEVELOPMENT ENGINEERING I Michael Sippo 09/11 /2024 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SITE PREPARATION PLAN G RA 19+00 TO G RA 24+00 SCALE: 1" = 20' R-421490 DATE: JUNE 2024 DRAWING NO: 1 C4.03 SHEET NO: OF 90 473 O to N O O O 9 N N Q J a z 0 F z w r' �I O X z 0 P z w z O U w 0 w w X 0) 0 7 75 U o Y U 00 3 U co J o U � T m UI M Em � o U LO o " w LIJ U M 2 I 0? N X o N 3 0 0 c a Y 0 0 o x . 3i�U_w w a U d X � i TR GRA 26+ 94.30, 17.77 LT GRA 26+84.19, 6.45' LT G RA 26+62 �80, 29.24' LT 2494 `b 3 RAFFIC CURB 2 CD II� 0 LANE LINE 2 Lo I GRA 25+98.42, 40.49' LT 14.0S 9' �a I I L-T GRA 26+95.75, 17.06' RT \ GRA 26+92.08, 5.79' RT 17.5' N=175704.031 0 a w m TALBOT RD S M N=175629.965 W E=1300119.693 z x P P xx xxYx*; xx%xxx%xxx x%xxxxxx = U xxxx xxxxx%x xx x** * xx%% x Q 2495 2071 3 TAL-B 12+43.64, 61.20' LT 2140 3 O� O ? 2137 3 TAL-B 10+97.42, 61.34' LT 2077 2139 Q Q TAL-B 13+87.99, 90.50' LT 3. 5R 2072 2078 2079 �� TAL-B 13+68.54, 73,92 LT ��• 2073 ^�� ,� � • 17.1 2 CURB 2074 2080 TAL-B 13+61.00, 74.47' LT * * y x 2075 2081 cfl ^� <.L 49 2076 2082 °o 91 5460-0010 • �j� I kr\n 0 TAL-B 10+35.23, 76.05' LT. TAL-B 10+56.61, 76.53' LT TAL-B 10+40.23, 66.77' LTC TAL-B 10+70.21, 63.50' LT x ` ` V Y * x ` x * * x x • . x • • . • . • S S CURB & GUTTER 2 x x • xxx xx * xxx* x xx x* % x'W xx xx xx xx x x 'C"xxx xt x %x %% x %%% *x %%%%%% % *% x %% % %x * xxx xx xx%* * xxx % % '*xxx * xx xxxx %yam*x xxx * x%* xxx xx * x x * xx xxx x x xxx * x %% x %%x %%* %%%%% %x % % iz xx H '� �� "^ • * x**`xx xxxx%%%xx*`%x1xxxxx%x% x xxx xxxxxx%%x*%% %x xx*xxx*xx'�% x% x*xx%�x�''xl%x xxx*xxx` xx`%xxxx^x*/x xxx*^„ xx offs -goo 'd• see 1.• � •- :�- � A a eeaaAo�►1�a� -- e r 1III III T\1 -xx TAL-B 13+46.72, 61.25' LT _ x Y �68, x x x % x** x*x x xx %* xxx%xxx %xx%%xxx x x%xxx x x xxxxx%%xx%% x . *x xxx, x x x* *x Y* x xxxx x x x x x'��j� xxx *xxx *xxx *xxxx % x x *xxx *xxxx x x *xxx * x � x x x xxxx *xxxx "xxx xxxx *xxxxx xxxxx x 1 0 x x x x x x x x x x x xxx * x x x x% x 2 LANE MARKING CURB &GUTTER) TALBOT RD S LANE LINE 2 12+00 11+00 2 CROSSWALK & STOP BAR - 1 1 - -. 1 • e s e G LANE LINE S TAL-B 11 +89.79, 49.55' RT G G - 1. P CURB 2 xx xxx x* xxx xxx* rn o 1 1 xxx*x//y��xx xx 4* co O lY vJ11 \ . x � H' H' ' // x` x* x%xx x;xbxx x* x%x*%xxx* xx xx xx ** 'xxx xxx* x%xx xx xx x*� xxxx xxxx'xxxx*�'®xxxx*xxxxx 2083 xxxx%°x xxxxxx x xxxxxx x x GRA24+77.107 77.93' LT xxxx%*xxxx *x"xxxx%*""xxxxxx *x" x / ' x xxxx xxx xxx xx GRA24+44.25, 22.28' LT T xxx"xxx x xxx xxxxx xxx* x xxxxxx x x* x • J x % ,{ yx� x x x x x x x x x x x Y x x x x SIGN 1 xx % x %xxx xl� xxx*%xxx xxxx xxxx xxxxx "xxxxxx x x x < x x x x 4 2085 / % x xx % xY V x 1 � W x*xxxxx* xX xxxxx'" �xJ�xxxxxxx Y x * X k * Y x x x * x % %r0}4• x Y GRA 24+45.55,.a 15.94' RT CURB 1 x x x x x 1 J► x x GRA 24+45.28 4.91' RTC%%xxxxxx 2070 ' x 1 Q � x % ® x x % x % % * * G RA 24+44.83 6.66' LT MONITORING WELL 1 , x xxxxxx"xxx 1 1 1 x' x` xxxx* %xxxx%x' xx` ` %%%*xxxx x xxx * x xx x °'x x x x*x xx 2086 O xx x "'xxxxx 2069 x '� � x x xx xx x x xx*xxxx ' xx y' x \ xlx*xxx xxxx*/fix xx %%xxx x x x x MATCH LINE GRA 24+00 - SEE SHEET 1 C4.03 AD -READY SUBMITTAL No. I REVISION BY I Al I DATE 11-11.1 PAW 11 .. rI CURBS \_ GUTTER (425) 453-5000 1100 112TH AVE I SUITE 500 BELLEVUE, WA 98004 0 / -W P'' ease _;_,�;: ��►n, _;'!�•�l11r �a , . �� O , �%�.'�-��il �� .� � �,�w � 111 low I � iWIN 2095 j2096 3 3 Q 3 TAL-B 12+12.35, 48.10' RT TAL-B 11 +99.79, 49.55' RT TAL-B 12+01.80, 64.38' RT TAL-B 11 +85.80, 64.36' RT O O� o j O O� DESIGNED: A. VILLAR DRAWN: C. WILCOX CHECKED: J. LIM CHECKED: K. CHANG YUEN APPROVED: G.FRANCO PROJECT NO: E00566E18 CONTRACT NO: CXXXXXXXX • � x % x� � x T x iM. *x xx* •- x xxX x * 2462 TAL-B 13+72.76, 68.11' RT TAL-B 13+92.46, 68.05' RT 1-1�1923 5- King County METRO SITE PREP GENERAL NOTES 1. SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. SITE PREP NOTES 0 PRESERVE AND PROTECT FEATURE AS NOTED 20 REMOVE FEATURE AS NOTED PRESERVE AND PROTECT EXISTING TREE O 40 REMOVAL OF FEATURE BY OTHERS (METRO) OREMOVE OR RELOCATE FEATURE BY OTHERS 0RELOCATE FEATURES BY OTHERS (METRO) RELOCATE FEATURES BY CONTRACTOR O 0' 20' 40' DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 � SCALE: 1" = 20' R-421491 METRO TRANSIT CAPITAL DIVISION DATE: RAPIDRIDE I LINE JUNE2024 RENTON SEGMENT DRAWING NO SITE PREPARATION PLAN 1 C4.04 GRA 24+00 TO TAL-B 14+00 SHEET N0 OF 91 473 N O 0 W H 0 X 0 z J w U Q d RM z O z w O X Z O z w z O U LU O ry uw w ry x 3 O (V N 0 z w w J X 3 Z O H z w ry a w ry uw X 0 c a� UI m (n w CV N Z U' J Q _. 11 0 0 v o U NI ry w 0 � 12f (13 O J m 0') 0 U U p � rn U 00 J -Fa M o m M (6 U LoCD Cw CD N U co LU aril 4 X O (V 2� C o O O _E F7 0 0 X . w 66 (n �IF_wC7 w of Q 00-X� a TAL-B 14+03.83. 88.24' LT -a AD -READY SUBMITTAL No. I REVISION BY I APP'D I DATE TAL-B 17+01.59, 98.23' LT TAI -R 1 R+QQ 1 R Q7 I T F' I TAL-B 16+88.90, 56.48' LT PC TAL-B 16+69.71, 56.37' LT TAI _R 1R+RQ R7 Fd Q7' I T TAI _R 1 R+dti 70 Rd tiff' I T ON (425) 453-5000 1100 112TH AVE NE, SUITE 500 ,jacobsBELLEVUE, WA 98004 F-- (0 cc TAL-B 17+17.88. 102.30' LT DESIGNED: 1 APPROVED: A. VILLAR G. FRANCO DRAWN: C. WILCOX CHECKED: PROJECT NO: J.LIM E00566E18 CHECKED: CONTRACT NO: K. CHANG YUEN 1CXXXXXXXX \d do I TAL-B 17+83.31. 55.55' LT HO dI- BUS SHELTER AND AMENITIES 6 --dHO J IU �dHO ------ dH0 dH King County METRO I— W W ,2 V ! W W CIO O L0 00 r— SITE PREP GENERAL NOTES 1. SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. SITE PREP NOTES 0 PRESERVE AND PROTECT FEATURE AS NOTED 20 REMOVE FEATURE AS NOTED 0PRESERVE AND PROTECT EXISTING TREE 40 REMOVAL OF FEATURE BY OTHERS (METRO) O5 REMOVE OR RELOCATE FEATURE BY OTHERS ORELOCATE FEATURES BY OTHERS (METRO) 07 RELOCATE FEATURES BY CONTRACTOR 0' 20' 40' F IL MENT ENGINEERING �'Sippo 09/11 /2024 SCALE: 1" = 20' R-421492 METRO TRANSIT CAPITAL DIVISION DATE: JUNE2024 RAPIDRIDE 1 LINE RENTON SEGMENT DRAWING NO: SITE PREPARATION PLAN 1 C4.05 TAL-B 14+00 TO TAL-B 18+50 SHEET NO: OF 92 473 N M O O O 9 Tm N a O N O O O 9 N N Q N O 0 W H z 0 z w ry I z z Q U Z X z O z w ry r) 0 X z O z w 0- LU w C9 X En O LL z J w U Q d X z O z w ry z O U w O w w FT X Z 0 z w n, 3' O ry _. 0 ry 3' 0 X 0 m N N 0 Z w 0 w J X 3 m a> 0 H U H LU LU _ X 3 7p c 0 c a> ry m o C? v M U N N 7 � 0 07 W J — Z � U O Q X O U co CD oUNI Imo co E of co 0 � N m �204 x � Y N CDN 3 o �00 c a Y O 0 o x . 31 H � LU w q a U d X Ln O U w W V J bi bi (n O LO 00 WE Ld Z J No. AD -READY SUBMITTAL REVISION BY I APP'D I DATE so (425) 453-5000 1100 112TH AVE NE, SUITE 500 cobBELLEVUE, WA 98004 O s b3 0 DESIGNED: 1 APPROVED: A. VILLAR G. FRANCO DRAWN: C. WILCOX King County CHECKED: PROJECT NO: J.LIM E00566E18 METRO l CHECKED: CONTRACT NO: 1CxXxxxxxx K. CHANG YUEN SITE PREP GENERAL NOTES 1. SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. SITE PREP NOTES 0 PRESERVE AND PROTECT FEATURE AS NOTED 0 REMOVE FEATURE AS NOTED 0 PRESERVE AND PROTECT EXISTING TREE 0 REMOVAL OF FEATURE BY OTHERS (METRO) 05 REMOVE OR RELOCATE FEATURE BY OTHERS 06 RELOCATE FEATURES BY OTHERS (METRO) 0 RELOCATE FEATURES BY CONTRACTOR DEVELOPMENT ENGINEERING Michael Sippo 09/11 /2024 0' 20' 40' SCALE: 1" = 20' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SITE PREPARATION PLAN TAL-B 18+50 TO TAL-6 23+50 R-421493 DATE: JUNE 2024 DRAWING NO: 1 C4.06 SHEET NO: OF 93 473 O N O O O N N J N O 0 W H 0) z O z w ry z z Q U Z X z O z w of 0 X z O z w ry w w X O z J w U a a X z O z w z O U LU O ry w w ry X 3 Z O z w ry 3' O ry _. 0) O O Of _. O N N 0 Z w C.D w J X 75 a`> O UI H U H LU LU 2 X 0 c a� UI m o Q? �0') U N N T cy) c J — Z 3 O O Q X U XO 0 J O C'3 CD Cl 0 C) 10 LO Loom D 0 o x v Y CD CD C) N o C o O 0 O 0 X �w w of Q C� CUdX;� .. I SITE PREP GENERAL NOTES 1. SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. SITE PREP NOTES 0 PRESERVE AND PROTECT FEATURE AS NOTED 20 REMOVE FEATURE AS NOTED 0PRESERVE AND PROTECT EXISTING TREE 40 REMOVAL OF FEATURE BY OTHERS (METRO) O5 REMOVE OR RELOCATE FEATURE BY OTHERS 60 RELOCATE FEATURES BY OTHERS (METRO) ORELOCATE FEATURES BY CONTRACTOR 0' 20' 40' DEVELOPMENT ENGINEERING SCALE: 1" - 20' Michael Sippo 09/11 /2024 ' FR--421494-1 DESIGNED: APPROVED: METRO TRANSIT CAPITAL DIVISION DATE: AD -READY SUBMITTAL ' JUNE2024 �. S. A. VILLA R G. FRANCO 1100 112TH5AVE NE, SUITE 500 ��m DRAWN: � RAPIDRIDE 1 LINE JacobsBELLEVUE, WA 98004 A®� C. WILCOX King County CHECKED: PROJECT NO: R E N TO N SEGMENT DRAWING NO: 14834 J.LIM E00566E18 METRO SITE PREPARATION PLAN 1 C4.07 �Sd®Ssm AL 6/12/24 CHECKED: CONTRACT NO: SHEET N0: OF No. REVISION BY APP'D DATE TAL-B 33+00 TO TAL-B 38+00 K.CHANG YUEN CXXXXXXXX 94 473 SITE PREP GENERAL NOTES N O 0 W H z O z w ry z z Q U Z X z O z w ry r) 0 X z O z w w ry w C9 X a� O LL z J w U ry Q d X z O z w ry z O U u1 H O w w FT X _. O a 3 O X 0 N N 0 z w 0 w J X m O U H u1 u1 _ X 7p 09 o C? �M U N N 7 � 0 � W J — Z � U O Q X �0� U 00 J N o0NI Imo �Ei �cqm Coo 04 x � Y N o N 3 o �00 =o Y ��7 0 0 X 3iLU�w w Q c9 U d X dH0 TAL-21 28+34.89, 35.00' RT 1. SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. SITE PREP NOTES 0 PRESERVE AND PROTECT FEATURE AS NOTED 0 REMOVE FEATURE AS NOTED OPRESERVE AND PROTECT EXISTING TREE 0 REMOVAL OF FEATURE BY OTHERS (METRO) 05 REMOVE OR RELOCATE FEATURE BY OTHERS 06 RELOCATE FEATURES BY OTHERS (METRO) ORELOCATE FEATURES BY CONTRACTOR \,:J 'k I HL-Z I Z / t / Z.0ZJ, .50.00 K I E31�3No3 CROSSWALK 2 0 3 TAL-21 25+86.32, 30.00' RT 2 CURB & GUTTER r M= E 2 (FENCE �� -�Q TAL-21 27+77.09, 20.29' RT 20 �NialIne 3 I °°-0Q %1 \ 1 RRFB ��j5 w Q 1 ROCK WALL �5 �„ 0 LA �2 CURB & GUTTER 2 TAL-21 25+70.62, 30.00' RT o a I \ _ TAL-21 25+76.67, 42.32' RT \ \ TAL-21 25+65.90, 43.39' RT I \ TAL-21 25+56.44, 48.04' RT 0Y I 0 wU \ Oj ©Q I C' I 0' 20' 40' DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 SCALE: 1" = 20' R-421495 DESIGNED: APPROVED: METRO TRANSIT CAPITAL DIVISION DATE: AD -READY SUBMITTAL ' JUNE 2024 A. VILLAR G. FRANCO cob1100 112TH5AVE NE, SUITE 500 ��ei � ��s��.�� DRAWN: LQ RAP I D RI D E I LINE BELLEVUE, WA 98004 A®� C. WILCOX King County CHECKED: PROJECT N0: R E N TO N SEGMENT DRAWING N0: pgo J.LIM E00566E18 METRO SITE PREPARATION PLAN 1 C4.08 `��'�� 6/12/24 CHECKED: CONTRACT N0: No. REVISION BY APP�D DATE TAL-21 24+00 TO TAL-21 29+00 SHEETNO: OF K.CHANG YUEN lCxXxxxxxx 1 95 473 z O z W ry I z z Q U Z X z O z W rrl 0 X 3 Z O z W 0- LU ry a uw X O LL z J W U ry Q d X 3 Z O z W ry Z O U LU H O uw W X M a') 3 a O ry a 3I O ry X O ry m N N O1 0 Z W (D W J X 3 m a> O H U H LU LU 2 X 3 7p c 0 c a> ry m > o C? v C7) U N N 7 � 0 07 M J — Z � U 'O J O U XO 06 J O M O o U N I co ry C:) Co 0 � E m LOLO M m O O C) � N H cal O � U aa) Y O CD O C a) O O C d O 0 0 X 2� W CO �I F- LL C� 0-0 W Q U a X 2i z O z w ry I z z Q U Z X z O z w rrl 0 X 3 Z O z w 0- LU ry a LU X O LL z J w U ry Q d X 3 Z O z w ry Z O U LU H O LU w X M a') 3 a O ry a 3I O ry X O ry m N N 0 Z w (D w J X 3 m a> O H U H LU LU 2 X 3 7p c 0 c a> ry m o_ cf) v o� U N N 7 � 0 0 M J — Z � U O X X O U 000 J N o0NI o C=) m 0 cfl E co r N m O N � x � Y 04 o N 3 o o O c � Y � O 31LU w w LL- Q U d X SITE PREP GENERAL NOTES N 1 O 1 0 W H z O z w ry I z z Q U Z X z O z w ry r) 0 X z O z w 0- LU ry a w C9 X En O w z J w U ry Q d X z O z w ry z O U LU O w w FT X z O z w n, 3: O ry _. O ry a 3I O X O m N N 0 z w 0 w J X 3 mu O U H LU LU _ X 3 7p c 0 c a> ry m v M U N N 7 � >O.. W J — Z � U O U XO 0 J O M O o U CN � C o 0 Q0�ry CU LO �m O LO CV M CV H cal o 75 U aa) Y O CD N ?� O a a) o O c d O w v> LU LL 0-0 w Q U a X goo C: �6�6a� p03o TALBOT RD S (TAL-21-LINE) AD -READY SUBMITTAL No. I REVISION BY I APP'D I DATE cn 0 0 U) �n CD TAI -91 88+q8 m B R4' I T TAL-21 88+28.24, 22.04' RT TAL-21 88+23.24, 22.61' RT T01 -91 RR+17 7d 97 F1' PT TAI _01 QQ4-17 ')F An nn, PT CURB & GUTTER �616a0.0�� BUS SHELTER, AMENITIES, AND CURB PAINT RAILING & WALL ON (425) 453-5000 1100 112TH AVE NE, SUITE 500 cobBELLEVUE, WA 98004 \ o \ CURB & GUTTER TAI -91 88+79 98. 37.49' 1 T TAI -71 RA+1 R 1 R RA AA' PT DESIGNED: A. VILLAR DRAWN: C. WILCOX CHECKED: J. LIM CHECKED: l K. CHANG YUEN APPROVED: G. FRANCO PROJECT NO: E00566E18 CONTRACT NO: CXXXXXXXX 3�Z3�5 913R \ \ BUS SHELTER, AMENITIES, AND CURB PAINT LIQ King County METRO 1. SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. SITE PREP NOTES 0 PRESERVE AND PROTECT FEATURE AS NOTED 0 REMOVE FEATURE AS NOTED 0 PRESERVE AND PROTECT EXISTING TREE 0 REMOVAL OF FEATURE BY OTHERS (METRO) 05 REMOVE OR RELOCATE FEATURE BY OTHERS 06 RELOCATE FEATURES BY OTHERS (METRO) ORELOCATE FEATURES BY CONTRACTOR DEVELOPMENT ENGINEERING Michael Sippo 09/11 /2024 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SITE PREPARATION PLAN TAL-21 86+00 TO TAL-21 91 +00 SCALE: 1" = 20' R-421498 DATE: JUNE 2024 DRAWING NO: 1C4.11 SHEET NO: OF 98 473 z O z W ry I z z Q U Z X z O z W rrl 0 X 3 Z O z W 0- LU ry a uw X O LL z J W U ry Q d X 3 Z O z W ry Z O U LU H O uw W X M a') 3 a O ry a 3I O ry X O ry m N N O1 0 Z W (D W J X 3 m a> O H U H LU LU 2 X 3 7p c 0 c a> ry m N cf) V O� U N N 7 � 0 07 M J — Z � U 'O J O U XO 06 J O M O o U N I co ry C:) Co 0 � E m co LO L.O. m O N C) CV H c)l O U aa) Y O CD O C a) O O C d O 0 0 X 2� W CO �I F- LL C� 0-0 W Q U a X 2i SITE PREP GENERAL NOTES N O 0 W H z O z w ry z z Q U Z X z O z w ry r) 0 X z O z w 0 w ry a w C9 X E� O LL z w U ry Q X E� z O Z w ry z O U w O w w FT X _. O ry 3 O X O N N 0 Z w 0 w J X 3 mu O U w w X 3 7p c 0 c a> m c2 > v M U N N 7 � A W J — Z U O Q X O U J oUNI Imo �Ei wo C N 04 x � Y N o N 3 o boo =o Y �7 0 0 X 31 W w c� Q U d X �1r 0 CAR 45+25.09, 49.70' LT CAR 45+40.68, 45.61' LT 3 1 PRIVATE SIGN CAR 45+51.82, 45.74' LT 3 3 3 3 135R 0 3 133R 3 � J 2305-9053 138R 137R 136R -- 3 2 BOLLARD C� 3 132R 131 R 3 CAR 43+87.12, 49.69' LT 134R 130R CAR 45+61.12, 43.19' LT 139R CAR 43+82.83, 49.71' LT "N tip (� 1 4„ _ _ S., y S" 1 CAR 45+71.02, 33.22' LT o CAR 43+83.86, 40.30' LT Q * % * * x * x * * * x % * * x % % * % * x * K x f * % % * * x � y* % % % * x % x% y y. * % ♦ % x * * * **t * * % * % X % x *% * * % * * * * x x x % �C/ CAR 43+83.81, 33.77' LT � � � / *� �x ri i* x ' * o x j 00 o iv CAR 45+24.33, 30.21' LT CAR 45+99.81, 10.98' LT CURB 2 PT 2 CURB & GUTTER CAR 44+47.60, 30.14' LT 2 PAVEMENT MARKING - CAR 44+72.17, 11.48' LT PAVEMENT MARKING 2 ' CAR 43+97.19, 7.95' RT —-CAR 44+52.69, 1.30' LT 43+00 _ CAR 43+43.58, 22.56' RT—�-" J Gs CURB & GUTTER 2 0 ►Opp- �i • SID 11 -CAR 44+86.29, 71.57' RT • �'� - ' 45+67.16, 1• wx F S wE 1 MONITORING WELL yFE oaw T 2g2305-9151 1. SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. SITE PREP NOTES 0 PRESERVE AND PROTECT FEATURE AS NOTED 0 REMOVE FEATURE AS NOTED OPRESERVE AND PROTECT EXISTING TREE 0 REMOVAL OF FEATURE BY OTHERS (METRO) 05 REMOVE OR RELOCATE FEATURE BY OTHERS 06 RELOCATE FEATURES BY OTHERS (METRO) ORELOCATE FEATURES BY CONTRACTOR 1.74 / / / 0' 20' 40' DEVELOPMENT ENGINEERING Ar It SCALE: 1" = 20' Michael Sippo 09/11/2024 %,�01 FR-- 4 2 14 1-0- 0 DESIGNED: APPROVED: METRO TRANSIT CAPITAL DIVISION DATE: AD -READY SUBMITTAL ' JUNE 2024 A. VILLAR G. FRANCO (400 1 53-5000 NE, SUITE 500 Qi s �� DRAWN: RAP I D RI D E I LINE 2TH AVE A coBELLEVUE, WA 98004 A®� C. WILCOX King County CHECKED: PROJECT NO: R E N TO N SEGMENT DRAWING NO: 5834 Qpq�� J. E00566E18 MET SITE PREPARATION PLAN 1 C4.13 OF N0: `��'�� 6/12/24 CHECKED: CONTRACT N0: SHEET No. REVISION BY APP'D DATE CAR 42+50 TO CAR 47+50 NO: 473 K. CHANG YUEN CXXXXXXXX 100 SITE PREP GENERAL NOTES N O 0 W H z O z w ry I z z Q U Z X z O z w ry r) 0 X z O z w w ry w C9 X En O w z J w U ry Q d X z O z w ry z O U LU H O w w FT X _. O ry 3' O X O m N N 0 Z w 0 w J X 3 m a> O H U H LU LU _ X 3 7p c 0 c a> ry 2> M U N N 7 � W J — Z U O U XO 0 J O M O o(_5 CNI C) Co 0 N LO M m N CN CD U v Y O N O a o O 0 0 o X w v> LL w Q U a X 2i e 1. SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. SITE PREP NOTES 0 PRESERVE AND PROTECT FEATURE AS NOTED 0 REMOVE FEATURE AS NOTED OPRESERVE AND PROTECT EXISTING TREE 0 REMOVAL OF FEATURE BY OTHERS (METRO) 05 REMOVE OR RELOCATE FEATURE BY OTHERS 06 RELOCATE FEATURES BY OTHERS (METRO) ORELOCATE FEATURES BY CONTRACTOR 0' 20' 40' FDEVELOPIMENT ENGINEERING SCALE: 1" = 20' 21 Sippo 09/11/2024 %�o — FR-4214101 DESIGNED: APPROVED: METRO TRANSIT CAPITAL DIVISION DATE: AD -READY SUBMITTAL ' JUNE 2024 �$. �, A. VILLAR G. FRANCO (400 1 53-5000 NE, SUITE 500 4•� �� DRAWN: RAP I D RI D E I LINE 2TH AVE OacobsBELLEVUE, WA 98004 A®� C. WILCOX LIQ King County CHECKED: PROJECT NO: R E N TO N SEGMENT DRAWING NO: Qjs.Q I J.LIM E00566E18 METRO SITE PREPARATION PLAN 1 C4.13A `��'�� 6/12/24 CHECKED: CONTRACT N0: SHEET N0: OF No. REVISION BY APP'D DATE SE CARR RD & 108TH AVE SE NO: 473 K. CHANG YUEN CXXXXXXXX 101 z O z W ry I z z Q U Z X z O z W rrl 0 X 3 Z O z W 0- LU ry a uw X O LL z J W U ry Q d X 3 Z O z W ry Z O U LU H O uw W X M a') 3 a O ry a 3I O ry P-4 O ry m N N O1 0 Z W (D W J X 3 m a> O H U H LU LU 2 X 3 c 0 c a> ry m v cf) v o� U N N 7 � 0 07 M J — Z � U 'O J O U XO 06 J O M O o U N I co ry C:) Co 0 � E r) m O LO N m O C) 3: CV H c)l O U aa) Y O CD O C a) O O C d O 0 0 X 2� W CO �I F- LL C� 0-0 W Q U a X 2i SITE PREP GENERAL NOTES N O 0 W H z O z LU ry z z Q U Z X z O z LU ry r) 0 x z O z LU 0- LU ry LU C9 x O LL z J LU U ry Q d x z O z LU ry z O U LU O LU LU FT x z O z LU n, 3 O ry _. 3 a O ry a 3 O ry O N N 0 z LU 0 LU J x mu O U H LU LU _ x 3 c 0 c ry 09 �> M U N N 7 � 0 07 W J — Z U O Q X O U J oUNI Imo �Ei m N 04 x � Y N o N 3 o o O c � Y O 0 0 x . 3iLU�w w a U d x 105TH 25+30.93, 28.47' LT (3 , I 2477 � 2476 \ SD �105TH 25+36.11, 17.18' LT 23+00 24+00 SE 1 80TH ST - SD 25+00 (105TH-LINE) �- CURB AND GUTTER( 2 AD -READY SUBMITTAL No. I REVISION BY I APP'D I DATE 105TH 26+32.74, 43.42' LT I 322305-9016 I CURB l 2 1� I RAILING 2 105TH 26+24.67, 46.86' LT 105TH 26+24.68, 30.97' LT ROCKERY( 1 Y-\ LVIT111-%*10.91' ;AI 2475 11 2474 ++++ + +++++++-+ ++ ++++ 105TH 26+22.67. 28.50' LT 105TH 26+01.40, 0.00' RT ;:;:;:;:;:....;:;:;: 105TH 26+01.40, 9.44' RT 105TH 26+13.40, 9.44' RT 105TH 26+01.40, 16.65' RT 105TH 26+14.17, 26.94' RT 1 POLE AND LUMINAIRE 105TH 26+21.06, 27.00' RT 105TH 26+22.73, 27.00' RT 105TH 26+22.73, 30.00' RT so (425) 453-5000 1100 112TH AVE NE, SUITE 500 ,oacobsBELLEVUE, WA 98004 105TH 26+43.66, 43.34' LT r- 2) PAVEMENT MARKING C1322305-9065) l 105TH 26+58.34, 42.93' LT 105TH 26+57.71, 39.50' LT 105TH 26+65.21, 32.40' LT 105TH 26+68.08, 32.82' L 105TH 26+68.08, 31.72' 105TH 26+72.98, 26.72' 2 RAILING 105TH 26+84.21, 29. 105TH 26+84.21, 26.51' LT + + 2471 SD SD irri:Y 1 • • 1 1 �7,43'105TIHI . 111' rr 1 • 1 1 11 e 1 • i i _ 105TH 27+15.26,17.98'RT �$ J 127 I 140 I 3 322305-9362 142 3 141 / /i Z a +++++++++++++ +++++++ 0 LO TEL FENCE \ 105TH 27+15.26, 30.00' RT 105TH 26+97.25, 26.96' RT 105TH 26+97.25, 30.00' RT 322305-9361 I 127 105TH 26+37.73, 26.99' RT 3 105TH 26+38.01, 30.12' RT DESIGNED: A. VILLAR DRAWN: C. WILCOX CHECKED: J. LIM CHECKED: K. CHANG YUEN APPROVED: G.FRANCO PROJECT NO: E00566E18 CONTRACT NO: CXXXXXXXX LIQ King County METRO 1. SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. SITE PREP NOTES 0 PRESERVE AND PROTECT FEATURE AS NOTED 0 REMOVE FEATURE AS NOTED OPRESERVE AND PROTECT EXISTING TREE 0 REMOVAL OF FEATURE BY OTHERS (METRO) 05 REMOVE OR RELOCATE FEATURE BY OTHERS 06 RELOCATE FEATURES BY OTHERS (METRO) ORELOCATE FEATURES BY CONTRACTOR N 0' 20' 40' DEVELOPMENT ENGINEERING SCALE: 1" - 20' Michael Sippo 09/11 /2024 ' FR-4-214103 METRO TRANSIT CAPITAL DIVISION DATE: RAPIDRIDE I LINE JUNE2024 RENTON SEGMENT DRAWING NO: SITE PREPARATION PLAN 1 C4.15 105TH 23+00 TO 105TH 28+00 SHEET NO: OF 103 473 O N O O 0 N N a J z O z W ry I z z Q U Z X z O z W rrl 0 X 3 Z O z W 0- LU ry a uw X O LL z J W U ry Q d X 3 Z O z W ry Z O U LU H O uw W X M a') 3 a O ry a 3I O ry X O ry m N N O1 0 Z W (D W J X 3 m a> O H U H LU LU 2 X 3 7p c 0 c a> ry m v o� U N N 7 � 0 07 M J — Z � U 'O J O U XO 06 J O M O o U N I co ry C:) Co 0 � E m O LO C. m O ti C) 3: CV H c)l O U aa) Y O CD O C a) O O C d O 0 0 X 2� W CO �I F- LL C� 0-0 W Q U a X 2i SITE PREP GENERAL NOTES N 1 O 1 0 W H 0) a O LL z J w U ry Q d x 3 a z O F- z w rK I z O F- U w F- O ry w w F- MA 3 z O z w 3: O l' x a c a> Y m N N a 0 z w w J x a Z O z w 0I w ry w _. O a_ 3: O x a O N N 1� a C O C O ry m N N CD z J Q X CV � O U N rr,I w O > ry O J m o U Cy Y U C) U a 00 J M N a o m C/) I C',p U LO L �H �w cal O = aa, 4 x C) N o a a) o O c d O w v> LU LL 0-0 w j of Q C) a_ x 108TH AVE SE (SR 515) 28+00 I- - (108TH-LINE AD -READY SUBMITTAL No. I REVISION C 2452 2450 108TH 29+82.90, 57.91' LT BUSINESS SIGN 108TH 29+61.11, 30.00' LT 108TH 29+66.11, 29.48' LT / CURB & GUTTER BY I APP'D I DATE ALL EXISTING TREES IN THIS AREA TO BE PRESERVED AND PROTECTED UNLESS SHOWN AS REMOVAL nnnnnr nnnn 1 �� so (425, 453-5000 1100 112TH AVE NE, SUITE 500 ,j�acobsBELLEVUIE, WA 98004 6Wave i r ■ SiTiRlii i7 riT.riV i ■ 108TH 31 +97.48. 62.15' LT 108TH 30+84.92, 40.00' LT \ \ 1 FENCE 108TH 31 +99.00, 55.69' LT 108TH 31 +97.16, 56.28' LT BUS STOP & AMENITIES o O + L6 LO A f%^-rI I .,A . nn e%r nn r9v 1 T 1 Ub I H 3U+/ /.6b, 24.bb' L I A r%n T1 1 It nA rA A An nPlI rlT A nnT1 1 n A , nn A A A r•ll O A I rlT DESIGNED: APPROVED: A. VILLAR G. FRANCO DRAWN: C. WILCOX CHECKED: PROJECT NO: J.LIM E00566E18 CHECKED: CONTRACT NO: l K. CHANG YUEN CXXXXXXXX A n0-r1 1 On , A n A A !SG Ant I T -1n0TLJ 07-1 ) n7 -17 n A 1 OT 1. SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. SITE PREP NOTES 0 PRESERVE AND PROTECT FEATURE AS NOTED 0 REMOVE FEATURE AS NOTED OPRESERVE AND PROTECT EXISTING TREE 0 REMOVAL OF FEATURE BY OTHERS (METRO) 05 REMOVE OR RELOCATE FEATURE BY OTHERS 06 RELOCATE FEATURES BY OTHERS (METRO) ORELOCATE FEATURES BY CONTRACTOR AnoTu no CURB & GUTTER STOP LINE 108TH 32+35.31, 49.46' RT 108TH 32+09.71. 58.35' RT 108TH 32+04.71, 58.51' RT 108TH 32+07.19, 137.99' RT 108TH 32+07.51, 147.96' RT V)I I 108TH 32+18.00, 147.64' RT 2 z W _ '^ !!�^^ VJ M vJ Ir— M� 00 w LIQ King County METRO 3223 DEVELOPMENT ENGINEERING Michael Sippo 09/11 /2024 %jl METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SITE PREPARATION PLAN 108TH 28+00 TO 108TH 33+00 Z 0' 20' 40' SCALE: 1" = 20' R-4214105 DATE: JUNE 2024 DRAWING NO: 1C4.16 SHEET NO: OF 105 473 O N O O O 1 N N Q J CM a O w z J W ry Q d X 3 a Z O F- z w rK I z O F- U LU H O ry uw w F- M• 3 z O z w 3I O X 3 a c a> Y CO m U� o� N N O1 a 0 Z W (D W J X a Z O z w 0I w ry uw CO O• 3 a O rr w 3I O X a O Cl? o� N N a C O C O ry 00 m N N O1 a Z U_ J Q X a ti o CV O U N rr,I W O 0 a ry ca O J m a � O U Cy Y U XO U a 00 J M Oa m CO M C CD U � o 0 0 W W c)O = l aa, x CN O N ?� O C a O O C d O 0 0 X 2� W CO �I F- LL C� 0-0 W Q U a X 2i r N O 0 W I Q 0 U LL.I 0 0 cc J O O 0) W 0 Q 00 J w M §E U o(_5 LLJ o m X "�� CU70 Lo '!d: N O N O � N o x w 0 Co N 0 CD0 a) o p c � U 0 0 Y wCO wCD w Q U a X 2i STANDARD ESC PLAN NOTES: 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. 13. WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1STAND 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 1 ST. 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. ADDITIONAL NOTES FOR PRE -CONSTRUCTION: SITE PREP AND TESC LEGEND 1. APPROVED TEMPORARY EROSION AND SEDIMENT CONTROL (TESC) AND STORMWATER POLLUTION PREVENTION AND SPILL CONTROL (SWPPS) MEASURES REMOVE ASPHALT PAVEMENT ARE TO BE INSTALL AS FIRST ORDER OF BUSINESS AND MAINTAINED AT ALL TIMES PER APPROVED DRAWINGS OR AT DIRECTION OF CONSTRUCTION STORMWATER REMOVE CEMENT CONCRETE PAVEMENT SUPERVISOR, OR THE PROJECT CERTIFIED EROSION AND THE SEDIMENT CONTROL LEAD (CECCL) AND THE PUBLIC WORKS INSPECTOR. REMOVE CEMENT CONCRETE SIDEWALK 2. THE APPROVED CONSTRUCTION STORM POLLUTION PREVENTION PLAN (CSWPP) SHALL BE LOCATED ON SITE AT ALL TIMES. +++++++++++++ CLEARING AND GRUBBING 3. WEEKLY REPORTS OUTLINING STATUS AND CONDITION OF EROSION CONTROL PLAN, WITH ANY ................. . RECOMMENDATIONS OF CHANGE OR REVISION TO PLANE BITUMINOUS PAVEMENT, 2 INCHES 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 // - // ' // - // ' // " REMOVAL ITEM INCLUDE PROJECT'S NPDES PERMIT NUMBER(IF APPLICABLE). SEE STANDARD ESC NOTE 15. N 4. IF DEWATERING FOR SITE IS REQUIRED, ALL SITE RIGHT-OF-WAY (EXISTING) CONSTRUCTION STORMWATER DISCHARGE SHALL BE 0 LESS THAN 25 NTU'S IF DISCHARGED INTO WATER OF THE STATE. ANY PIPE CONVEYANCE SYSTEM THAT RIGHT-OF-WAY (PROPOSED) EVENTUALLY DISCHARGES TO A BODY OF WATER IS 0O N CONSTRUED AS DISCHARGING IN WATER OF THE U STATE. • • TEMPORARY CONSTRUCTION EASEMENT 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 ❑ INLET PROTECTION - EXISTING CB A SEWER SYSTEM BELONGING TO ANOTHER SEWER DISTRICT, CONTACT THAT DISTRICT FOR APPROVAL. N CONTRACTOR IS STRONGLY ENCOURAGED TO OBTAIN ALL REQUIRED SEWER DISCHARGE PERMITS IN INLET PROTECTION - PROPOSED CB M ADVANCE OF ANY ANTICIPATED NEED TO DISCHARGE TO A SEWER. O 6. DUST CONTROL SHALL BE IMPLEMENTED AS DIRECTED SILT FENCE O 0 BY THE PUBLIC WORKS INSPECTOR. r 7. PROPER REMOVAL OF ALL TESC MEASURES IS COMPOST SOCK N ce REQUIRED PRIOR TO PERMIT CLOSEOUT, UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS a INSPECTOR OR PROJECT MANAGER. 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 /2024:0R-4214107 AD-READY SUBMITTAL DESIGNED: APPROVED: METRO TRANSIT CAPITAL DIVISION DATE: (425) 453-5000 ti1� DRAWN: G. FRANCO RAP I D RI D E I LINE �uNE 2024 7 W. 1100 112TH AVE NE, SUITE 500 '�~'�`� -cob LQ King County BELLEVUE, WA 98004 67 H.JOHNSON APi CHECKED: PROJECT NO: RENTON SEGMENT DRAWING NO: 33200 SS OISTE4� ��5J. ETULAIN E00566E18 METRO TESC 1 EC.OA I0NAL F'� CHECKED: CONTRACT N0: SHEET N0: OF No. REVISION BY APP'D DATE 06/12/24 GENERAL NOTES AND LEGEND NO: 473 K. CHANG YUEN CXXXXXXXX 107 z O z w UI U) w M-4 0 CV N OO 3 0 z w cD w J X z O z w w a uw X -o 0 c a� m (V N 00 w 0 00 J Z M co U Q o m X 0- CO _0) M M 7� CD LO 15: N O M O i<I o W (DC'o oN0. CDO m 6 U �LYU) w w Q CU 0- NOTES N 1. SEE SHEET 1 C4.00 FOR GENERAL SITE PREPARATION NOTES. 2. SITE PREPARATION SHOWN FOR REFERENCE PURPOSES ONLY. SEE SITE PREPARATION PLAN SHEETS FOR LIMITS OF WORK. 0 W H U 0 z a I E%)B 2118RI 2 g8, SUMP, RCP 20.3' OHP — OHP- /� CC) "V ❑ DHP 10+00 0 2 a AD -READY SUBMITTAL No. I REVISION SDCB T 1 IE(NW);21 R/M-24 30> SSW,, 21.2 12 ,' RCP Top r. 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HICKEY DRAWN: H.JOHNSON CHECKED: W� J. ETULAIN CHECKED: 06112124 K. CHANG YUEN SD SDCB T 1 14w),24 R11 1 6.21 SUMP,21,g' RCP SDCB TIE(W 1 I opof SED 12" 24 RCP RCp I 0' APPROVED: G. FRANCO King County PROJECT NO: E00566E18 MET CONTRACT NO: CXXXXXXXX TESC NOTES 0 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH BASINS PER CITY OF RENTON STD PLAN 216.30 20 INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN 214.00 OINSTALL COMPOST SOCK PER WSDOT STD PLAN 1-30.40-02 DEVELOPMENT ENGINEERING Michael Sippo 09/11 /2024 (D] METRO TRANSIT CAPITAL DIVISION RAPIDRIDE 1 LINE RENTON SEGMENT TESC PLAN GRA 10+00 TO GRA 14+00 0' 20' 40' SCALE IN FEET FR_-421 4108 DATE: JUNE 2024 DRAWING NO: 1 EC1.01 SHEET NO: OF 108 473 M Cq CV N M CV O U � W Z O 0 z w J �I Cm a p o X o-0 co J Z M J C U Q co o m X M E a ��o O M O XI O W �04 o N 0 CDO m o p Y U LU p 0 Y 31 W W C7 U d X a NOTES N 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. 0 W H TESC NOTES 0 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH BASINS PER CITY OF RENTON STD PLAN 216.30 W W 2 (n W W Cn LL C W _Z —I a L Rli" lE 24 1 > . 69> lE(IVEN��24. p, 8'PVC 9' (S) 23 g'8'RCp OI p OF 1p, CP SDCg SEp\ R T� 23 5' /e(6 4 SM 6 PVC' 8'pvC AD -READY SUBMITTAL No. I REVISION BY I APP'D I DATE SOCB Tops�,241 � RIM, 25 8 OF SED 8 RCp 3 SOCe 23 9> I24.lE(/V)- T, RIM, EiW T,pp 24.1' 8 RCp OF' SED 81, RCp 23 9 . so (425) 453-5000 1100 112TH AVE NE, SUITE 500 cobBELLEVUE, WA 98004 DESIGNED: W. HICKEY DRAWN: H.JOHNSON CHECKED: w J. ETULAIN CHECKED: 06112124 K. CHANG YUEN SDMN VgU�T p/pESNkNOw 28. 71 > APPROVED: G.FRANCO PROJECT NO: E00566E18 CONTRACT NO: CXXXXXXXX T Op STAND SDMN . Z(Sf)PE,2f LIQ King County METRO O (D 0-) Ir- _ U Q I 20 INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN 214.00 OINSTALL COMPOST SOCK PER WSDOT STD PLAN 1-30.40-02 DEVELOPMENT ENGINEERING t IL I Michael Sippo 09/11/2024 0' 20' 40' SCALE IN FEET FR--4214109 METRO TRANSIT CAPITAL DIVISION DATE: RAPIDRIDE I LINE I JUNE2024 RENTON SEGMENT DRAWING NO: TESC PLAN 1 EC1.02 G RA 14+00 TO G RA 19+00 SHEET NO: OF 109 473 M Cm a O N N co 0 z w w J X z O z w I w w rK a w X 3 c 0 m IR N N M M O U w Z 0 O a z c w J rr, o o X `r X 00 J Z M o U Q o m X "�� CU-0 M L N N CD f XI O W �04 MO NCDO c m o p Y U 3 W Y N i U w w Q c� d X U NOTES N 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. 0 W H TESC NOTES 0 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH BASINS PER CITY OF RENTON STD PLAN 216.30 0 INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN 214.00 O O Q U 2 U SoM 7al yT S��J\228/M'2a �J�226' 8 72 RC'p ),cam�2$12•Rcp SFp\ 12,C0'Mp Spc OP op SFp 2s c� 69 •O J��FR </N F SN ON,N p FR c/S S S Spo SO O FHB OFR/M� Sep14NT TSF2OP 0�6p/�8' Rcp0 32 0O >, 262' Spc 6 T 7 SpcTop /F(S/M�2 (ivhl _'.7 R„ 0,- .L 4JZ � _8 20 - W W (n O O d- N Q V Ld Z J y U Q OINSTALL COMPOST SOCK PER WSDOT STD PLAN 1-30.40-02 0' 20' 40' DEVELOPMENT ENGINEERING IL Michael Sippo 09/11 /2024 SCALE IN FEET FR _-4 2 14 1 01 AD -READY SUBMITTAL DESIGNED: APPROVED: METRO TRANSIT CAPITAL DIVISION DATE: 7W. DUNE 2024 (425) 453-5000 ti1� jC' DRAWN: G. FRANCO RAP I D RI D E I LINE 1100 112TH AVE NE, SUITE 500 LQ King County oacobsBELLEVUE, WA 98004� H. JOHNSON APi CHECKED: PROJECT NO: RENTON SEGMENT DRAWING NO: 33200 SS 1STE4� G�51�� J. ETULAIN E00566E18 METRO TESC PLAN 1 EC 1.03 I ONAL F'� CHECKED: CONTRACT NO: SHEET N0: OF No. REVISION BY APP'D DATE 06/12/24 G RA 19+00 TO G RA 24+00 NO: 473 K. CHANG YUEN CXXXXXXXX 110 N M O O O 9 r N a O to N O O O N N Q J z O z W ry U w P. o o X o� CC) J Z M § �- o U Q o m X o - "�� CU-0 Logo N CD f XI O W �04 o N 0 CDO o p Y U LU p 0 Y 31 W W C7 a U d X NOTES N 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. 0 W H TESC NOTES INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH roe QQ BASINS PER CITY OF RENTON STD PLAN 216.30 ^A, �o �Q p 2O INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN 214.00 lb _ — ^�^,moo e • o „`� ti� „`� �' �� _ �Q �pQ = o \rr�^ vr�o ��vpQ Q O _ 4 � �, ',) \� * Oyp / o�� 3 INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02 0 1 A^o' ��pQ �� o I _ o �� Q O/yp a— _o aS 2 0 0 O� Q ®* N COS (IS (IS ^^ Q 2 * x x x * x * x* x x * x x * x * x x x x x x x x x -H-H•//'//'//'// H' x x x x* * x l*✓* x* x * * x% x * x % x� * x x x x ® x *© * x x * x * x x // • // • // • // • // • // • // • /� • // • // • // • // • x x x x x x x x � � x x �,, ��', x gyp% x x x x x x x x � x x x x x x Q 4 x x � x � T . T• T _ �/ MA I CH LINE GRA 24+00 — SEE SHEET 1 EC 1.03 AD -READY SUBMITTAL No. I REVISION BY I APP'D I DATE so (425) 453-5000 1100 112TH AVE NE, SUITE 500 BELLEVUE, WA 98004 O� /�z Q O O� Q DESIGNED: W. HICKEY DRAWN: H.JOHNSON CHECKED: w J. ETULAIN CHECKED: 06112124 K. CHANG YUEN APPROVED: G.FRANCO PROJECT NO: E00566E18 CONTRACT NO: CXXXXXXXX LIQ King County METRO DEVELOPMENT ENGINEERING Michael Sippo 09/11 /2024 0' 20' 40' SCALE IN FEET FR--421 4111 METRO TRANSIT CAPITAL DIVISION DATE: RAPIDRIDE I LINE JUNE2024 RENTON SEGMENT DRAWING NO: TESC PLAN 1 EC1.04 GRA 24+00 TO TAL-B 14+00 SHEET NO: OF 111 473 N O 0 W H z O z W ry U Cn LU H P4 C) 3 a O Cr N N 00 Z� p Z W U' W J X Z O z w ry i a_ w ry d W H X c 0 ry ;., w O 00 J Z (2 J U Q co o m X cfl M E a LO ono v�Nl xl o W �� MO NCD (N Y U Uj p p Y 31 W w C7 a U d X O v AD -READY SUBMITTAL No. I REVISION BY I APP'D I DATE v ,w dHO ON (425) 453-5000 1100 112TH AVE NE, SUITE 500 cob BELLE-UE, WA 98004 Iof dHO � ' Cq N U N N Co Y Q = r�wtn NNWO_ �2:� 00 p W � U 00 00 t6 � N !n N W_ II Z w DESIGNED: W. HICKEY DRAWN: H.JOHNSON CHECKED: w J. ETULAIN CHECKED: 06112124 K. CHANG YUEN APPROVED: G.FRANCO PROJECT NO: E00566E18 CONTRACT NO: CXXXXXXXX 0aa� I r_ Q� N toNNN II — CL ODUW WO cr_O H F- CV N N N� rll N N m 3 Z W Z Z Z 00 � U `.�..� �6 6 z z (n p W_ W W N N N � z 0 Cn W W N N N N II II 3�:Z C/7 rt� dl- O�=ain O J �,n¢OON II w 04 II mo X d Q O N � =�-(04U7 g J N ono II >rw L Z 11 NLI Ld LIQ King County METRO w w W W O 0o 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. TESC NOTES 1O INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH BASINS PER CITY OF RENTON STD PLAN 216.30 20 INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN 214.00 OINSTALL COMPOST SOCK PER WSDOT STD PLAN 1-30.40-02 DEVELOPMENT ENGINEERING Michael Sippo 09/11 /2024 •' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT TESC PLAN TAL-B 14+00 TO TAL-B 18+50 SCALE IN FEET FR-4214112 DATE: JUNE 2024 DRAWING NO: 1 EC 1.05 SHEET NO: OF 112 473 0, a z O F z w O X Z O Z w ry U w X O a 0 > (711 N 00 z w c� w J X z O z w i w ry a w X 3 Z O z w r� V o 0) o a U c w o c I co N J m 0 U) a rn N O N � O Cm W O co J Z U Q co o >, X M CO a LO M O O o 0 3:: zr Nl X I O w �� C NCDO o p Y U p 0 Y 31 U_ W W C7 a 00 X � dti 0 dy0 U In 0% _ LU = ° !! _ � � Z \ N �ww dy T,_ 0 v1 Ld d Ld = dy V) W 1 1 dy® Ld Cn .1. . ............................. .. I I- IO L / 0 aS SD SD (IS Qo 21+00 dy0 dHO u SD i O cr b3 0 dHO - 0 dHO 4^� -O 1111111 Jill be t!t TALBOT RD S ss TAL-B-LINE) Ss 00 a 1 SS 22+00 ss (IS dHO dHO o13, SS �oU� 23� �.5N00 M J r r - jI q Ww V) �. m �, \ Cn + + ++\\� + + + #- + +i co _j C' + + + +i + + + + + # +'+ *+++*+#++++++++++++ + + + #++*+ ++++ + + + + Ld + + + + + + + + + + + + + # + + + + + + + q-t+,+ +++++ +++#++ +++•+++ + + +++++# + + + + + # + ++ + +# + + + + #+ + # ++++++#+ + ++ +* +++++# + # + +�+�+ + + + + + + + + + + ++ + + + + + + + + + ++ + + + + + + + + + + + d + + + +*++r + + + + + + +# + 4 + * +* +F +++++++#*++4*+++i++#+ + + + + + +++# ++ + +++++++#++++++ ++ + + + + } } + + + + + + + + + +•+ + + + + + } ++ + + r + ++++ + + + + + # + + + *++++ + *# +#+ + + + + + ++ + + + + + ++ + + ++# +++#+++ + ++} +++++ + + + + +++++++ #++ +#+++++++##+++++++++++ + + ++++ ++ ++++#+ #++++++# + + ++ +++ + + # + + ++++}+} + + + + + ++ \a + U dH dHO dHO HO dHO HO � +i Q d dHc, —dH0 + ++'+ 1 HO dH0 dHO dHO dHO dH dHO dHO d dHO dHO dHO dHO d H(JH — +++++ ++ 1�� + dF n TEMPORARY +i +++ aS 10 dHO dHO - HO dH0 dH0 0 dHO dHO - aS -dHO HHn - AD -READY SUBMITTAL No. I REVISION aS aS d�R HO dH0 dHO ,4Nn ,4un dH0 dH0 BY I APP'D I DATE aS (425) 453-5000 1100 112TH AVE NE, SUITE 500 BELLEVUE, WA 98004 STORAGE TANKS TEMPORARY S - aS aSA S DRAIN PIPE I W TEMPORARY - (D TREATMENT SYSTEM DISCHARGE Q HH _ MONITORING POINT dH0 �� — fib® > U) z 0 z W V ) DESIGNED: W. HICKEY DRAWN: H.JOHNSON CHECKED: w 11 J. ETULAIN CHECKED: 06112124 K. CHANG YUEN APPROVED: G.FRANCO PROJECT NO: E00566E18 CONTRACT NO: CXXXXXXXX dy dHO CIS O s CD �- W - LQ King County METRO 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. TESC NOTES OINSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH BASINS PER CITY OF RENTON STD PLAN 216.30 OINSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN 214.00 OINSTALL COMPOST SOCK PER WSDOT STD PLAN 1-30.40-02 0' 20' 40' DEVELOPMENT ENGINEERING Michael Sippo 09/11 /2024 SCALE IN FEET R-4214113 METRO TRANSIT CAPITAL DIVISION DATE: RAPIDRIDE I LINE JUNE2024 RENTON SEGMENT DRAWING NO: TESC PLAN 1 EC1.06 TAL-B 18+50 TO TAL-B 23+50 SHEET NO OF 113 473 z� a z O F- 2-1 w rK 3I O Cr X a Z O z w Cr I U CO LU H X z� 3 a O ry m N N 00 a Z w CD w J X a Z O z w ry I 0- w ry a uw X 3 a Z O 71 z w V ti 0) O a U c w o 0 a c J m 07 Cl? a m N co O CV w O a CC) J Z M J o U Q o m X a `9 E CY) m -a L CD O N O I� O N �I o ry w 0 �o N 0 CD0 = ti CY] a) O 0 C F U 3: w u> 3: F- LL 0-0 w Q U a X 2i a z O F- z w rK 3 O X Z O F- z w ry U Cn LU H X z� 3 a O C14 CV CV 00 ZT Z W (D W J X Z O z w ry i 0- LU ry a LU Cn X i� 3 Z O 71 z w I- rd 00 0) o a U c LU 0 c 0 �I c J m Cl? m CV O CV CO 0 00 J Z M § %i o U Q o m X o - L'�� CU -0 CN CD ��o NI XI o W a� o N 0 0 0 ��o c � Y U 3 W Y N I � LU w c� a U d X NOTES N 1. SEE SHEET 1C4.00 FOR GENERAL SITE PREPARATION NOTES. 1 2. SITE PREPARATION SHOWN FOR REFERENCE PURPOSES ONLY. SEE SITE PREPARATION PLAN SHEETS FOR LIMITS OF WORK. 0 W H TESC NOTES \0 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH \ \ / BASINS PER CITY OF RENTON STD PLAN 216.30 �, � , 20 INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN 0 0 214.00 \ -� s0 / S \ •.� s�, O INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02 AD -READY SUBMITTAL No. I REVISION BY I APP'D I DATE so (425) 453-5000 1100 112TH AVE NE, SUITE 500 cob BELLEVUE, WA 98004 s DESIGNED: 1 APPROVED: W. HICKEY G. FRANCO LIQ King County METRO DRAWN: H. JOHNSON CHECKED: J.ETULAIN PROJECT NO: E00566E18 CHECKED: CONTRACT NO: K. CHANG YUEN I cxxxxxxXX DEVELOPMENT ENGINEERING Michael Sippo 09/11 /2024 jai METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT TESC PLAN TAL-21 24+00 TO TAL-21 29+00 SCALE IN FEET FR 4214115 DATE: JUNE 2024 DRAWING NO: 1 EC 1.08 SHEET NO: OF 115 473 rn O U w 0 0 a co J O O U w rn O _M O O LO m M ti CD O U !G N M C) O C N 0 0 �I U z O H z w O X Z O z LLJ Of UI U) w M O ry m CV (V OO O Z W C7 W J X Z O z LU �I W d W H X 3 Z O z w ry 0 ry X ry CO c 0 c m m O CV (V M O U Z m J U Q X E 3: co -a M O Ln (V I� O 'ql- N O LL (V 0 O ry, N O � m O 0 C F- U LU 0 Y � CO W (D Q a X a z O F- z w rK 3 O X Z O F- z w ry U LU H X 3 a O N N O O Z W U' W J X Z O z w ry i 0- LU ry a LU X 3 Z O 71 z w 1 Trd W O 00 J Z M J U Q o m X cfl M E a � N O oho vrNl xl O W a� v C) N CD 09 (N ��o c � Y U 3 W Y N I U W w CD a U d X NOTES N 1. SEE SHEET 1C4.00 FOR GENERAL SITE PREPARATION NOTES. 1 2. SITE PREPARATION SHOWN FOR REFERENCE PURPOSES ONLY. SEE SITE PREPARATION PLAN SHEETS FOR LIMITS OF WORK. 0 W H TESC NOTES 0 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH BASINS PER CITY OF RENTON STD PLAN 216.30 AD -READY SUBMITTAL No. I REVISION BY I APP'D I DATE so (425) 453-5000 1100 112TH AVE NE, SUITE 500 cobBELLEVUE, WA 98004 s DESIGNED: 1 APPROVED: W. HICKEY G. FRANCO King County I METRO DRAWN: H. JOHNSON CHECKED: J.ETULAIN PROJECT NO: E00566E18 CHECKED: I CONTRACT NO: K. CHANG YUEN CXXXXXXXX 0 INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN 214.00 OINSTALL COMPOST SOCK PER WSDOT STD PLAN 1-30.40-02 DEVELOPMENT ENGINEERING IL Michael Sippo 09/11 /2024 %mil METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT TESC PLAN TAL-21 71+00 TO TAL-21 76+00 SCALE IN FEET FR-4214117 DATE: JUNE 2024 DRAWING NO: 1 EC1.10 SHEET NO: OF 117 473 W N r O O N 0 U W 0 0 J O a O U w rn O M O ro 0 a 10 LO M r— LO O UI X N M O O C N a a Y_ O 3 �I u a z O F- z w rK 3I O Cr X a Z O z w Cr I U CO LU H X 3 a O ry m N N O O a Z W CD W J X a Z O z w ry I w w ry a uw X 3 a Z O 71 z w ry X 3 a c 0 c m N m C) 6 N N O O J_ J U Q a X m . E 3 cu a O O N aO O CVI O w W O N O P-: m O M C � 7 cG U LU 0 Y H W W 0 W d X N W Q z� a z O F- 2-1 w rK 3I O Cr X a Z O z w Cr I U CO LU H X z� 3 a O ry m N N 00 a Z w CD w J X a Z O z w ry I 0- w ry a uw X 3 a Z O 71 z w V w O a CC) J Z M J o U Q o m X a `9 E CY) m a LO N O O O O -;I- N �I o ry w 0 �o N 0 CD0 = ti CY] a) O 0 C F U 3: w u> 3: F- LL 0-0 w Q U a X 2i a z O F- z w rK 3 O X Z O F- z w ry U LU H X 3 a O N N O O Z W U' W J X Z O z w ry i 0- LU ry a LU X 3 Z O 71 z w 1 Trd M O W o c I cu N J m 0 U) a rn N O N � O W O 00 J Z M J U Q o m X cfl M E a M O Nl XI O W MO NCDO Y U LU p 0 Y 31 W w C7 a U d X NOTES N 1. SEE SHEET 1C4.00 FOR GENERAL SITE PREPARATION NOTES. 1 2. SITE PREPARATION SHOWN FOR REFERENCE PURPOSES ONLY. SEE SITE PREPARATION PLAN SHEETS FOR LIMITS OF WORK. 0 W H TESC NOTES 0 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH BASINS PER CITY OF RENTON STD PLAN 216.30 20 INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN 214.00 OINSTALL COMPOST SOCK PER WSDOT STD PLAN 1-30.40-02 s AD -READY SUBMITTAL No. I REVISION BY I APP'D I DATE so (425) 453-5000 1100 112TH AVE NE, SUITE 500 cob BELLE-UE, WA 98004 • n �_�342 " • 70 pf/c (91 p T 10" !rC p�C / DESIGNED: W. HICKEY DRAWN: H.JOHNSON CHECKED: w J. ETULAIN CHECKED: 06112124 K. CHANG YUEN APPROVED: G.FRANCO PROJECT NO: E00566E18 CONTRACT NO: CXXXXXXXX LIQ King County METRO 0' 20' 40' [DEVELOPMENT ENGINEERING chael Sippo 09/11 /2024 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT TESC PLAN CAR 42+50 TO CAR 47+50 SCALE IN FEET 7R--4214120 DATE: JUNE 2024 DRAWING NO: 1 EC1.13 SHEET NO: OF 120 473 z� a z O F- 2-1 w rK 3I O Cr X a Z O z w Cr I U CO LU H X z� 3 a O ry m N N 00 a Z w CD w J X a Z O z w ry I 0- w ry a uw X 3 a Z O 71 z w V w O a CC) J Z M J o U Q o m X a `9 E � � m a L o 0 O CD0 3: Lo N �I o ry w 0 �o N 0 CD0 = ti CY] a) O 0 C F U 3: w u> 3: F- LL 0-0 w Q U a X 2i r u a z O F- z w rK 3I O Cr X a Z O z w Cr I U CO LU H X 3 a O ry m N N O O a Z W CD W J X a Z O z w ry I w w ry a uw X 3 a Z O 71 z w ry X a c 0 c m N m C) 6 N N O O J_ J U Q a X m . E 3 co a M O O O Lf) CVI O w W O N O P-: m O M C � 7 cG U LU 0 Y H W W 0 W d X N W Q z O z w O X Y co m N N O Z O z w U w H X 3 a 0 z w W J Z O Z W fy �I W ry d W H M O O m N N 00 O Z O z w ry X U c w_ o c a ' co J m 3 U) a rn N O N N GO w O 00 J Z M J c U Q co O m X cfl M . a ��o o No XI O w �04 CDN 0 CDO Y U LU p 0 Y 31 W w C7 a U d X NOTES N 1. SEE SHEET 1C4.00 FOR GENERAL SITE PREPARATION NOTES. 1 2. SITE PREPARATION SHOWN FOR REFERENCE PURPOSES ONLY. SEE SITE PREPARATION PLAN SHEETS FOR LIMITS OF WORK. 0 W H WE 28+00 I — 108TH AD -READY SUBMITTAL No. I REVISION BY I APP'D I DATE so (425) 453-5000 1100 112TH AVE NE, SUITE 500 cob BELLE-UE, WA 98004 I DESIGNED: W. HICKEY DRAWN: H.JOHNSON CHECKED: w J. ETULAIN CHECKED: 06112124 K. CHANG YUEN APPROVED: G.FRANCO PROJECT NO: E00566E18 CONTRACT NO: CXXXXXXXX i 7 � LIQ King County METRO TESC NOTES 0 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH BASINS PER CITY OF RENTON STD PLAN 216.30 20 INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN 214.00 OINSTALL COMPOST SOCK PER WSDOT STD PLAN 1-30.40-02 DEVELOPMENT ENGINEERING Michael Sippo 09/11 /2024 Z 0' 20' 40' SCALE IN FEET METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT TESC PLAN 108TH 28+00 TO 108TH 33+00 R-4214123 DATE: JUNE 2024 DRAWING NO: 1 EC1.16 SHEET NO: OF 123 473 W N r O O N 0 t� Z O 1-2 w Q' 3I O C; x Y m N N z O z w Q- I U w FT X a p z w cD w J X Z O H Z w L LL aI w Q_ a W I- Cn P. z� O Cn m N N w 3 Z O I- z w Q_ }I p o x ti a U c w o 0 0 �I c J Cn 07 Cl? Ci4 N O N N OO w O 00 rn J LD Z M o U Q o m X o - CY) CU70 � N C, O CN O 0� N p Q' x w p o N Q_ CDO a) � o p c � � � U w v> �I�WC7 0-0 w U a_ x NOTES N 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. 0 W H 0'jpQN d O '0 � Y U ^ m of Z p W W (5 (A - MJ B M M M 51+00 1 Q' O w Q V) (f)< Wm w a � Z 00 Q Q O + + + + + + + + + + + + + + + ++++++++++++++ U_j / 1 � 0 52+00 0� 53+00 108TH AVE SE(SR 515 54+00 � I 55+00 %0 (108TH—LINE) r m m z oo Ole" z 1 1 ONC (IS (IS (IS aye (IS(IS as O,Q CD ONC 0 a (0o0 UJ '11p-nMO Y (n 0Ln Z I<- J wo a Dwww� Op O aU 0 0 U U � CO W (Y- r7 N N N � � � r II It Uj g�r'M(n a �Lct)0li. a U II II O in U m ^ O N U I,.) (n IL r-aC)- �ww0 1 i , - "�:� � U) L � 0 m m -a 0 r _ O (n W W Cn a d O � O - d a - I N V) V) 0 (n Y �� — dmu— — ^ dHQ — ^ d11D^ �J ICE JU J O Lli IL M ^� W 0 N �� NN � - CD d 11 f O CL _ T gW C))CAD O N x t N r � � M L0 Lo N N N m � lf) N N < 't d F Z II II m O Z V1 0C_ ww�aQ OU-- °?�aoUU O f N.4- Ln 6 0 a N04 -t II II --Q <fir _ p v-�,O�F-pr(n W ~ In In ll N W a m 't 0 ~ m U � II - a m < N � v O U z LC) � V) O LvLLJ - `-' L W Cn II W 3 V) CL 0 I - AD -READY SUBMITTAL No. I REVISION BY I APP'D I DATE so (425) 453-5000 1100 112TH AVE NE, SUITE 500 cobBELLEVUE, WA 98004 DESIGNED: W. HICKEY r� DRAWN: H.JOHNSON CHECKED: W J. ETULAIN CHECKED: 06/12124 K. CHANG YUEN OS Naaa,C„ IOf)N0C I14 APPROVED: G. FRANCO PROJECT NO: E00566E18 CONTRACT NO: CXXXXXXXX OHO C� U li J 3 Y U j N>a J a 00 LL ml J UUI �� " (� �wQU `nQrn d OI � tn-NN 'n�'uO U d F d� II �II N - - T t II �wcn Ina o - _ gU)o �4 W �Ln 1-d It II ~i n 0 MOza ,tea mwc(n32 0 w w w 0 0W� i[) Lr) IL d J II m C) < IN- d� (n �� W W U Y Z U N I O or (5 a U. CD M 0`1�11 o a 0 ONC AMC V� IO / ILTZ / a 0 CL rn U U N II ai it o Uja wwC) SEE VOLUME 2 FOR CITY OF KENT ONO/ IMPROVES � 56+00 1 1 1 0 1 d d lip � • 1�P�/%"ice ii • 0 ■ • /� �� • • O ^aapo m 00 CID �NCV = a H < Z m N N Ld CC D a U w CO Z < UU^^~ WV) CK < � x Cl) W W Q_ m Cn OmW o a W m_ I Q CD W 0 I rl m LLJ Z Q LIM King County METRO TESC NOTES 0 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH BASINS PER CITY OF RENTON STD PLAN 216.30 20 INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN 214.00 OINSTALL COMPOST SOCK PER WSDOT STD PLAN 1-30.40-02 _11� I 0' 20' 40' DEVELOPMENT ENGINEERING SCALE IN FEET Michael Sippo 09/11/2024 1 FR--4214124 METRO TRANSIT CAPITAL DIVISION DATE: RAPIDRIDE I LINE JUNE2024 RENTON SEGMENT DRAWING NO: TESC PLAN 1 EC1.17 108TH 51 +00 TO 108TH 56+00 SHEET NO: OF 124 473 J U W W 2 X 3 a Z O z W rK J X 3 a Z O z W ry JI W X a Z O z W ry CO 3 a Z O z W ry nI 0 X a O z J W U ry Q X a Z O z W J Q Z X 3 a Z O z W �I M 3 O C9 m CV N 00 0 W' X 3 a O ry a 3I O ry X a Z O z W 0 ry o > N d U X o a M Z J � � J Qi � X O U XO CD rn U o CC) J N Cl) wI o U Lu 0 m ry � m CY) Lo H o Sri 7; 3: Cl) o Y x o CD N 0 a= ~o Z W W � � J 0 0 X 2� W 66 (n �I LU LL C� W Q U a X 2i J U w w 2 C9 X 3 a Z O z w Of J X z O z w Of J w X z O z w ry X z O z w ry 0 X O z J w U ry Q a X a z O z w JI Q Z U' C9 X z O z w ry _. z O z w ry 3 O X a z O z w ry z O Q X a 0 ry C0 m N N 22 a Z O z w ry 0 X a O ry a �I O X 3 a Z Q O o z w N � U I d oCU X a J a� — a Z a U J O Q cli X U Cl) M a Lo m CD CO Ln CD O NI �Qw >'o r- mry rn o E m CU C'M 0 L? F-- c� o Y Cl) o� CZ)N 0 �CY5z a w a=3 w 0 o X . w 66 v) �' F- L O 0-0 w Q U a X 2E N O 0 W H AD -READY SUBMITTAL No. I REVISION BY I APP'D I DATE ON (425) 453-5000 1100 112TH AVE NE, SUITE 500 cobBELLEVUE, WA 98004 DESIGNED: 1 APPROVED: A. VILLAR G. FRANCO DRAWN: C. WILCOX CHECKED: PROJECT NO: J.LIM E00566E18 CHECKED: CONTRACT NO: l K.CHANG YUEN 1CxXxxxxxx 0 0 0 0 L0 0 J AVE S 14+00 SS LINE) I / / / / / / / LIM King County METRO PAVING GENERAL NOTES 1. SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES AND LEGEND. PAVING NOTES OCEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 OCEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 OPRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64 40 CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102 OCEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5 OCEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE PER CITY OF RENTON STD PLANS 104.1 AND 104.3 ODOWELED CURB PER METRO STD DETAIL D109 O8 RAISED BIKE LANE AT STATION, SEE DETAIL A/1 C5.01 9 CEMENT CONCRETE BUS PAD (12" PCCP CLASS C-1 OVER 6" CSBC) PER METRO STD DETAIL 2/D108A 10 PEDESTRIAN HANDRAIL PER CITY OF RENTON STD PLAN H024 11 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10 12 WOOD FENCE PER CIVIL DETAIL B ON SHEET 105.01 13 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62 14 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 15 TO RELOCATE EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH RECEPTACLE. 16 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 105.02. 17 CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 105.02. DEVELOPMENT ENGINEERING I Michael Sippo 09/11 /2024 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT PAVING PLAN 2ND 11 +00 TO LOG 14+50 SCALE: 1" = 20' R-4214126 DATE: JUNE 2024 DRAWING NO: 1 C2.01 A SHEET NO: OF 126 473 O N O O O N N a 1j J U w w 2 X 3 a Z z Nw Of X z 0 0 z wof W JI w X a z O F- z w ry LF X z O F- z w ry r' 0 X O z J w U ry Q X z O F- z w Of J Q z c� X z O F— Z w ry F' O C9 CV N oD z O F- z w ry 3I O X iz�) z O F- z w ry I z O F- F- X ry 0 Q) m CV N z O F- Z LU r' }I 0 X 3 O ry a 3I O X Z O F- z w ry o >I N d U X o a W z J J Qi � X O U XO CD " U o CC) J N Cl) 3: ryI o U LL.I 0 co ry � m L�o Lo M F- 3: M U c)l o Y X pj M CD _0 CD N 0 oz w c CD = w � � J 0 o X . w v> �I F- LL 0-0 w CD Q U a X / / LAK 16+74.12, 1.82' LT LAK 17+03.69, 1.15' LT "qPC / DO ^X / LAK 17+92.15, 29.10' RT R47.5' LAK 17+89.54, 33.92' RT LAK 17+93.06, 35.82' RT — — — — LAK 17+95.23, 31.82' RT S S f I 10+00 a I- 18+29 T P P T I AD -READY SUBMITTAL No. I REVISION y LAK 16+75.89, 17.82' LT BEGIN 2' GUTTER TRANSITION LAK 16+76.05, 19.29' LT 1 ,BEGIN LAK 16+77.93, 18.07' LT END 2' GUTTER TRANSITIO1 192305-9032 /GRA 10+85.16, 46.00' LT AP GRA 11+02.98, 46.00' LT N AP GRA 11+10.98, 48.00' LT O APB\) 0 4 C� y y y y y y y y y y �ci 6.0' GRA 11+23.76, 48.00' LT 0 EX ROW 1 U �V J� y V V V V �V �V �V �V �V W �VV J'V �Y J' �V y W �V W `Y y y a y y y y y y y y y y y y y y y y y y y y y „ y y y y y `�' y w y y y y y y y y L .�. J' I� J - V y _- — y — �V y y GRA 10+91.32, 18.00' LT PT P SD 0Fr-- BY I APP'D I DATE 111 D C Pd 0 4 4 D 1 1 .ODD D d ° T � �nFP W N Lli GRA 11+70.32, 39.50' LT R3780.5' PC 11+00 S 14 G RADY WAY _ 12+00 13+00 _ 0 (GRA-LINE) + Ir 4 GRA 13+71.32, 41.56' RT END Q 4 GRA 13+68.85, 41.57' RT BEGIN L LJ z _ J - P S� P P P p - F - P� T T - - -- U 0 0 4 �- - Q EX ROW El 192305-9102 � 192305-9103 � ON (425) 453-5000 1100 112TH AVE NE, SUITE 500 ,oacobsBELLEVUE, WA 98004 DESIGNED: A. VILLAR DRAWN: C. WILCOX CHECKED: J. LIM CHECKED: l K. CHANG YUEN APPROVED: G. FRANCO PROJECT NO: E00566E18 CONTRACT NO: CXXXXXXXX I I I I LIM King County METRO PAVING GENERAL NOTES 1. SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES AND LEGEND. PAVING NOTES OCEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 OCEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 OPRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64 40 CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102 OCEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5 OCEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE PER CITY OF RENTON STD PLANS 104.1 AND 104.3 ODOWELED CURB PER METRO STD DETAIL D109 0RAISED BIKE LANE AT STATION, SEE DETAIL A/105.01 CEMENT CONCRETE BUS PAD (12" PCCP CLASS C-1 OVER 6" CSBC) 9) PER METRO STD DETAIL 2/D108A 10 PEDESTRIAN HANDRAIL PER CITY OF RENTON STD PLAN H024 11 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10 12 WOOD FENCE PER CIVIL DETAIL B ON SHEET 105.01 13 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62 14 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 15 TO RELOCATE EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH RECEPTACLE. 16 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 105.02. 17 CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 105.02. DEVELOPMENT ENGINEERING Michael Sippo 09/11 /2024 til METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT PAVING PLAN GRA 10+00 TO GRA 14+00 4 0' 20' 40' SCALE: 1" = 20' R-4214127 DATE: JUNE 2024 DRAWING NO: 1C2.01 SHEET NO: OF 127 473 O N O O O N N Q J J U w w 2 X 3 a Z 0 z w Of J X z 0 z w of JI w X a z 0 z w ry LF X z 0 z w ry ry I 0 X 0 z J w U ry Q X z 0 z w Of J Q Z c� X z 0 z w _. 0 CV N 00 z 0 z w �I 0 X z 0 z w ry I z 0 X a 0 c m m CV N z 0 z w 0 X 3 0 ry a 3I 0 X z 0 z w ry N o > N d 0 X o W z J � J Qi � X U 0 0 U o CC) J N cl) 3: ryI o U.I LL 0 co ry LO m m ti N 0 LoL�� --- 3: cl) c)l o Y X pj M O 6 p N 0 oz w c C� = w � � J 0 0 X . w &5 v> �I LU � LL 0-0 w Q U a X n— o CV U W Lj (n W V / ry (D W _Z 1I GRA 15+12.38. 99.1 V RT AD -READY SUBMITTAL No. I REVISION U) W Q BY I APP'D I DATE G G 1 C6.02 PROPOSED ROW ON (425) 453-5000 1100 112TH AVE NE, SUITE 500 ,oacobsBELLEVUE, WA 98004 C GRA 18+32.63, 67.50' LT GRA 18+32 61 60 00' 1 T DESIGNED: I APPROVED: A. VILLAR G. FRANCO DRAWN: C. WILCOX King County CHECKED: PROJECT NO: J.LIM E00566E18 METRO l CHECKED: CONTRACT NO: K. CHANG YUEN CXXXXXXXX U Q PAVING GENERAL NOTES 1. SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES AND LEGEND. PAVING NOTES OCEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 OCEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 OPRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64 40 CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102 OCEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5 OCEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE PER CITY OF RENTON STD PLANS 104.1 AND 104.3 ODOWELED CURB PER METRO STD DETAIL D109 0RAISED BIKE LANE AT STATION, SEE DETAIL A/105.01 9 CEMENT CONCRETE BUS PAD (12" PCCP CLASS C-1 OVER 6" CSBC) PER METRO STD DETAIL 2/D108A 10 PEDESTRIAN HANDRAIL PER CITY OF RENTON STD PLAN H024 11 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10 12 WOOD FENCE PER CIVIL DETAIL B ON SHEET 105.01 13 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62 14 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 15 TO RELOCATE EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH RECEPTACLE. 16 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 105.02. 17 CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 105.02. DEVELOPMENT ENGINEERING ` IL Mic haell Sippo 09/11 /2024 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT PAVING PLAN GRA 14+00 TO GRA 19+00 SCALE: 1" = 20' R-4214128 DATE: JUNE 2024 DRAWING NO: 1 C2.02 SHEET NO: OF 128 473 O N O O O N N Q J J U w w 2 C9 X 3 a Z z NW Of X a z 0 0 z WOf W H J W X z O F- z w ry X z O z W ry r' 0 X O z J W U ry Q a z O F- z W JI Q Z C9 a z O F- z w ry F' X a O N N C2 z O F- 2-7 w ry 3 O X z O F- z w Of 1 O H X a 0 ry m CY) N N z O F- z w ry 0 X O ry a 3 O X 3 a Z O F- co z O W N � U I d o X a ca i:�) J - a Z a U J O Q N X U Cl) M a COL0o o rn O CO 1_0 O (DN �Qw L o r- mry, rn o E m C E oo Y N O CD O N 0 Wiz a w a. (D =3 w o X W &5 v) �I F- L O w Q U a X 2E O N U 2 W _ W 2 W W LO V (� W ) O p° n CO W w y O W W �O I N O O CY _ 00 - U W _Z J C.) SD 5Q �I po GRA 19+30.76, 67.50' LT GRA 19+30.76, 60.00' LT GRA 19+56.50, 54.50' LT GRA 19+61.58, 51.00' LT 2 END GRA 19+91.89, 51.00' LT 2 BEGIN 4 GRA 19+96.96, 54.51' LT GRA 20+21.12, 67.50' LT ❑ GRA 20+21.05, 60.00' LT • P' 1 1 �i e - • i 2a 1 C9.01 �o GRA 21+60.06, 57.50' LT 1� POSED ROW 4 ro F-7 F EX ROW W W W T T W W O T N CV 1 R3780.5' 20+00 _ 21+00 P P P P -T 0 0 0 0 - h clii305-9023 AD -READY SUBMITTAL No. I REVISION BY I APP'D I DATE 2 GRA 22+17.05, 62.91' LT END 2 2 GRA 22+17.06, 53.00' LT BEGIN GRA 22+10.97, 51.00' LT AP Z. GRA 21+98.77, 57.50' LT END N W Tv W- GRA 21+98.77, 54.50' LT S G RADY WAY (GRA-LINE) Tm mel O 0 (425) 453-5000 1100 112TH AVE NE, SUITE 500 BELLEVUE, WA 98004 0 0 0 0 T GRA 23+22.16, 49.93' LT 5-9070 CCC1yqRA 23+85.79, 41.39' LT END/END/BEGIN 1 S1.09 7 9 d- O W N W � W U r _W ° D VV LAJ T o N LIJ Ln 1 W GRA 23+46.38, 17.50' LT w 0 GRA 23+24.14, 39.50' LT (I� 5 PT GRA 23+30.22, 39.73' LT 24 1 C9.02 END/BEGIN/BEGIN 1 7 9 _ 22+00 TYPE C21B 23+00 O GRA 23+79.50, 50.50' RT O 1 7 9 GRA 23+09.43, 50.50' RT + END/BEGIN/BEGIN GRA 23+63.71, 50.50' RT N 7 9 1 GRA 22+57.44, 40.67' RT GRA 22+96.35, 50.50' RT BEGIN 4:1 TAPER END 4:1 TAPER 9 END/END/BEGIN Q 0 1 � GRA 22+47.54, 40.64' RT 1 4 0 1 BEGIN w N o p L6J _ W _ p R25.0' ° D W T O' D p O p R 15.0' - oO p U W W � P W® o W y y y Q P P GRA 22+61.18, 68.18' RT W 14 7 y y y y � BEGIN o 4 y 1 S1.10 PROPOSED ROW y y GRA 22+62.87, 69.19 RT y PC R5.0' 2 2 GRA 23+55.25, 62.49' RT \ / \ BEGIN GRA 22+69.00, 68.22' RT 2 GRA 23+53.37, 66.00' RT PT APGRA 23+60.75, 68.87' RT GRA 22+70.16, 66.92' RT PC D212�� GRA 22+81.06, 62.00' RT PT GRA 23+69.66, 61.00' RT CGRA 22+96.18, 62.00' RT AP GRA 23+79.50, 64.00' RT PC AP GRA 23+22.13, 41.00' LT AP \ GRA 23+15.94, 53.00' LT 1 GRA 22+81.86, 57.47' LT AP END 1 GRA 22+62.52, 53.00' LT \ AP 23+14.03, 45.00' LT BEGIN 1923 -9070 14 1 I 4 02 (� WAll W ° 45.0' P .° T AN DESIGNED: APPROVED: A. VILLAR G. FRANCO DRAWN: C. WILCOX CHECKED: PROJECT NO: J.LIM E00566E18 CHECKED: CONTRACT NO: l K.CHANG YUEN CXXXXXXXX LIQ King County METRO PAVING GENERAL NOTES 1. SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES AND LEGEND. PAVING NOTES OCEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 (DCEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD OPRECAST PLAN F-10.64 40 CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102 OCEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5 OCEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE PER CITY OF RENTON STD PLANS 104.1 AND 104.3 N 07 DOWELED CURB PER METRO STD DETAIL D109 r r O8 RAISED BIKE LANE AT STATION, SEE DETAIL A/1 C5.01 O r OCEMENT CONCRETE BUS PAD (12" PCCP CLASS C-1 OVER 6" CSBC) N V PER METRO STD DETAIL 2/D108A GPEDESTRIAN HANDRAIL PER CITY OF RENTON STD PLAN H024 11 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10 N 0WOOD FENCE PER CIVIL DETAIL B ON SHEET 105.01 M r 13 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62 0 O O 14 ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG 9 58H-22 OVER 4-IN CSBC. N 15 SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. METRO TO RELOCATE EXISTING SHELTER ON SHELTER FOOTING AND a EXISTING TRASH RECEPTACLE. CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D 16 ON SHEET 105.02. O 0 O17 CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 105.02. O O N N a DEVELOPMENT ENGINEERING n,77 Michael Sippo 09/11 /2024 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT PAVING PLAN GRA 19+00 TO GRA 24+00 0' 20' 40' SCALE: 1" = 20' FR--4214129 DATE: JUNE 2024 DRAWING NO: 1 C2.03 SHEET NO: OF 129 473 J U w w 2 X 3 a Z z Nw Of X ai Q z � 0 0 z wof W JI w Imm X a z 0 F- z w ry LF X 3 z 0 F- z w ry r' 0 X 0 z J w U ry Q z 0 F- z w Of J Q z c� z 0 F- Z w ry FI X 0 CV N M z 0 F- z w Of 3I 0 X z 0 F- z w ry I z 0 F- F- X ry 0 _ m m CV N z 0 F- z w Of }I 0 X 0 a_ 3I 0 X z 0 F- z w o >I U d X o a W z J � J Qi � X O U 0 0 U o pp J N Cl) 3: ryI o U LL.I 0 co ry � m M _ 0 �j M F- � U cal o Y X pj M O -6 p N 0 oz w c CD = w � � J 0 o X . w v> �I F- LL 0-0 w CD Q U a X I EX ROW 1�V 4 I N=175703.975 4.0' E=1300407.107 2.3' Q7 7 I— W I 0 o L-B 10+35.24, 76.05' LT BEGIN TAL-B 10+16.79, 75.45' LT 0 0 + 0- CO 4 N U I I O 4 ® � T LiJ -02 T 0 0 ,- --- T m GRA 25+45.36, 28.65' LT Lw GRA 25+56.53, 81.21' LT 1 � BEGIN „ GRA 25+05.28, 22.71' LT i' LiJ GRA 24+77.10, 77.93' LT 1 Z END J 10 0 = M o N 0 GRA 25+04.88, 42.70' LT Q GRA 24+88.70, 42.35' LT o CD l\\ IF .11111111 1• • O •1 I C�_ a- TAL-B 10+18.56, 25.00' LT 6� �- 11 +00 TAL-B 10+27.45, 20.08' RT TAL-B 10+47.47, 20.12' RT 2 1 C 10.04A TAL-B 10+47.31, 35.12' RT G S�D - � S D 2 Io- G C W h✓ ° D i 2 bV � o ke 0 ,•'3014 �r ■• \T I� o _ 1 • •• 11 - AD -READY SUBMITTAL No. I REVISION BY I APP'D I DATE If — SD — G T TALBOT RD a 0 w m PAVING GENERAL NOTES 1. SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES AND LEGEND. PAVING NOTES Lv CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF O Ld RENTON STD PLAN 101 — IV\ M _ V) I O CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN N=175629.965 101 E=13001 19.693 LiJ PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD Z 3 PLAN F-10.64 EX ROW P �d a::4 CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102 N m� PU 1 I- O CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE PER CITY < OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5 OCEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE PER CITY OF RENTON STD PLANS 104.1 AND 104.3 Q N 07 DOWELED CURB PER METRO STD DETAIL D109 TAL-B 13+87.99, 90.50' LT r TAL-B 13+84.35, 70.18' LT O8 RAISED BIKE LANE AT STATION, SEE DETAIL A/105.01 Q Q 1 TAL-B 13+68.54, 73.92' LT r END 9 CEMENT CONCRETE BUS PAD (12" PCCP CLASS C-1 OVER 6" CSBC) N TAL-B 13+63.23, 72.98' LT 0 PER METRO STD DETAIL 2/D108A V 0 C2915460-0010� P PEDESTRIAN HANDRAIL PER CITY OF RENTON STD PLAN H024 aS TAL-B 13+47.64, 58.50' LT y y y y SAP - _ P - 11 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10 n ' 'v 06 WOOD FENCE PER CIVIL DETAIL B ON SHEET 105.01 M T y y 1 4/ �� — Ty y y y y y - 1 U 13 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62 Q t\ T- R742.0' T T T 1 O T , - T P T T �1 C6.05 L�/ 14 ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG 58H-22 OVER 4-IN CSBC. qrm T T N T TAL B 12+ 30.53, 42.00 LT TAL_ B 13+ 31.95, 42.50 LT T T � SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. METRO a PC TAL-B 13+36.66, 42.00' LT PRC 15 TO RELOCATE EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH RECEPTACLE. TALBOT RD S 12+00 13+00 C/) (TAL-B-LINE) - 16 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D - ON SHEET 105.02. Q TAL-B 11 +52.57, 49.05' RT - G - - G G O 17 CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SD G- (425) 453-5000 1100 112TH AVE NE, SUITE 500 BELLEVUE, WA 98004 G + SHEET 105.02. TAL-B 12+12.34, 35.42' RT SD SD SD G G SID � N SD G — G G N 10.0' o TAL-B 12+50.37, 49.57' RT - G - `14 10.0' TAL-B 13+79.19, 48.85' RT- 4 Q J W Co �! 0 - W J TAL-B 11 +99.79, 49.55' RT 4 ¢ EX ROW 10 0,- U TAL-B 11 +70.88, 49.09' RT y y y i• 1 END PROPOSED ROW TAL-B 11 +52.55, 55.55' RT 0 PT DESIGNED: A. VILLAR DRAWN: C. WILCOX CHECKED: J. LIM CHECKED: l K. CHANG YUEN 19230579023 APPROVED: G. FRANCO LIQ King County PROJECT NO: E00566E18 MET CONTRACT NO: CXXXXXXXX DEVELOPMENT ENGINEERING ` + Michael Sippo 09/11 /2024 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT PAVING PLAN GRA 24+00 TO TAL-B 14+00 0' 20' 40' SCALE: 1" = 20' R-4214130 DATE: JUNE 2024 DRAWING NO: 1C2.04 SHEET NO: OF 130 473 J U w w 2 U.) 3 a Z z Nw Of x O z O 0 z wof W JI w Imm x a z O F- z w ry LF x z O F- z w ry r' 0 x O z J w U ry Q z O F- z w Of J Q z c� Z O F- Z w ry F' x O CV N z O F- z w ry 3 O x z O F- z w ry i z O F- F- a C O c y m CV N z O F- z w ry 0 x O ry a_ 3 O x Z O F- z w o >I U � x 0 J Z Qi a x o UOo N pop J N o U w Cm� �Ece) CO o 3v X C" O O N 0 a)oz w _(Lug Y � J 0 0 x 31 H w w Q c9 U d x L \ TAL-B 16+59.06, 41.00' LT TAL-B 17+01.59, 98.23' LT \ 1 TAL-B 17+17.88, 102.30' LT PCC END 16.8 ' TAL-B 16+44.74, 57.50' LT PT AP a I Ca 202305- 9007 TAL-B 14+03.83, 88.24' LT 1 ¢ BEGIN 4 TAL-B 16+43.81, 49.50'LT 1 07 1 2, TAL-B 14+11.09, 74.96' LT 1 AP 5 PC TAL-B 14+30.48, 57.50' LT y y \ y yy y y y y TAL-B 17+84.58, 43.61' LT PT y y> - y y y- �` y y y R75.0', �o 2 TAL-B 14+34.27, 41.00' LT y y y y y y y y y y� y D D° D °. d p ° p y y y y y y _ 9 TAL-B 17+88.68, 40.75' LT y y 1 C6. PRC �, - y y �y_� y ° D ° D DQ. d D d D y y y D C y - y � �. D ., y y y y I y y y y dd3 y y y y y y d D EX ROW /O D y R22.0' y y y �%. .\ S•°' '✓ . D J• Q� V y y `y y y y y y y y y 'v y y p `\ 1 v y D ?d D LLBB v y y y O y y y y y Y y y v y O O `I v I1 d y y y� � 8� �• y y y ,, y y y ----- � � -- - y P y O - P TAL-B 16+97.73, 27.96' LT f- D. oy r' P 1J d D. �, p .. y .y v y _ PC V ° y yp IL --- �.d D y y P T � '� - (IS P Ld 1 = rn SS R741.0' AA �------- � TAL-B 15+36.74, 20.86' LT 5 0' TAL-B 15+41.57, 6.14' LT 13 SS M - SS -- TAL-B 16+55.58, 18.54' LT TAL-B 16+97.73, 18.46' LT W W 13 TAL-B 15+36.61, 5.68' LT L ENS 16+00 - PT SS TAL-B 17+85.61, 34.17 LT �L�n� v/ Cn R727.0' BEGIN_ _ � - _ _ 1 +00 SS -�• � TAL-B 17+79.86, 36.85' LT r r TAL-B 15+41.56, 2.35' LT 13 TAL-B 16+65.42, 28.70' RT AL - _ I B O T ' R `D S 1 + SS -� END PT _ 8 00 - 13 TAL-B 15+36.57, 1.35' LT TAL-B 16+07.21, 41.70' RT TAL-B 16+65.42, 41.70' RT (TAL-B-LINE) - _ CD R671.5' PCC PT LO \ TAL-B 15+36.37, 18.69' RT + R658.5' O 00 TAL-B 15+11.49, 28.69' RT '� G' • . •� ' ' ' •. ' ' '• • ' ' •. ' ' '. ' • •. ' . ' • . • . 00 G, ' 0 j G= PC o as P o P d d G• . �C + / P M d . ' . ' . ' m TAL-B 14 68.70, 45.34' RT TAL-B 15+11.20, 44.98' RT d 1 P - BEGIN D Q T D o TAL-B 14+47.32, 46.25' RT o -_ - o D D-y y y y y y y o 1' i D ° -- \ -� y '� y y y y �c .p a 22.0' ° o ~ y + _ _ --- � � D y y y y y y y y �^ LLJ y y L y - 2 /' y P P y 2p 0' y P P y PROPOSED ROW 14 T T T T = y y y y y y yy 2 y P 1P y y 1 = OW P 1 C6.06 1 y 2 TAL-B 15+85.11, 61.85' RT 2 5® 4 14 15 C)EX ROW �- BEGIN 1 C9.03 E- 2 P TAL-B 15+38.91, 75.37' RT TAL-B 15+84.22, 71.46' RT TYPE C2 0 5 16 Q C)1 END PT ¢ 1 C9.0 4 FM PE C2 �� TAL-B 15+68.44, 71.99' RT R3.0 TAL-B 15+85.71, 79.73' RT TAL- 18+15.98 50.22' RT - 1 2 PCC END BEGIN R5.0' ' IV 11 TAL-B 15+78.20, 76.01' RT 0.72' RT TAL-B 15+71.42, 75.46' RT BEGIN PT PC I 192305-9094 PAVING GENERAL NOTES 1. SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES AND LEGEND. PAVING NOTES OCEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 OCEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 OPRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64 40 CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102 OCEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5 OCEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE PER CITY OF RENTON STD PLANS 104.1 AND 104.3 N ODOWELED CURB PER METRO STD DETAIL D109 r r O8 RAISED BIKE LANE AT STATION, SEE DETAIL A/105.01 0 r OCEMENT CONCRETE BUS PAD (12" PCCP CLASS C-1 OVER 6" CSBC) N V PER METRO STD DETAIL 2/D108A (311PEDESTRIAN HANDRAIL PER CITY OF RENTON STD PLAN H024 11 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10 N 12 WOOD FENCE PER CIVIL DETAIL B ON SHEET 105.01 13 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62 O 0 14 ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG r 58H-22 OVER 4-IN CSBC. N ce 15 SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. METRO TO RELOCATE EXISTING SHELTER ON SHELTER FOOTING AND a EXISTING TRASH RECEPTACLE. CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D O 16 ON SHEET 105.02. O17 CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON 0 SHEET 105.02. 0 O N N J 0' 20' 40' DEVELOPMENT ENGINEERING ' + SCALE: 1" = 20' Michael Sippo 09/11 /2024 FR--421413-11 DESIGNED: APPROVED: METRO TRANSIT CAPITAL DIVISION DATE: AD -READY SUBMITTAL ' JUNE 2024 . �• A. VILLAR G. FRANCO (400 1 53-50002TH AVE NE, SUITE 500 ei ,91 DRAWN: RAP I D RI D E I LINE BELLEVUE-.Oaco s, WA 98004 A0 C. WILCOX King County CHECKED: PROJECT N0: LQRENTON SEGMENT DRAWING N0: np��-�� MET `��' No. REVISION BY APP'D DATE TAL-B 14+00 TO TAL-6 18+50 � J. LIM E00566E18 PAVING PLAN 1 C2.05 6/13/24 CHECKED: CONTRACT N0: SHEET N0: OF K.CHANG YUEN CXXXXXXXX 131 473 J U w w 2 X 3 a Z z Nw Of ry o � X O Z Q O z Ww Of JI w X a z O F- z w Of I J X z O z w ry LF X z O F- z w Of 0 X z O F- z w Of F' X z O F- z w Of J Q z X O LL z J w U ry Q d X a O C9 N N 00 z O F- z w ry I z O F- a c 0 c m 00 CV N z O F- z w 3 O X 3 O ry a 3I O X Z O F- z w ry o >I U d X o a J LD J Qi X O U 0 0 m U o CC) J N Cl) 3: �I o U LL.I 0oory � m Lo�o 0 U 0� o Y X pj M O -6 CD N 0 oz w c C� = w � � J 0 0 X . w 66 v> �IF-- LLC7 0-0 w Q U a X Ln 0 N U LJ Ld I Cn Ld LJ V ) 40 IRS U Q No. TAL-B 18+76.40, 36.32' LT TAL-B 18+76.36, 30.43' LT TAL-B 18+86.18, 36.02' LT TAL-B 18+86.36, 30.38' LT TAL-B 18+64.00, 6.50' LT TAL-B 18+64.00, 18.72' RT AD -READY SUBMITTAL REVISION EX ROW BY I APP'D I DATE I A— SD u a W -W 21+00 i ca192305-9001 I 0 II II I (425) 453-5000 1100 112TH AVE NE, SUITE 500 ,jacobsBELLEVUE, WA 98004 TAL-B 22+06.49, 51.75' LT TAL-B 21 +92.48, 51.65' LT TALBOT RD S 22+00 DESIGNED: A. VILLAR DRAWN: C. WILCOX CHECKED: J. LIM CHECKED: l K. CHANG YUEN d � d TAL-B 22+04.25, 41.91' LT TAL-B 22+04.29, 35.83' LT TAL-B 21 +98.21, 35.84' LT I N "I APPROVED: G. FRANCO PROJECT NO: E00566E18 CONTRACT NO: CXXXXXXXX 1 \ TAL-B 22+63.41, 86.40' RT TAL-B 22+54.44, 87.08' RT '— TAL-B 22+49.71, 87.53' RT P END I la I LIQ King County METRO M — M d 1 PAVING GENERAL NOTES 1. SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES AND LEGEND. PAVING NOTES OCEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 OCEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 OPRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64 40 CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102 OCEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5 OCEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE PER CITY OF RENTON STD PLANS 104.1 AND 104.3 07 DOWELED CURB PER METRO STD DETAIL D109 0RAISED BIKE LANE AT STATION, SEE DETAIL A/105.01 CEMENT CONCRETE BUS PAD (12" PCCP CLASS C-1 OVER 6" CSBC) 9) PER METRO STD DETAIL 2/D108A 10 PEDESTRIAN HANDRAIL PER CITY OF RENTON STD PLAN H024 11 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10 12 WOOD FENCE PER CIVIL DETAIL B ON SHEET 105.01 13 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62 14 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 15 TO RELOCATE EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH RECEPTACLE. 16 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 105.02. 17 CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 105.02. DEVELOPMENT ENGINEERING :01 Michael Sippo 09/11/2024 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT PAVING PLAN TAL-B 18+50 TO TAL-B 23+50 -ta I 0' 20' 40' SCALE: 1" = 20' FR--4214132 DATE: JUNE 2024 DRAWING NO: 1 C2.06 SHEET NO: OF 132 473 J U W W 2 Cn X 3 a Z O z W rK ry I 0 X 3 a Z O z W JI W X 3 a Z O z W ry I J X 3 a Z O z W ry CO a Z O z W z� 3 a O ry Cn m N N 00 a Z O z W ry I z O Q Cl? X 3 a c 0 c m 00 Cl? m CV CV co O) a z O Z LU W' 3I O W' X 3 a O ry a 3I O ry X a Z O z W ry ti I o > N d U X o, a ca Z J LD � J Qi O U XO o rn U o CC) J N Cl) 3: wI o U LL.I co 0 m ry LLO m m ti CV 0 Lo O ti � U I o Y X o CD N 0 � ~o Z W W J 0 0 X 2� W Cn �I LL C� 0-0 W Q U a X 2i J U w w 2 X 3 a Z 0 z w Of r' 0 X z 0 z w Of JI w X a z 0 z w Of I J X z 0 z w ry LF X z 0 z w 0 X 3 Z 0 z w n' X 3 Z 0 z w J Q z c� X 0 LL z J w U ry Q d X a 0 C9 N N 00 z 0 z w ry I z 0 Q a c 0 c m 00 m CV CV co z 0 z w 3' 0 X 3 0 ry a 3I 0 X Z 0 z w ry o >I N d U X o a J LD J Qi � X O U 06 M U o pp J N o U w co 0 m ry LO goo Lo � � U X pj M O 6 CD N 0 a= w w � � J w v> LL 0-0 w Q U a X N O 0 W H AD -READY SUBMITTAL No. I REVISION TAL-21 25+74.35, 42.55' RT BY I APP'D I DATE TAL-21 25+96.91, 8.58' RT TAL-21 25+88.35. 15.82' RT so (425) 453-5000 1100 112TH AVE NE, SUITE 500 cobBELLEVUE, WA 98004 TAL-21 27+76.64, 13.31' RT DESIGNED: I APPROVED: A. VILLAR G. FRANCO DRAWN: C. WILCOX CHECKED: PROJECT NO: J.LIM E00566E18 CHECKED: CONTRACT NO: K. CHANG YUEN CXXXXXXXX TAL-21 28+29.93, 11.34' RT LIQ King County METRO PAVING GENERAL NOTES 1. SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES AND LEGEND. PAVING NOTES OCEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 OCEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 OPRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64 0 CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102 OCEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5 OCEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE PER CITY OF RENTON STD PLANS 104.1 AND 104.3 ODOWELED CURB PER METRO STD DETAIL D109 0RAISED BIKE LANE AT STATION, SEE DETAIL A/105.01 9 CEMENT CONCRETE BUS PAD (12" PCCP CLASS C-1 OVER 6" CSBC) PER METRO STD DETAIL 2/D108A 10 PEDESTRIAN HANDRAIL PER CITY OF RENTON STD PLAN H024 11 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10 12 WOOD FENCE PER CIVIL DETAIL B ON SHEET 105.01 13 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62 29+00 14 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 15 TO RELOCATE EXISTING SHELTER ON SHELTER FOOTING AND _ EXISTING TRASH RECEPTACLE. 16 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 105.02. 17 CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 105.02. 0' 20' 40' DEVELOPMENT ENGINEERING SCALE: 1" — 20' Michael Sippo 09/11 /2024 FR-4-214134 METRO TRANSIT CAPITAL DIVISION DATE: RAPIDRIDE I LINE JUNE2024 RENTON SEGMENT DRAWING NO: PAVING PLAN 1 C2.08 TAL-21 24+00 TO TAL-21 29+00 SHEET NO: OF 134 473 O N O O O N N Q J J U W W 2 Cn X 3 a Z O z W rK ry I 0 X 3 a Z O z W JI W X 3 a Z O z W ry I J X 3 a Z O z W ry CO a Z O z W z� 3 a O ry Cn m N N 00 a Z O z W ry I z O Q Cl? X 3 a c 0 c m 00 Cl? m CV CV co O) a z O Z LU W' 3I O W' X 3 a O ry a 3I O ry X a Z O z W ry rn I o > N d U X o, a ca Z J LD � J Qi O U XO CD rn U o CC) J N Cl) 3: wI o U LL.I co 0 m ry � m ti oLo 0 o � U I o Y X o CD N 0 � ~o Z W W J 0 0 X 2� W Cn �I LL C� 0-0 W Q U a X 2i J U w w 2 U.) 3 a Z 2-1N w o � X O Z Q 0 z w LV JI w x a z O z w J x a z O z w ry cn z O z w 0 x i:�) z O z w rK x a z O z w ofl z c� X 7 O z J w U x 0 N N 22 z O z w ry Z O Q H C9 col 0 > N N C2 z 0 0 z w ry 3:I O x O ry a 3:1 O x 3 a Z O F- LU N U ry I o x S_ ca i:�) J - a m z a CD O J Q c"i X U r cl a �Lo o m O O O NI �Qw L �o r- mry rn o E m cucl Lo CV c� o Y o o� CDN 0 ��z a a w c (D w ,1 � J o ci X � Lu v) �'LL LU O w Q U a x 2E I I I I 855860-0035 TAL-21 71 +75.71, 30 00' LT TAL-21 71 +67.83, 31.00' L 11 TTr AP BEGIN TAL-21 71 +69.71, p 2 .00' LT TAL-21 71+62.78, 30.00'TAP AP ® 14.2' 6.1' CV OL 71+00 TAL-21 71+69.71, 19.50'LT 2 BEGIN TAL-21 71+69.71, 14.50'LTs Eas 2 y BEGIN 1 TAL-21 72+59.49, 72.05' LT c TAL-21 72+60.12, 65.98' LT PT TAL-21 72+51.16, 58.12' LT PC TAL-21 72+46.65, 58.70' LT 855860-0040 1 TAL-21 72+54.59, 45.59 LT END TAL-21 72+48.99, 46.30' LT TA0L-21 72+52.96, 31.00' LT 11 END TAL-21 72+30.71, 30.00' LT AP 11 1S1.17 4 ,v yv .r.nr.:..r.�.r.�...�...�.r.r�.. ___. s...• O_TLAL-21 72+36.71, 19.50' LT END �BEGIN- 2 TAL-21 72+36.715 14.50' LT END AD -READY SUBMITTAL •• 1 CIS M I I I TAL-21 72+80.12, 75.24' LT I TAL-21 72+83.97, 53.46' LT 855860-0125 PC TAL-21 72+99.08, 50.29' LT I PT I TAL-21 73+01.96, 55.39' LT TAL-21 73+11.92, 31.52' LT 1 BEGIN TAL-21 73+15.38, 34.64' LT TAL-21 73+23.24, 26.59' LT TAL-21 73+30.21, 26.71' LT 0 4 1 y y 1 �_/7J C6.11 IC( TAL-21 72+36.71, 10.47' LT AP No. I REVISION I BY I APP'D I DATE 1 1 0 0 o 302305-9044 I I I 855860-0130 TAL-21 73+67.00, 25.00' LT AP TAL-21 73+73.00, 27.00' LT AP 1i 106. TAL-21 73+78.00, 27.00' LT AP 1 TAL-21 73+78.00, 19.50' LT 1 END�- y y TAL-21 73+82.93, 20.32' LT D \ TAL-21 74+47.46, 14.53' RT a 2 BEGIN -M rn O 1 TAL-21 74+47.46, 19.53' RT END 74+00 - BEGIN TAL-21 74+45.46, 16.53' RT SS o D o y y � y TAL-21 74+43.46, 28.03 RT I y 3.0' AP _ I 7.0' TAL-21 74+53 46 30 03' RT H Cn ti M U) AP TAL-21 73+67.15, 49.18' RT 1 BEGIN I EX ROW I (425) 453-5000 1100 112TH AVE NE, SUITE 500 BELLEVUE, WA 98004 855860-0135 I C�I v� EX ROW TAL-21 75+16.46, 11.04' RT 2 TAL-21 75+14.46, 14.54' RTC END TAL-21 75+14.46, 19.54' RT - U2j END BEGIN 1 S1.18 75+00 V A C8)--\ - S S rt - I I I 0 I I U I = 000 M CJ� 0 I I 1� TAL-21 76+11.87, 21.96' RT . END TAL-21 75+82.18, 12.39' RT -M -W TAL-21 75+57.25, 11.04' RT 0 76+00 Lf)>S SS 2 1 4 106.13 �R.�..�..)...r..r..r..r..r. ice- .• II • 1 �wv� FQ_ a Cl302305-9109 EbLA L-21 75+85.33, 46.25' RT BEGIN TAL-21 76+02.75, 29.19' F AP TAL-21 76+07.77, 28.80' RT AP H U �M W � M �./n DESIGNED: APPROVED: A. VILLAR G. FRANCO DRAWN: C. WILCOXLQ King County CHECKED: PROJECT NO: MET J.LIM E00566E18 CHECKED: CONTRACT NO: l K.CHANG YUEN CXXXXXXXX PAVING GENERAL NOTES 1. SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES AND LEGEND. PAVING NOTES OCEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 OCEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 OPRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64 40 CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102 (DCEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5 OCEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE PER CITY OF RENTON STD PLANS 104.1 AND 104.3 07 DOWELED CURB PER METRO STD DETAIL D109 RAISED BIKE LANE AT STATION, SEE DETAIL A/1 C5.01 O8 9 CEMENT CONCRETE BUS PAD (12" PCCP CLASS C-1 OVER 6" CSBC) PER METRO STD DETAIL 2/D108A 0PEDESTRIAN HANDRAIL PER CITY OF RENTON STD PLAN H024 0 0CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10 0 12 WOOD FENCE PER CIVIL DETAIL B ON SHEET 105.01 13 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62 0 14 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 0TORELOCATE EXISTING SHELTER ON SHELTER FOOTING AND 0 EXISTING TRASH RECEPTACLE. O CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D 0 16 ON SHEET 105.02. 17 CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 105.02. 0 LC) FDEVELOPMENT ENGINEERING Michael Sippo 09/11 /2024 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT PAVING PLAN TAL-21 71+00 TO TAL-21 76+00 0' 20' 40' SCALE: 1" = 20' FR-4214136 DATE: JUNE 2024 DRAWING NO: 1C2.10 SHEET NO: OF 136 473 N M O O 0 N IL J U w w 2 X 3 a Z z Nw O Of o � X O Z Q O z LVw Jof I w X a z O F- z w J X a z O z w ry LF X z O F- z w ry 0 X a Z O F- z w rK F' a z O F- z w Of Q z c� X O w z J w U ry Q X 0 N N a Z O F- z w ry z O Q X 0 ry m N N a Z O F- z w ry 3: O X a O ry 0- 3: O X 3 a Z O F- _ z w N U �I d o X a ca li:�) J — a Z a O O J Q N X U o0)o O CD Ln N �Qw -,,o r- mry rn Ln o E m CUco 'i'tF- co Y o o� CZ) 0 Wiz a w a=3 w 1 J o � X i�: w v) �' F- L O 0-0 w Q U a X 2E 86+00 16�6a� op3o .:•/ I MLBOT RD S 87+00 (TAL-21—LINE) \_ EX ROW AD -READY SUBMITTAL No. I REVISION BY I APP'D I DATE Ali s o � c �0 cn 0 o 0 TAL-21 88+74.28, 32.42' LT 'c--n' Ln I \ TAL-21 88+80.28, 21.92' LT o IEND oo PROPOSED ROW BEGIN 1I I 4 jAL-21 88+13.28, 21.92' LT 1S1.20TAL-21 88+87.28, 14.92'LT �END BEGIN 4 28 ITAL-21 88+96.28, 21.92'LTEND CD AL-21 88+08.28, 21.92' LT _ y C6.14 BEGIN o d D .O o D 4 Lq- � - - 2 TAL-21 88 SEND +13.28, 16.92' LT ; ' T TAL-21 88+80.28, 16.92J. BEGIN 2 / ' wl • 0 88+00 ' TAL-21 88+28.21, 6.92' LT ; • ; ;. .. - TAL-21 88+28.22, 15.04' RT : ' - TAL-21 88+87.27, 14.99'RT . 4 0 2 TAL-21 88+34.23, 17.04' RT ; ; ; 2 . ; ; . 8 `�' 4 BEGIN �6.0' 1 TAL-21 88+28.24, 22.04' RT `4 BEGIN 6.0' D 0 D � D 5.0 , 1 2 TAIL -21 88+34.24, 22.04' RT END _ BEGIN 1S1.1 TAL-21 88+95.24, 32.50' RT (425) 453-5000 1100 112TH AVE NE, SUITE 500 ,jacobsBELLEVUE, WA 98004 F1'C 6 - I 4 U o- X TAL-21 89+31.28, 6.92' LT I— TAL-21 89+31.28, 7.00' RT � -TAL-21 89+13.50, 22.03' RT N ED 1 a 1 KKK._ . \� : • `• �` � 1. 2 44, 2 11�ff 11 WL BEGIN DESIGNED: A. VILLAR DRAWN: C. WILCOX CHECKED: J. LIM CHECKED: l K. CHANG YUEN APPROVED: G.FRANCO PROJECT NO: E00566E18 CONTRACT NO: CXXXXXXXX rd 3�23�5 913R M M 90+00 AA 1 1 V_ 85161 �p20 0 King County METRO PAVING GENERAL NOTES 1. SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES AND LEGEND. PAVING NOTES OCEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 OCEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD OPRECAST PLAN F-10.64 40 CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102 OCEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5 OCEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE PER CITY OF RENTON STD PLANS 104.1 AND 104.3 ODOWELED CURB PER METRO STD DETAIL D109 O8 RAISED BIKE LANE AT STATION, SEE DETAIL A/1 C5.01 9 CEMENT CONCRETE BUS PAD (12 PCCP CLASS C-1 OVER 6 CSBC) PER METRO STD DETAIL 2/D108A 10 PEDESTRIAN HANDRAIL PER CITY OF RENTON STD PLAN H024 11 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10 12 WOOD FENCE PER CIVIL DETAIL B ON SHEET 105.01 13 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62 14 ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG 58H-22 OVER 4-IN CSBC. 91+00 _ ~ 15 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 16 ON SHEET 105.02. 0CEMENT 0 CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 105.02. Wm a DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 •' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT PAVING PLAN TAL-21 86+00 TO TAL-21 91+00 0' 20' 40' SCALE: 1" = 20' R-4214137 DATE: JUNE 2024 DRAWING NO: 1C2.11 SHEET NO: OF 137 473 J U W W 2 Cn X 3 a Z O z W rK ry I 0 X 3 a Z O z W JI W X 3 a Z O z W ry I J X 3 a Z O z W ry CO a Z O z W z� 3 a O ry Cn m N N 00 a Z O z W ry I z O Q Cl? X 3 a c 0 c m 00 Cl? m CV CV co O) a z O Z LU W' 3I O W' X 3 a O ry a 3I O ry X a Z O z W ry CI-4 I N d U X o, a ca Z J LD � J Qi O U XO CD rn U o CC) J N Cl) 3: wI o U LL.I co 0 m ry � m ti o 0 Lo CV O cy- 7; 3: `O U o Y X o CD N 0 � ~o Z W W � � J 0 0 X 2� W Cn �I LL C� 0-0 W Q U a X 2i J U w w 2 C9 x 3 a Z z Nw O Of o � X O Z Q 0 z Lw V of JI w x a z 0 F- z w J x a z 0 z w ry CO x z 0 F- z w ry }I 0 X 3 a z 0 F- z w rK a z 0 F- z w Of Q z X a 0 z J w U ry Q X 0 m N N z 0 F- z w ry z 0 F- Q x a 0 ry C0 m N N a Z 0 F- z w ry 3 0 x 0 ry 0 x 3 a Z 0 M ~ Z w N U �I d o x a ca i:�) J — a z a (D O J Q N X U Cl) M a CO L0 CD O CD CO Ln N �Qw -,,o rl-mry rn o E m CU M 0 CV F- �o� c� o Y oo� CZ) 0 �CY5z a w c 0 a w o � X w v) �' F- L U 0-0 w Q U a x 2E CAR 43+87.12, 49.69' LT AP CAR 43+87.86, 43.69' LT AP CAR 43+82.83, 49.71' LT APB — — -CAR 43+83.87, 40.30' LT n -cFAP- C I 43+00 AD -READY SUBMITTAL No. I REVISION CAR 44+68.62, 38.33' LT PKin R•1 TAPPR CAR 43+99.14, 33.19' LT / AP 44+00S E CARR RD - - (CAR LINE) n A r l A n. n 7 d o 7 n r I n T BY I APP'D I DATE CAR 45+36.04, 40.62' LT AP CAR 45+35.10, 33.13' LT rKln C.4 TAnrn CAR 45+65.06, 40.74' LT 4 ' 7 � 49, 105TH 10+79.25, 23.56' LT �O AP 105TH 10+84.38, 17.59' LT Sy BEGIN FET ,7c2 11 ON (425) 453-5000 1100 112TH AVE NE, SUITE 500 ,j�acobsEIELLIEVUE, WA 98004 DESIGNED: A. VILLAR DRAWN: C. WILCOX CHECKED: J. LIM CHECKED: l K. CHANG YUEN CAR 46+10.60, 28.84' RT APPROVED: G.FRANCO PROJECT NO: E00566E18 CONTRACT NO: CXXXXXXXX G T T � T / / / / / LIQ King County METRO PAVING GENERAL NOTES 1. SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES AND LEGEND. PAVING NOTES OCEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 OCEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 OPRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64 0 CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102 OCEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5 OCEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE PER CITY OF RENTON STD PLANS 104.1 AND 104.3 ODOWELED CURB PER METRO STD DETAIL D109 O8 RAISED BIKE LANE AT STATION, SEE DETAIL A/1 C5.01 9 CEMENT CONCRETE BUS PAD (12" PCCP CLASS C-1 OVER 6" CSBC) PER METRO STD DETAIL 2/D108A 10 PEDESTRIAN HANDRAIL PER CITY OF RENTON STD PLAN H024 11 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10 12 WOOD FENCE PER CIVIL DETAIL B ON SHEET 105.01 13 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62 14 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 15 TO RELOCATE EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH RECEPTACLE. 16 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 105.02. 17 CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 105.02. DEVELOPMENT ENGINEERING Michael Sippo 09/11 /2024 01 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT PAVING PLAN CAR 42+50 TO CAR 47+50 0' 20' 40' SCALE: 1" = 20' R-4214139 DATE: JUNE 2024 DRAWING NO: 1C2.13 SHEET NO: OF 139 473 J U W W 2 Cn X 3 a Z O z W rK ry I 0 X 3 a Z O z W JI W X 3 a Z O z W ry I J X 3 a Z O z W ry CO a Z O z W z� 3 a O ry Cn m N N 00 a Z O z W ry I z O Q Cl? X 3 a c 0 c m 00 > Cl? m CV CV co O) a z O Z LU W' 3I O W' X 3 a O ry a 3I O ry X a Z O z W ry > N d U X o, a ca Z J LD � J Qi � X O U XO CD rn U o CC) J N Cl) 3: wI o U LL.I co 0 m ry � m cY) _ 0 �j N O CYO 7; L) U I Y X pj <� O 6 CD N 0 � ~o Z W W J 0 0 X 2� W Cn �I LL C� 0-0 W Q U a X 2i J U w w 2 X s� 3 a Z z Nw O Of o � X O Z Q O z Lw V of JI w X a z O F- z w J X a z O z w ry LF X z O F- z w ry 0 X 3 a Z O F- z w rK F' X 3 a Z O F- z w Of Q z X a O w z J LU U ry Q X 0 N N a z O F- z w ry z O F- H X 0 ry m N N a z O F- z w ry 3 O X a O ry a 3: O X 3 a Z O F- z w N U �I d o X a ca i:�) J — a z a O O J Q N X U Cl) M a tiLn O O CD N �Qw -,,o r- mry rn Ln o E m goo E ai Y N O Cl) CD CZ)N 0 �CY5z a w a=3 w 0 o X . w v) �' F- L O 0-0 w Q U a X 2E 23+00 EX ROW 24+00 EX ROW —/ AD -READY SUBMITTAL No. I REVISION 105TH 25+39.15, 18.18' LT -PC - - Fj N Lf7 —W— W SE 18GTH-ST SD (105TH-LINE) N BY I APP'D I DATE 9 105TH 25+47.93, 15.34' LT PRC 105TH 25+56.71, 12.50' LT PT ON (425) 453-5000 1100 112TH AVE NE, SUITE 500 cobBELLEVUE, WA 98004 322305-9016 Cl322305-9065 105TH 26+26.18, 30.96' LT 4 105TH 26+20.89, 12.44' RT I PT I 322305-9362 I I I J DESIGNED: DRAWN: C. WILCOX CHECKED: J. LIM CHECKED: l K. CHANG YUEN APPROVED: G.FRANCO PROJECT NO: E00566E18 CONTRACT NO: CXXXXXXXX 105TH 26+91.52, 18.36' LT > S D SD PT- — — — ®- A nr-r11 /1C. nn rr A Arl11 T - 7+nn I I.a 105TH 27+15.26 411C-r" 77 i 4 C 'IC n A AI r)T— King County METRO 28� PAVING GENERAL NOTES 1. SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES AND LEGEND. PAVING NOTES OCEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 OCEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 OPRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64 0 CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102 OCEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5 OCEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE PER CITY OF RENTON STD PLANS 104.1 AND 104.3 ODOWELED CURB PER METRO STD DETAIL D109 0RAISED BIKE LANE AT STATION, SEE DETAIL A/1 C5.01 9 CEMENT CONCRETE BUS PAD (12" PCCP CLASS C-1 OVER 6" CSBC) PER METRO STD DETAIL 2/D108A 10 PEDESTRIAN HANDRAIL PER CITY OF RENTON STD PLAN H024 11 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10 N 12 WOOD FENCE PER CIVIL DETAIL B ON SHEET 105.01 M r 13 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62 O O O 14 ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG 58H-22 OVER 4-IN CSBC. N o� 15 SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. METRO TO RELOCATE EXISTING SHELTER ON SHELTER FOOTING AND a EXISTING TRASH RECEPTACLE. 16 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 105.02. O to O17 CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 105.02. O N N a J DEVELOPMENT ENGINEERING Michael Sippo 09/11 /2024 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT PAVING PLAN 105TH 23+00 TO 105TH 28+00 0' 20' 40' SCALE: 1" = 20' R-4214141 DATE: JUNE 2024 DRAWING NO: 1C2.15 SHEET NO: OF 141 473 A 0 z O qT w N X 1 � O 3 z pw Of I W J X 3 z O z w of J1 w x O LL z J w U ry Q x z O z w ry J Q z 0 C9 X z O z w X M O N N Y cf)I m N N C2 z O z w ry X En z O z w ry 0 X z O z w n' z O Q x 3 _ 0 m N N O ry a U x cu J m 0 � z w cD N w UJ x � M F CO COLS QQ �mx LnE� >co-0 cal o N !E N N1 E oo U � 000 CZ)N oaf a> 0 � c � a ? U w vi wLU w clfQ U a x 2E 28+00 -1- 108TH AVE SE (SR 515) (108TH-LINE) EX ROW AD -READY SUBMITTAL No. I REVISION I 108TH 29+66.11, 39.99' LT P EX ROW f -o Sri � Z 108TH 29+61.11. 30.00' LT BY I APP'D I DATE 322305-9082 1 S1.28 30+00 13 s 108TH 30+48.37, 17.04' RT 1 C6.17 ON (425) 453-5000 1100 112TH AVE NE, SUITE 500 ,jacobsBELLEVUE, WA 98004 co Cb 108TH 32+07.65, 67.47' LT AP /-441 Ca :91:1:7:10 - 1160 i s2, 108TH 31 +99.33, 61.38' LT AP SS' 1 108TH 31 +68.60, 29.42' LT BEGIN op O I 108TH 31 +07.85, 30.06' LT 1 C6.17 108TH 30+77.86, 6.64' LT n13 108TH 30+77.86, 24.54' RT DESIGNED: APPROVED: A. VILLAR G. FRANCO DRAWN: C. WILCOX CHECKED: PROJECT NO: J.LIM E00566E18 CHECKED: CONTRACT NO: l K.CHANG YUEN CXXXXXXXX 108TH 32+02.87, 55.58' LT END 108TH 32+13.92, 17.04' RT AP 186TH 11 +41.79, 5.50' LT 186TH 11 +41.79, 10.50' LT 186TH 10+54.29, 13.50' LT BEGIN 2' CURB TRANSITION I 1 11 186TH 10+52.29, 0.00' T END 2' CURB TRANSITION LIQ King County METRO PAVING GENERAL NOTES 1. SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES AND LEGEND. PAVING NOTES OCEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 OCEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD OPRECAST PLAN F-10.64 40 CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102 OCEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5 OCEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE PER CITY OF RENTON STD PLANS 104.1 AND 104.3 N ODOWELED CURB PER METRO STD DETAIL D109 r r O8 RAISED BIKE LANE AT STATION, SEE DETAIL A/1 C5.01 O OCEMENT CONCRETE BUS PAD (12" PCCP CLASS C-1 OVER 6" CSBC) N V PER METRO STD DETAIL 2/D108A 10 PEDESTRIAN HANDRAIL PER CITY OF RENTON STD PLAN H024 11 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10 N 12 WOOD FENCE PER CIVIL DETAIL B ON SHEET 105.01 M r 0PRECAST 0 SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62 O O O 14 ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG 1 r 58H-22 OVER 4-IN CSBC. N 15 SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. METRO TO RELOCATE EXISTING SHELTER ON SHELTER FOOTING AND a EXISTING TRASH RECEPTACLE. LT1 GCEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 105.02. �0_ to O 17 CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON NO g SHEET 1 C5.02. O O 1 N N a 3223 J 0' 20' 40' DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 SCALE: 1" = 20' R-42'14.142 METRO TRANSIT CAPITAL DIVISION DATE: JUNE2024 Ill PIDRIDE I LINE RENTON SEGMENT PAVING PLAN 108TH 28+00 TO 108TH 33+00 DRAWING NO: 1C2.16 SHEET NO: OF 142 473 ry 0 X a Z O z w ry X 3 a Z O z w ry I J X 3 a Z O z w ry JI w X a O w z J w U ry Q d X a Z O z w ry I J Q Z 0 C9 X 3 a Z O z w �I RM• M a) 3 O ry m N N M a C U Y CO m 0? m N N M a Z O z w ry >I X a Z O z w ry 0 X a Z O z w I z O Q X 3 a c 0 c m v) m Cl? N N U1 a O ti ry d U O ocu X a J a� — a m 0 Z a w O Ur N w UJ X � M _M ti a O L COCZ> O _ > Q m X O O> Co a cal � N 6) O !E Lo N qLU ai U r-) O O ry O N O c CY m � c � a ? U o � Y i�: w vi LU �I L w Q U a X 2E 0 a_ 0 t x z cD J Q x o z M o U � Z w co o a x o U x0 0 (V 00 N CUwl 0 m LO Qm ti0)o 3 N U X M O p N 0 CoZ w 0 J 0 X ��w w C� Q C) x GRA-LINE PROPOSED ROW EXISTING ROW EXISTING ROW SEE NOTE 2 VARIES 6.0'-13.0' SEE NOTE 6 & 7 STATION /SIDEWALK NSA �:1 SEE PAVING PLANSI 4a FOR TIE-IN LIMIT �VARIES 0 3.0'-7.0' I LANDSCAPE L 1.01 SHY mlmlw GROUNDEX I 0 VARIES 0.0'-5.0' PLANTER ALTERNATE SECTION GRA 16+06 TO GRA 22+82 LT SIDE IMPROVEMENTS GRA 11+03 TO GRA 14+69 LT SIDE IMPROVEMENTS GRA 16+06 TO GRA 24+42 ROW DEDICATION BY DEVELOPER VARIES VARIES 2.0' 8.0'-16.0' 0.0'-8.0' MIN SIDEWALK PLANTER 0.5' 1.0' SHY 1.5% 6 4" 11 n, SEE NOTE 2 VARIES 10.5' -11.0' EX TRAVEL LANE 4.5" 6'MIN MATCH DEPTH OF EXISTING ROADWAY SECTION TRANSIT LANE VARIES (0.5%-4.0%) LT SIDE IMPROVEMENTS TAL-B 10+70 TO TAL-B 13+37 LT SIDE IMPROVEMENTS TAL-B 14+34 TO TAL-B 16+59 3" 6"MIN EXISTING GROUND EXISTING ROW SEE NOTE 2 VARIES 6.0'-11.0' EX TRAVELLANE EX TRAVELLANE EX TRAVEL LANE TYPICAL SECTION A SCALE: NTS (S GRADY WAY) GRA 11+03 TO GRA 24+42 EX TRAVELLANE NG GROUND MATCH DEPTH OF EXISTING ROADWAY SECTION TAL-B LINE CL _1 VARIES } 0.0'-13.0' EX TRAVEL LANE EX TRAVELLANE VARIES 0.0'-12.0' EX TRAVEL LANE SEE NOTE 2 EX TRAVELLANE VARIES 11.0'-13.0' BAT LANE VARIES 0.0'-11.5' SEE NOTE 8 0.5' VARIES I (0.5%-4.0%) a` SEE PAVING PLANS FOR TIE-IN LIMIT PROPOSED ROW SEE NOTE 2 VARIES 6.0'-10.0' SIDEWALK/STATION SEE NOTE 6 & 7 PEDESTRIAN GUARDRAIL SEE NOTE 6 J----------------- 1.5% off 'I c dd I4 4 3 6"MIN _/ MATCH DEPTH OF 3" I RETAINING WALL SEE EXISTING ROADWAY NOTE 5 SECTION 4 I 2 VARIES 6" MIN 3 6.0'-8.0' 1.0' SIDEWALK SHY 1.5% NSA 3'1 NST4.1 4" 4 4" 5 ALTERNATE SECTION GRA 22+48 TO GRA 22+78 RT SIDE IMPROVEMENTS GRA 22+48 TO GRA 23+80 EXISTING ROW 11.0' EX TRAVELLANE MATCH DEPTH OF EXISTING ROADWAY SECTION VARIES 13.0'-14.0' BAT LANE 8.0' SIDEWALK NST'1'A SEE PAVING 10 PLANS FOR LIMITS TYPICAL SECTION GENERAL NOTES 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. TYPICAL SECTION NOTES CIO O HMA CL. 1/2 IN. PG 58H-22 N r 2O HMA CL. 1 IN. PG 58H-22 O O CRUSHED SURFACING BASE COURSE (CSBC) O r 4O CEMENT CONCRETE SIDEWALK PER CITY OF RENTON, STD PLAN 102 N C� OCRUSHED SURFACING TOP COURSE (CSTC) OCEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON, STD PLAN 101 O7 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON, STD N M PLAN 101 r OPRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN O Q F-10.62.02. O O PRECAST DUAL SLOPED MOUNTABLE CURB PER WSDOT STD PLAN r N F-10.64.03. IL 10 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 105.02. 11 CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 105.02. N TYPICAL SECTION LEGEND O O O HMA N N N CSBC / CSTC a CONCRETE PAVEMENT J W y W y W LANDSCAPING RETAINING WALL 4" 4 4" TYPICAL SECTION B 5 SCALE: NTS ALTERNATE SECTION (TALBOT RD S) TAL-B 10+70 TO TAL-B 22+13 TAL-B 18+29 TO TAL-B 19+32 DEVEL:1sippo MENT ENGINEERING ` RT SIDE IMPROVEMENTS TAL-B 16+07 TO TAL-B 22+13 Michae09/11 /2024 FR _-4 2 14 14-4 DESIGNED: APPROVED: METRO TRANSIT CAPITAL DIVISION DATE: AD -READY SUBMITTAL ' JUKE 2024 (425) 453-5000 ��'� w•�•s�� A. VILLAR G. FRANCO RAP I D RI D E I LINE 1100 112TH AVE NE, SUITE 500 • A cobBELLEVUE, WA 98004 ®;4 A. ARAGON King County CHECKED: PROJECT NO: RENTON SEGMENT DRAWING NO: vo�,13g34 ,J.LIM E00566E18 METRO ROADWAY TYPICAL SECTIONS 1 C3.01 �Sd®bTAL 6/12/24 CHECKED: CONTRACT NO: SHEET NO: OF No. REVISION BY APP'D DATE 144 473 K.CHANG YUEN CXXXXXXXX N 0 Cl) U O A W J O M U rn 00 Cl) O co 0 LO co M ti C) 0 U x a) zm;� 0 O a) Y 0 �I U 0 a_ O FT X o� Z J Q X Z O H Z W ry 0 X O o U o J (V U Lu a 0 m n- m Lo 0 ao 73 N U N Y CM o N 0 ti Z O W c C� W � J 0 X F --- LL O LU J a X U) W C� Q TYPICAL SECTION GENERAL NOTES N O 0 W I — O a_ O FT x z J Q X o Z Cl) O U � z w Wry J o U x0 0 rn U o CC) J N Cl) 3 �I o U LL.I 0 co n- LO Qm goo Lo 3: N U L) N Y x � o � p N 0 a=oz w c C� = w � � J 0 o X . w &5 v> LU LL 0-0 w Q U a X SEE PAVING PLANS FOR LIMITS 4" 4" VARIES F n' - 11 F' ALTERNATE SECTION TAL-21 56+26 TO TAL-21 56+47 LT SIDE IMPROVEMENTS TAL-21 56+22 TO TAL-21 56+51 EXISTING ROW SEE NOTE 2 �u EX TRAVELLANE GUTTER TO REMAIN TAL-21 LINE EX TRAVELLANE MATCH DEPTH OF EXISTING ROADWAY SECTION TYPICAL SECTION E SCALE: NTS (TALBOT RD S) TAL-21 56+22 TO TAL-21 57+36 TAL-21 LINE EXISTING ROW SEE NOTE 2 VARIES VARIES 5.0'-10.0' 0.0'-5.0' SIDEWALK/ RAISED STATION BIKE LANE SEE NOTE 6 & 7 1.0' 0.5' FENCE SHY SEE PAVING PLANS FOR LIMITS — PER PLAN 7 6 OR PER PLAN 1.5% 1.5% NSA 4'1 a'4 . O - 4" o 0 4 6" MIN 3 4" 5 6" MIN 3 4" 2 /—% 3" AD -READY SUBMITTAL No. I REVISION LT SIDE IMPROVEMENTS TAL-21 71+70 TO TAL-21 72+37 LT SIDE IMPROVEMENTS TAL-21 72+97 TO TAL-21 73+78 BY I APP'D I DATE EX TRAVELLANE VARIES 4.0'-10.5' 0.5' U a EXISTIN VARIEme � MI S 6" MIP 6" MIN TYPICAL SECTION F SCALE: NTS (TALBOT RD S) TAL-21 71+70 TO TAL-21 75+24 CY so (425) 453-5000 1100 112TH AVE NE, SUITE 500 cobBELLEVUE, WA 98004 EXISTING ROW SEE NOTE 2 VARIES 3.0'-4.0' EX SHOULDER VARIES 5.0'-10.0' SIDEWALK/ STATION SEE NOTE 6 & 7 MrmrrlTRIAN RAIL TE 6 TAINING WALL, NOTE 5 RT SIDE IMPROVEMENTS TAL-21 56+43 TO TAL-21 57+36 EXISTING ROW SEE NOTE 2 VARIES nmr,n, VARIES 7 n'-1 n n' RT SIDE IMPROVEMENTS TAL-21 73+82 TO TAL-21 75+24 DESIGNED: APPROVED: A. VILLAR G. FRANCO DRAWN: A. ARAGON CHECKED: PROJECT NO: J.LIM E00566E18 CHECKED: CONTRACT NO: l K. CHANG YUEN CXXXXXXXX LIQ King County METRO 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. TYPICAL SECTION NOTES OHMA CL. 1/2 IN. PG 58H-22 2O HMA CL. 1 IN. PG 58H-22 OCRUSHED SURFACING BASE COURSE (CSBC) 4O CEMENT CONCRETE SIDEWALK PER CITY OF RENTON, STD PLAN 102 OCRUSHED SURFACING TOP COURSE (CSTC) OCEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON, STD PLAN 101 O7 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON, STD PLAN 101 gO PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62.02. OPRECAST DUAL SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64.03. 10 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 105.02. 11 CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 105.02. TYPICAL SECTION LEGEND HMA CSBC / CSTC CONCRETEPAVEMENT LANDSCAPING RETAINING WALL [DEVELOPMENT ENGINEERING Michael Sippo 09/11 /2024 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT ROADWAY TYPICAL SECTIONS R-4214146 DATE: JUNE 2024 DRAWING NO: 1 C3.03 SHEET NO: OF 146 473 0') O a_ O FT x z J Q X v � o Z C0 O U � Z w ry W J o U x0 0 rn U o CC) J N o U w 0 co LO� �� o �o� 3: N U L) N Y x �Cq o� p N 0 a= o z w LU 0 o X wCO v> wCD w Q U a x 2i EXISTING GROUND NST PROPOSED ROW SEE NOTE 2 VARIES 5.0'-10.0' SIDEWALK/ STATION SEE NOTE 6 & 7 EXISTING ROW SEE NOTE 2 VARIES 0.0'-5.0' RAISED BIKE LANE — 0.5' 0.5' VARIES 6 2.0'-7.0' OR 7 PER PLAN 0 EX TRAVELLANE VARIES 2 m-10 0, 1.5/0 1 1 \/ApIF.q % RETAINING WALL, EXISTING GROUND SEE NOTE 5 4" 4 I3 6" MIN 5 4" 3 6" MIN 4" I 1 3" SST 4. y I 1.0' 1 3" 6"MIN SHY 3 MATCH DEPTH OF EXISTING ROADWAY SECTION ALTERNATE SECTIONS TAL-21 88+08 TO TAL-21 88+13 TAL-21 88+75 TO TAL-21 88+96 LT SIDE IMPROVEMENTS TAL-21 88+08 TO TAL-21 88+96 PEDESTRIAN GUARDRAIL, SEE NOTE 6 - rCC4 / I 1.0' SHY--4 Ng� 4:1 ALTERNATE SECTION - I - n n - - -- CAR 33+53 TO CAR 33+58 EXISTING SIDEWALK MAINTAINED ALTERNATE SECTION VARIES 6.0'-10.7' SIDEWALK/ STATION SEE NOTE 6 4" 4" 1.5% TAL-21 LINE i Tiy EX TRAVEL LANE 0.5' EXISTING ROW SEE NOTE 2 VARIES 0.0'-5.0' RAISED BIKE LANE VARIES _ 2. 0'- 10. 0' —VARIES- 2.0'-7.0' VARIES _ VARIES 1117111 6"MIN 3 6"MIN 3 6"MIN IMEDIAN IMPROVEMENTS 2 4 4„ TAL-21 88+89 TO TAL-21 89+29 4 3" 4" 3" 1 6"MIN 15.0' 1 OVERLAY 3 0 TAL-21 88+28 TO TAL-21 88+87 TYPICAL SECTION G SCALE: NTS (TALBOT RD S) TAL-21 88+08 TO TAL-21 89+29 CAR -LINE EXISTING ROW SEE NOTE 2 �u EXISTING CURB AND GUTTER TO REMAIN 1 ( � 3" 15.0' 1 OVERLAY EX EX TRAVELLANE TRAVEL LANE EXISTING GROUND EXISTING CURB AND GUTTER TO REMAIN TYPICAL SECTION H SCALE: NTS (S/SE CARR RD) CAR 33+32 TO CAR 33+86 VARIES 5.0'-10.0' SIDEWALK/ STATION SEE NOTE 6&7 0.5' 0.5' 6 OR 7 7 PER PLAN PER PLAN 1.5% 1.5% 6" MIN 4 3 I 4 3" 1 5 4" 2 I 6" MIN 6" MIN 3 SHY NST 4:1 MATCH DEPTH OF EXISTING ROADWAY SECTION EXISTING ROW Gu SEE NOTE 2 VARIES a F11_1n n, PEDESTRIAN GUARDRAIL, SEE NOTE 6 RETAINING WALL SEE NOTE 5 EXISTING GROUND ALTERNATE SECTIONS TAL-21 88+23 TO TAL-21 88+28 TAL-21 89.04 TO TAL-21 89+14 RT SIDE IMPROVEMENTS TAL-21 88+23 TO TAL-21 89+14 3HY RT SIDE IMPROVEMENTS CAR 33+63 TO CAR 33+86 TYPICAL SECTION GENERAL NOTES 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. TYPICAL SECTION NOTES OHMA CL. 1/2 IN. PG 58H-22 0 HMA CL. 1 IN. PG 58H-22 OCRUSHED SURFACING BASE COURSE (CSBC) 4O CEMENT CONCRETE SIDEWALK PER CITY OF RENTON, STD PLAN 102 OCRUSHED SURFACING TOP COURSE (CSTC) OCEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON, STD PLAN 101 O7 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON, STD PLAN 101 gO PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62.02. OPRECAST DUAL SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64.03. 10 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 105.02. 11 CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 105.02. TYPICAL SECTION LEGEND CONCRETEHMA PAVEME LANDSCAPING RETAINING WALL LT SIDE IMPROVEMENTS CAR 33+32 TO CAR 34+04 DEVELOPMENT ENGINEERING Michael Sippo 09/11 /2024 :7'4 � 03:01 FR _-4 2 14 14-7 DESIGNED: APPROVED: METRO TRANSIT CAPITAL DIVISION DATE: AD -READY SUBMITTAL ' JUNE 2024 A. VILLAR G. FRANCO 1i00 112TH5AVE NE, SUITE 500 ��4•� ��s��.�� DRAWN: � . RAP I D RI D E I LINE A cobBELLEVUE, WA 98004 A®� A. ARAGON King County CHECKED: PROJECT NO: RENTON SEGMENT DRAWING NO: IPA, ��8�p��$�� J.LIM E00566E18 METRO ROADWAY TYPICAL SECTIONS 1 C3.04 AL 6/12/24 CHECKED: CONTRACT NO: SHEET NO: OF No. REVISION BY APP'D DATE K. CHANG YUEN CXXXXXXXX 147 473 TYPICAL SECTION GENERAL NOTES N O 0 W I — 0 a_ 0 FT x z a x Ln o Z M 0 U � z w J x o co U 0 0 rn U o CO J N co �I o U w moon- LO Qm ,�o L 3: N U c.)l N Y x 4 � o� p N 0 oz w c C� = w � � J 0 0 X . � w W LU �I � LL 0-0 w Q VARIES, 5.0'-11.5' NST4,i RETAINING WALL SEE NOTE 5 ALTERNATE SECTION CAR 45+36 TO CAR 45+71 CAR -LINE �L EXISTING ROW EXISTING ROW SEE NOTE 2 SEE NOTE 2 EX VARIES, 5.5'-10.0' EX PAINTED EX TRAVEL LANE MEDIAN/LEFT TRAVEL LANE SIDEWALK/STATION NOTE 6 & 7 TURN LANE SEE NOTE 6 & 7 MATCH DEPTH OF EXISTING ROADWAY SECTION LT SIDE IMPROVEMENTS CAR 43+83 TO CAR 45+71 AD -READY SUBMITTAL No. I REVISION RAILING, SEE NOTE 6 ST 41 ° ar RAILING, SEE NOTE 6 1.0' SHY-1, NST 4:1 EXISTING ROW SEE NOTE 2 VARIES, 5.0'-11.0' SIDEWALK/STATION SEE NOTE 6 & 7 VARIES 4" 4" 6" MIN 4 4„ 4" 5 ALTERNATE SECTION 26+73 TO 26+95 LT SIDE IMPROVEMENTS 105TH 25+36 TO 105TH 26+18 105TH 26+73 TO 105TH 26+95 BY I APP'D I DATE a 9 EXISTING GROUND MATCH DEPTH OF EXISTING ROADWAY SECTION — VARIES, 6.0'-23.0' TYPICAL SECTION I SCALE: NTS (SE CARR RD) CAR 43+44 TO CAR 46+16 EX _ TRAVELLANE VARIES, 12.5'-18.5' 0.5' VARIES 4� 6" MIN 105TH-LINE r RT SIDE IMPROVEMENTS CAR 43+44 TO CAR 44+57 CAR 45+92 TO CAR 46+16 EXISTING ROW SEE NOTE 2 VARIES, 5.0'-10.0' EX SIDEWALK/STATION TRAVEL LANE SEE NOTE 6 & 7 VARIES 12.5' TO 17.5' 1.0' VARIES SHY 0.0' TO 9.5' VARIES 3.0' TO 11.5' OVERLAY :D 6 U 0.5' VARY < VARIES 1.5% 3 3�� 6"MIN 1 /771, 4" TYPICAL SECTION J SCALE: NTS (SE 180TH ST) 105TH 25+36 TO 105TH 27+15 co(425) 453-5000 1100 112TH AVE NE, SUITE 500 BELLEVUE, WA 98004 a 6" MIN 4" 4" RT SIDE IMPROVEMENTS 105TH 26+01 TO 105TH 27+15 DESIGNED: A. VILLAR DRAWN: A. ARAGON CHECKED: J. LIM CHECKED: l K. CHANG YUEN APPROVED: G. FRANCO PROJECT NO: E00566E18 CONTRACT NO: CXXXXXXXX EXISTING GROUND LQ King County METRO 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. TYPICAL SECTION NOTES OHMA CL. 1/2 IN. PG 58H-22 2O HMA CL. 1 IN. PG 58H-22 OCRUSHED SURFACING BASE COURSE (CSBC) 4O CEMENT CONCRETE SIDEWALK PER CITY OF RENTON, STD PLAN 102 OCRUSHED SURFACING TOP COURSE (CSTC) OCEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON, STD PLAN 101 O7 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON, STD PLAN 101 gO PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62.02. OPRECAST DUAL SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64.03. 10 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 105.02. 11 CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 105.02. TYPICAL SECTION LEGEND HMA CSBC / CSTC �i�i�m4emssai'.i FDEVELOPMENT ENGINEERING Michael Sippo 09/11 /2024 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT ROADWAY TYPICAL SECTIONS R-4214148 DATE: JUNE 2024 DRAWING NO: 1 C3.05 SHEET NO: OF 148 473 W N r r O O N V N 0 0 W I — O a_ O FT X En z J a X co � o Z co o U � z w J x o co U 0 0 m U o CC)J N co �I o U w moon- � Qm � co L 3: N U c.)l N Y x 4 � o� p N 0 oz w c (3 = w � � J 8 0 X . 3: w v) LU LL 0-0 w Q U a X VARIES 5.0'-10.0' SIDEWALK/ STATION SEE NOTE 6 & 7 1.0' SHY LT SIDE IMPROVEMENTS 108TH 29+66 TO 108TH 30+83 AD -READY SUBMITTAL No. I REVISION VARIES 5.0'-10.0' SIDEWALK/ STATION SEE NOTE 6&7 1.5% 4" 4� 5 4 0 3 6" MIN, BY I APP'D I DATE EXISTING ROW SEE NOTE 2 EX TRAVELLANE VARIES (2.0%-2.5%) MATCH DEPTH OF EXISTING ROADWAY SECTION 4" EX TRAVELLANE EXISTING GROUND J 6" 108TH-LINE 8.0' MEDIAN ISLAND EX TRAVELLANE 1.0' 1 1.0' MEDIAN IMPROVEMENTS 108TH 30+50 TO 108TH 30+78 TYPICAL SECTION K SCALE: NTS (108TH AVE S) 108TH 29+66 TO 108TH 31+72 EXISTING ROW EX TRAVELLANE 0.5' 5.0' 8.0' U a VARIES (1.0%-3.0%) 3" SEE NOTE 2 EX TRAVELLANE EXISTING GROUND 1120 "1 MATCH DEPTH OF EXISTING ROADWAY SECTION EXISTING ROW SEE NOTE 2 EX TRAVELLANE 0.5' 7.5' 5.0' U Q VARIES (2.0%-2.5%) 3" 3" MATCH DEPTH OF EXISTING ROADWAY SECTION 108TH-LINE EX TRAVELLANE TYPICAL SECTION L SCALE: NTS (108TH AVE S) 108TH 51+96 TO 108TH 52+86 co(425) 453-5000 1100 112TH AVE NE, SUITE 500 BELLEVUE, WA 98004 EX TRAVELLANE 4" 6" MIN EXISTING ROW SEE NOTE 2 DESIGNED: A. VILLAR DRAWN: A. ARAGON CHECKED: J. LIM CHECKED: l K. CHANG YUEN PROPOSED ROW SEE NOTE 2 VARIES ' 5.0'-10.0' SIDEWALK/ STATION SEE NOTE 6 & 7 1.0' SHY O 1.5% a N5� 4 6" M Imo\\t4 �/ 5 I EX TRAVELLANE FENCE, SEE PAVING PLANS FOR LIMITS RETAINING WALL SEE NOTE 5 ALTERNATE SECTION I108TH 31+16 TO 108TH 31+72 SEE PAVING 10 PLANS FOR LIMITS 4" 4 4" 5 ALTERNATE SECTION 108TH 30+49 TO 108TH 30+83 RT SIDE IMPROVEMENTS 108TH 30+49 TO 108TH 31+72 APPROVED: G. FRANCO PROJECT NO: E00566E18 CONTRACT NO: CXXXXXXXX EX SIDEWALK LQ King County METRO TYPICAL SECTION GENERAL NOTES 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. TYPICAL SECTION NOTES OHMA CL. 1/2 IN. PG 58H-22 2O HMA CL. 1 IN. PG 58H-22 OCRUSHED SURFACING BASE COURSE (CSBC) OCEMENT CONCRETE SIDEWALK PER CITY OF RENTON, STD PLAN 102 OCRUSHED SURFACING TOP COURSE (CSTC) OCEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON, STD PLAN 101 OCEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON, STD PLAN 101 OPRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62.02. OPRECAST DUAL SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64.03. 10 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 105.02. 11 CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 105.02. TYPICAL SECTION LEGEND Z046M��i�i�i�� i�i�i�i�i�i DEVELOPMENT ENGINEERING IL I Michael Sippo 09/11 /2024 ' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT ROADWAY TYPICAL SECTIONS R-4214149 DATE: JUNE 2024 DRAWING NO: 1 C3.06 SHEET NO: OF 149 473 U) X ry X a z 0 0 z w ry Q z 0 X X O > C9 CV N 00 0 X 3 O a �I O X z O z w W U X O 3:T 7 C Z � J 2i Q X o o � U XO CD rn U o CO J N U w o m n- m Lmo 0.� 3: o U � o Y X pj M CD -6 CD N 0 a= w � =c C� w � � J 8 o X . 3:w v> �I��LU C7 w Q U a X CD 192305-9068 FG 25.60 MATCH EX �D0 -LAK 16+76.05, 19.29' LT\ \ BEGIN CURB AND GUTTER' %/ MATCH EX i O FL25.16TOC 25.66 ZLAK 17+32.23, 9.72 LT FG 25.58 // GRA 11 +05.98, 39.50' LT MATCH EX r / I LP BOS 2 57 / \ GRA 13+62.23, 39.50' LT I Ir FL 24.92 AM / HP ' TOC 25.12% FG 25.74 / / FL 25.67 N MATCH EX BOS 26.20 Q y \ 1 \ \ FG 5.62 FG 25.69 BOS 26.18 BOS 26.27 MATCH EX - _ - - - - - - FL 25.58 O Ai -2 \ yea T _ BOS 26.00 - - BOS 26.09 y TOC 26.08 y y y U / LAK 17+58.27, 29.04 LT y y � BOS 25.65 _ FG 25.58 O y y _y w BOS 25.82 W GYT y �V v y y y y IV �V J' J' �V - �- MATCH EX - y J a y W y y y IV y y y y y\ y y y w y y� W 'v y y y y �V y IVy- y y y y y y y •ice y D d S ° d I�I I N �a °° D' D� I' I - r; PJ ID, A A . ° \ d . ° /� D , ._ ,, C I ID. V 4 G ,D 4 r d � W 1 D C d. D D. n o LAK 17+ 76.49, 55.65 LT 1 C6.01 - - - CO j FG 25.64 MATCH EX a FG 26.11 MATCH EX 10+00 FG 26.01 MATCH EX L 18+29 _ T �P P 1 AD -READY SUBMITTAL No. I REVISION BY I APP'D I DATE !GRA11+10.98,39.50'LT GRADE BREAK FL 24.95 11 +00 TOC 25.45 P _ P 192305-9102 T (n M Ljj FL 25.65 FL 25.20 FL 25.38 FL 25.47 FL 25.56FG 26.33 TOC 25.70 FG 26.30 TOC 25.88 TOC 25.97 TOC 26.06 TOC 26.15 MATCH EX MATCH EX tr1 FG 26.30 FG 26.43 -- - 14 FG 26.15 12+00 S G RADY WAY FG 26.30 _ _ 1 00 MATCH EX _ Q MATCH EX - MATCH EX _ _MATCH EX _ (GRA-LINE) FG 27.74 - ---- -----_ MATCH EX P P P P P FG 27.88 - = = MATCH EX 0 192305-9103 � � CURB RETURN SCHEDULE O + 1- r Q FG 27.75 U MATCH EX Li.l J El 1 FG 27.89 U - MATCH EX Q RETURN # PC - STA, OFFSET PT - STA, OFFSET RADIUS LENGTH DELTA PC 1/4 1/2 3/4 PT O LAK 16+78.04, 19.07' LT LAK 16+99.80, 22.79' LT 40.00' 22.37' 32002'25" 25.15 25.14 25.12 25.11 25.10 O GRA 10+75.82, 82.23' LT GRA 11 +02.98, 39.50' LT 30.00' 1 60.28' 1115007'07"1 25.08 125.04125.00124.97124.93 co(425) 453-5000 1100 112TH AVE NE, SUITE 500 BELLEVUE, WA 98004 DESIGNED: A. VILLAR DRAWN: C. WILCOX CHECKED: B. HORN CHECKED: K. CHANG YUEN APPROVED: G. FRANCO PROJECT NO: E00566E18 CONTRACT NO: CXXXXXXXX LQ King County METRO 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. GRADING LEGEND HMA FULL DEPTH HMA OVERLAY CEMENT CONCRETE CEMENT CONCRETE CROSSWALK W y W LANDSCAPING DETECTABLE WARNING SURFACE RETAINING WALL PEDESTRIAN GUARDRAIL FENCE RIGHT OF WAY (PROPOSED) X.X% EXISTING SLOPE PROPOSED SLOPE X.X% 0' 20' 40' DEVELOPMENT ENGINEERING SCALE: 1" = 20' Michael Sippo 09/11 /2024 07 FR-421 4150 METRO TRANSIT CAPITAL DIVISION DATE: RAPIDRIDE I LINE JUNE2024 RENTON SEGMENT DRAWING NO GRADING PLAN 1 C10.01 GRA 10+00 TO GRA 14+00 SHEET N0 OF 150 473 F. U) X Z O z w Ir J X a z O z w Ir J w X z O z w Ir Ir' 0 X a z O z w Ir ry 0 Q c? X 0 z J w U ry Q X z O z w I J Q Z 0 Cn X 3 z O z w I _. O C9 CV N 00 z O z w n' 3I O X z O z w I z O X a 0 c m m CV N z O z w 0 X O Ir a_ 3I O X z O z N w o ry o > U � X 0 0 C J Z J 2i Q X o o � U 0 0 m U o CC) J N U w o co 0 m � LO � �o �o� 3: o U I o Y X pj M O '6 p N 0 0 o z w LU 0 0 X w v> �I � LL w Q U a X 2i N 1 O 0 W Imm GRA 14+83.02, 41.62' LT I W Ll U) W � LLJ V J ry 0 W _Z (_DA 4r-i•IC �Q 40 771 I T CINU uumb HINU UU I I LIM MATCH EX FL 25.45 = BEGIN CURB AND GUTTERS C) MATCH EX FL 26.69 ' E :2i TOC 27.19-- BOS 27.27 \\ FL 26.09 TOC 26.59 GRA 15+00.33, 88.48' RTI = LP FL 25.83 GRA 15+00.69, 99.49' RT END CURB AND GUTTER MATCH EX FL 25.88 TOC 26.24 FG 25.55 MATCH EX FG 26.18 MATCH EX� d BOS 27.70 ��FL 26.23 111 C6.02 � J�LTOC 26.73 >-, GRA 15+53.44, 79.70' RT (LP FL 25.93 GRA 15+51.68, 89.83' RT 1 BEGIN CURB AND GUTTER MATCH EX FL 26.03 TOC 26.44 r CURB RETURN SCHEDULE FG 27.70 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. GRADING LEGEND N HMA FULL DEPTH r O HMA OVERLAY 0 r o. D CEMENT CONCRETE N 0 CEMENT CONCRETE CROSSWALK I W W y W W W LANDSCAPING j °°°°°°°°°° DETECTABLE WARNING SURFACE N M � O n RETAINING WALL DO 1 PEDESTRIAN GUARDRAIL N O 19 + �� FENCE a RIGHT OF WAY (PROPOSED) Q O EXISTING SLOPE � X 0 W PROPOSED SLOPE P Z X.X% O J O - 1 N = N U a Q 0' 20' 40' DEVELOPMENT ENGINEERING SCALE: 1" = 20' Michael Sippo 09/11/2024 - R-4214151 DESIGNED: APPROVED: METRO TRANSIT CAPITAL DIVISION DATE: AD -READY SUBMITTAL ' JUNE 2024 R. �, A. VILLAR G. FRANCO cob 1i00 112TH5AVE NE, SUITE 500 ��4.� �.�� DRAWN: LQ . RAP I D RI D E I LINE BELLEVUE, WA 98004 A®� C. WILCOX King County CHECKED: PROJECT NO: R E N TO N SEGMENT DRAWING NO: 834 ®��8-ps�$�� B. HORN E00566E18 METRO GRADING PLAN 1C10.02 `��'�� 6/13/24 CHECKED: CONTRACT N0: SHEET N0: OF No. REVISION BY APP'D DATE GRA 14+00 TO GRA 19+00 NO: 473 K. CHANG YUEN CXXXXXXXX RETURN # PC - STA, OFFSET PT - STA, OFFSET RADIUS LENGTH DELTA PC 1/4 1/2 3/4 PT O GRA 14+69.15, 39.50' LT GRA 15+ 15.16, 83.77' LT 45.00' 70.23' 89024'57" 25.41 25.35 25.38 25.42 25.45 O GRA 15+60.16, 85.89' LT GRA 16+06.16, 39.50' LT 45.00' 72.35' 92007'06" 25.52 25.69 25.85 26.01 26.18 O GRA 15+55.12, 70.08' RT GRA 15+88.43, 41.40' RT 35.00' 48.00' 78034'28" 26.23 26.60 26.86 26.98 27.03 O GRA 14+65.79, 41.24' RT GRA 14+99.88, 74.91' RT 35.00' 53.28' 87013'04" 26.60 26.55 26.50 26 34 26 09 U) X Z O w J N X a z o � z 0 W J W W X z O z W ry fy 0 X z O z W ry 0 ry P. O z J W U ry _. z O z W ry X 0 N N 00 O z W O X z O z W Of 1 O Q X _ O ry C0 m N N 22 z O z W ry 0 X O ry O X 3 a Z c� O o F- _o z W U � �I � d 0 X co J i:�) 3 z LD O J O ¢ U X M CY) CD O LO M ¢ W Lo >.0 � m � oEm co N 662 c� o Y C"O O N 0 W c U Y � J 3 W X N _n 0 LU d X U FG 28.53 MATCH EX GRA 19+61.58, 51.00' LT FL 27.99 END CURB TOC 28.49 GRA 19+91.89, 51.00' LT BEGIN CURB GRA 22+17.05, 63.00' LT END CURB I GRA 22+81.86, 57.47' LT MATCH EX END CURB AND GUTTER N FG 28.23 GRA 22+ I t.06, 53.00LT I MATCH EX 192305-9070 O MATCH EX FG 907 2 FG 28 02 BEGIN CURB GRA 22+62.52, 53.00' LT 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. GRADING LEGEND .O MATCH EX FL 27.90 FL 28.24 GRA 21+99.28, 57.50' LT BEGIN CURB AND GUTTER BOS 28.83 HMA FULL DEPTH 2 MATCH EX TOC 28.40 TOC 28.72 END CURB FG 28.98 BOS 28.88 FG 28.30 FL 28.06 MATCH EX HMA OVERLAY U 1 C9.01 MATCH EX MATCH EX FG 28.22 TOC 28.5 FL 28.61 192305- 070 FG 28.70 d- FG 27.70 BOS 28.06 MATCH EX 3 _ FL 28.23 0 ° MATCH EX_ FG 28.47 TOC 28.92 /[/-FG 27.97 A [/ BOS 28.20 BOS 28.34 MATCH EX i 1 C9.0 BOS 28.78 TOC 28.73� W FG 27.56 1 MATCH EX/-FG 28.25 FL 28.56 1 S1.10 BOS 29.01 ° o 0 Q CEMENT CONCRETE W W BOS 27.93 TOC 29.04 U p F 11 LW I W W W ,., dd CEMENT CONCRETE CROSSWALK v J11 ✓ c d d ° d ° P ° W W WPq q. W W 9 �" QW 1 �•°ram d d ° d d '.T . ° d' •Y `Y ' P, P T I L,J LANDSCAPING W W °d tl r d y ° d Y Y Y FW) WTZ G d - L/ ° d W W W W W W W P W -� W W W W `=' W W W a °•• d° ° W d d _!d -'Ld \ T W�W!� W W � �' W �' W FG 28.61- oo : � ° � FG 28.68 p d. p ° o000000000 `" P _BOS 27.79 T T W W W W W FG 28.I I (n o 0 0 0 0 o DETECTABLE WARNING SURFACE IC? o - T_ 1 T o 0000000000 T _ -`'4 FG 29.1110 FG 27.70 `�' Z o �? -� LLJ 0 FG 27.84 `? _ FG 28.37 `�' FG 28.81 FG 28EX MATCH EX - - I1J RETAINING WALL _ _ BOS 28.48 MATCH EX +I0 FL 27.12 FL 27.26 MATCH EX FG 28.39 MATCH EX �? o FL 28.09 BOS 28.80 TOC 27.62 CD TOC 27.76 FL 27.40 o FL 27.54 FL 27.67 FL 27.81 _ _ _ TOC 28.59 PEDESTRIAN GUARDRAIL � 00 FG 27.82 TOC 27.90 MII TOC 28.04 TOC 28.17 M FG 28.31 FG 28.46 24 - MATCH EX 20+00 FG 27.87 FG 28.00 FG 28.20 S G RADY WAY 22+0o FG 28.65 23+00 _ 0 FENCE MATCH EX -MATCH EX _ 21 +00 MATCH EX MATCH EX - FL 30.65 - O Q (GRA-LINE) FL 30.47 -f' TOC 30.97 FG 30.22 FG 30.33 co d- RIGHT OF WAY (PROPOSED) FG 30.16 �� MATCH EX MATCH EX FL 30.91 `�' N W MATCH EX '`�' FL 30.83 TOC 31.41 z Q EXISTING SLOPE J GRA 22+47.54, 40.64' RT FL 30.69 TOC 31.33 �/ X.X% BEGIN CURB AND GUTTER TOC 31.19 0 0 1 = MATCH EX� N PROPOSED SLOPE C)- - -� FL 30.42 FG 30.51 N w X.X% TOC 30.70 BOS 30.97 `'� d J P P d• P P - MATCH EX d T. d - - - --- -_ --- - _ - -- - T° _ -� - - T - - - - FL 32.26_ • P _ gn TOC 32.76� /� P FL 32.24 W BOS 31.08 ° FG 31.49 d C'/ GRA 22+61.18, 68.18 RT TOC 32.74 W / / a BEGIN P MATCH EX W _ BOS 31.49 W 1 W W W J W W FL 32.04 FL 32.07 FG 33.16 W u" W W F� p ? TOC 32.57 1 S1.10 MATCH EX BOS 3 61 TOC 32.50 /0 FG 32.02 GRA 22+96.18, 62.00' RT MATCH EX ` END GRA 23+62.74, 65.41' RTC L - - i i i (FL 32.60�, GRA 23+55.25, 62.49 RT FG 32.05 \ BEGIN CURB SEND CURB TOC 33.10 MATCH EX MATCH EX FG 32.27 % FL 33.17 C \ FL 32.41 TOC 33.67 AFL 33.16 MATCH EX TOC 32.91 TOC 33.53 192305-g023 Q / FG 32.29 MATCH EX FG 32.43 FG 33.17 / MATCH EX MATCH EX 0' 20' 40' SCALE: 1" = 20' DEVELOPMENT ENGINEERING 4 Michael Sippo 09/11 /2024 •' R-4214152 DESIGNED: APPROVED: METRO TRANSIT CAPITAL DIVISION DATE: AD -READY SUBMITTAL ' JUNE 2024 A. VILLAR G. FRANCO (400) 14 3-5000 NE, SUITE 500 � gwns ��1 DRAWN: RAPI DRI DE I LINE TH AVE .jaco sBELLEVUE, WA 98004 �0 C. WILCOX King County CHECKED: PROJECT N0: LQR E N TO N SEGMENT DRAWING N0 ®Q13T No. REVISION BY APP'D DATE E4�'B' HORN E00566E18 MET GRA 19+00 TO GRA 24+00 SHEET GRADING PLAN 1 C 10.03 NALE�� 6/13/24 CHECKED: CONTRACT N0: N0: OF K. CHANG YUEN 1Cxxxxxxxx 1 152 473 U) X a Z O w r J N X a Z o � Wry Q W I J W X z O z W ry ry 0 X a z O z w ry J W U ry Q RMA J Q z 0 X X O C9 CV N 00 a z O z w n' 3I O X z O z W ry I z O X a 0 c m 00 m CV N z O z w 0 X 3 a O ry a_ 3I O X a Z O z w o o >I U � X 0 cz a J Z J 2i Q a X o o � U XO o U o CC) J N U w o co LO CY)o Lo 3: o U I o Y X pj C-) O 6 p N 0 a= o z w LU 0 0 X w v> �I � LL w Q U a X 2i GRA 25+98.42, 40.47' LT TAL-B 10+35.23 76.05' LT FG 32.61 GRADING GENERAL NOTES BEGIN CURB AND GUTTER MATCH EX\ BOS 32.45 BOS 35.70 TAL-B 13+68.54, 73.92' LT FG 35.79 1. ALL CURB HEIGHTS TO BE 6" UNLESS OTHERWISE NOTED. END CURB AND GUTTER I � END CURB AND GUTTER MATCH EX MATCH EX MATCH EX BOS 32.58� BOS 32.08 FG 35.58 MATCH CURB 2. SEE ROW, SURVEY CONTROL & ALIGNMENT PLANS FOR ROW EX FL 29.71 I FL 32.05 FL 34.96 FL 35.92 INFORMATION. TOC 30.22 I I TOC 32.54 BOS 33.14 BOS 33.20 BOS 34.14 BOS 35.10 TOC 35.46 I I MATCH EX FG 31.96 BOS 32.25 FG 33.08 FG 34.02 FG 34.98� TOC 36.32 �\ 3. SEE PAVING PLANS FOR EXACT LOCATION OF PROPOSED CIVIL IMPROVEMENTS. BOS 30.25 \ o -1.0% \ \�� FG 32.13 FL 33.40 FL 34.37 BOS 36.17 BOS 36.39 MATCH EX r o 1 0 a FL 31.35 FL 31.52 FL 32.46 C 4. GRADING ELEVATIONS PROVIDED AT KEY DESIGN POINTS AND 50 FOOT - � TOC 31.85 TOC 32.02 TOC 32.96 TOC 33.90 HOC 34.87 915460-0010� MATCH EX \ STATION INTERVALS. 1C .03 ' `14 _------- IS (IS FL 35.11 BOS 36.44 5. SEE LANDSCAPING PLANS FOR PLANTING LAYOUT. FG 30.35 FG 31.88 �" - TOC 35.66 - - } P 6. SEE STRUCTURAL PLANS FOR LIMIT AND TYPE OF RETAINING WALL. MATCH EX MATCH EX 1 6.04 \ P a - 7. SEE STATION PLANS FOR LIMIT OF STATION AREA AND PEDESTRIAN 1 C6.03 P Pa o a a `��. p . a FG 35.81 _ GUARDRAIL. 9 Q 4 / a ° ° a ° ° MATCH EX 8. SEE STATION PLANS FOR GRADING AT STATIONS INCLUDING LOCATION ILq EX � o� � T � �, � }--�T� 1 � OF FOUNDATIONS FOR SHELTERS AND TECH PYLONS. ETCH J � I P P P P P q ° O 9. SEE PAVING PLANS FOR LIMIT OF CONCRETE BUS PAD. CD ❑ _ T \ o o P 1 C6.05 10. SEE DRIVEWAY PLANS FOR DRIVEWAY GRADING AND LIMITS OF ® y 2 I T _ T N T T T "' T T- FG 35.76 T O � � T T M / � T � � T T T T � � T T T P 5 � T � CONFORMS.DRIVEWAY 11. SEE CURB RAMP P ANS FOR CURB RAMP GRADING. ° T T 1 C6.04 3, _ T T V T - T I - 12. NEGATIVE SLOPE VALUES ARE SHOWN IN THE DOWNHILL DIRECTION. FG 31.67 TAL-B 10+82.42, 42.00' LT FG 33.63 8� + MATCH EX FL �o o FG 32.06 FG 32.89 MATCH EX FG 34.36 0, FG 34.89 `T r W GRADING LEGEND GRA 25 56.53, 81.21 LT FG 30.14 �� MATCH EX MATCH EX MATCH E\ Sri MATCH EX FG 34.92 BEGIN CURB AND GUTTER MATCH EX / 12+00 TALBOT RD S MATCH EX I HMA FULL DEPTH FG 28.91 MATCH EX I �- 11 +00 � 3_+Qp ETCH EX FL 28.61 10 00 _ FG 34.73 0 TOC 28.66 \ FG 29.36 FG 31.26 (TAL-B-LINE) _ _ MATCH EX r MATCH EX FG 31.40 FG 31.51 MATCH EX �� n FG 31.74 _ _ Mi HMA OVERLAY GRA 24+77.10, 77.93' LT MATCH EX MATCH EX \ MATCH EX FG 32.30 _ END CURB AND GUTTER FG 29.98 MATCH EX C,G o CEMENT CONCRETE MATCH EX MATCH EX G N G FL28.11 _ FG31.90 o Q� MATCH EX M NlTOC 28.52 0 \ S SD SD S� SID - FG 32.27_ so o S� Sp SD SD SD `G G 00 CEMENT CONCRETE CROSSWALK FG 29.07 �w N _ W G G G MATCH EX G M_ G_ G FG 28.53 MATCH EX o SEE SHEET W TOC 32.41 TOC 32.50 MATCH EX TOC 32.45 TOC 32.46 G G W W W LANDSCAPING co° a ° ,a � MATCH EX TOC 32.63 � MATCH EX 1C10.04A W ° w q FG 31.76 MATCH EX l MATCH EX G \ \ FOR MEDIAN a ° _ _ _ MATCH EX Q Pi DETAIL 4 - - - - - - = - _ TOC 32.62 0 0000000o DETECTABLE WARNING SURFACE FG 29.74 , W - - W W _ o000000000 BOS 28.61 a a W _ _ _ - _ MATCH EX 1ATCH EX MATCH EX a FG 31.78 -' �- - - J � ° 1 f; � .� �. � � � � � � � Q RETAINING WALL =__BOS 32.76 ---- _ _ I y y y y y T - --�Q I / / 3 Qo -70 FL 31.34 U MATCH EX 35-1 3, �- TOC 31.84 BOS 32.62 BOS 32.63 BOS 32.81 - w PEDESTRIAN GUARDRAIL y y y LLI a /� BOS 32.86 _Z z a �/ a a MATCH EX MATCH EX MATCH EX I MATCH 4 4 TAL-B 11+70.88, 49.09' RT J FENCE y ° FL 28.35 0 Q a / Q a v a 4 BOS 31.95 END CURB AND GUTTER \ _MAO32.88 TCH EX y -1.5 /o TOC 28.78 Q ° BOS 31.85 MATCH EX \ v .03 � ,,, I � C� _ � I ° a � � � 4 � FL 31.69 � � RIGHT OF WAY (PROPOSED) BOS 28.90 y I Q y y � , � � � 1 y � � � TOC 32.24 a 4 BOS 31.89 \ yw (n _ EXISTING SLOPE � � 4 � �--� BOS 32.56 X.X% \ a 1 C6.04 MATCH EX FL 28.36 ° 19230 PROPOSED SLOPE TOC 28.86 y ( y 4� 4 4 \�0 / 5-9423 X.X% BOS 29.01 FG 29.08 ( ,� S/ Q..a� gQ4 a MATCH EX \ BOS 29.01 _ -3.4% o % -2.3% -2.1 % y ° MATCH LINE GRA 24+0 - 0 SEE SHEET 1 C10.03 CURB RETURN SCHEDULE RETURN # PC - STA, OFFSET PT - STA, OFFSET RADIUS LENGTH DELTA PC 1/4 1/2 3/4 PT 1 GRA 24+41.68, 42.26' LT GRA 24+77.10, 77.93' LT 35.00' 55.52' 90053'38" 28.35 28.29 28.23 28.17 28.11 2 GRA 25+56.53, 81.21' LT GRA 25+98.42, 40.47' LT 40.00' 64.81' 92050'07" 28.47 28.87 29.19 29.47 29.71 3 GRA 23+79.50, 50.50' RT TAL-B 11+52.57, 49.05' RT 105.00' 160.96' 87049'56" 30.91 30.02 30.13 31.23 31.34 4 TAL-B 10+35.23, 76.05' LT TAL-B 10+70.21, 42.00' LT 35.00' 54.03' 88027'07" 32.05 31.88 31.70 31.52 31.35 wTAL-B 13+36.66, 42.00' LT TAL-B 13+67.42, 68.47' LT 35.00' 45.60' 74038'26" 35.17 35.36 35.55 35.74 35.93 0' 20' 40' SCALE: 1" = 20' DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214153 DESIGNED: APPROVED: METRO TRANSIT CAPITAL DIVISION DATE: AD -READY SUBMITTAL ' JUNE 2024 �$. �N%ra'Nlk" A. VILLAR G. FRANCO (425 1 53-50002TH AVE NE, SUITE 500 ��4.� waDRAWN: .RAPIDRIDE I LINE BELLEVUE, WA 98004 � C. WILCOX King County CHECKED: PROJECT N0: LQ R E N TO N SEGMENT DRAWING N0: pis �$B. HORN E00566E18 MET GRADING PLAN 1C10.04 ®�`��'�� 6/13/24 CHECKED: CONTRACT N0: No. REVISION BY APP'D DATE TAL-B 10+00 TO TAL-B 14+00 SHEET N0: OF K. CHANG YUEN CXXXXXXXX 153 473 z 0 w J N X � O z o z 0 w JI W w X Iwo z 0 z w of z 0 z w 0 c� X 0 z J w U Q 0 _. z 0 z w 3 z 0 z w ry X 0) 0 N 00 CV z 0 z w ry 3 0 X z O z w ry z O ry X 0 m (V N z 0 z w ry 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. SD 9. SEE PAVING PLANS FOR LIMIT OF CONCRETE BUS PAD. f so 10. SEE DRIVEWAY PLANS FOR DRIVEWAY GRADING AND LIMITS OF DRIVEWAY CONFORMS. \ R=40.00' 11. SEE CURB RAMP PLANS FOR CURB RAMP GRADING. ,o L-13.40' so - _ 12. NEGATIVE SLOPE VALUES ARE SHOWN IN THE DOWNHILL DIRECTION. A=19°11'22"V - /\ GRA 24+59.36, 43.98 RT \ GRADING LEGEND GRA 24+72.56, 45.21' RTPC � GRA 24+60.46, 39.92' RT ,o FL 30.97 �� PC Q . PT = \, FL 31.09 HMA FULL DEPTH FL 30.94 ' i R-3.00� A R=1.00' L _4.54' R=1.00 \ GRA 24+54.24, 39.78' RT L=1.85' A=864626 \ L-2.58HMA OVERLAY PT A=105°56'24" GRA 24+62.27, 46.86 RT c A=148° 05 49 R=1.00' FL 30.92 PT GRA 24+72.01, 47.05' RT °o CEMENT CONCRETE L=1.51' GRA 24+59.24, 40.93' RT FL 31.02 / PT /A=86046'54" PC \� / FL 31.10 FL 30.94 �_ _ GRA 24+81.17, 52.93 RT GRA 24+53.27, 38.82 RT _ ----� Q PCC` �\ CEMENT CONCRETE CROSSWALK X PC R=40.00' FL 31.18 �� W W W Q; FL 30.91 °° °° _ s 0 J � GRA 24+54.66, 50.20' RT � ° o - L 25.61 , „ O � \ \ � W y W LANDSCAPING PT � o � 4 0 . R-2.00 o A 36 41 16 P FL 31.01 °° o °� ° ° c �� O� °0 0 0 0 0 0° DETECTABLE WARNING SURFACE L-2.11' °g°° ° �p ° o A=48 38 32 0 \ ,9 ° ° ° o ° o o ° o ° Q J /A=40°14'54" °° 1� ° n GRA 24+79.71, 52.22' RT p GRA 24+90.31, 76.33' RTC ' GRA 24+54.04 52.17' RT ° 90 �° ,� -,gym,;, ° D PT, ;L� �/ O RETAINING WALL / Po i _ ° + FL 31.17 GRA 24+62.03, 51.86' RT FL 31.44 C R 3.00' �O FL 31.02 �� °o `L=2.77' PC a ° a Q GRA 24+91.32 94.74' RT PEDESTRIAN GUARDRAIL 1 _ D DUX GRA 24+37.81, 38.61' RT 9 ° P - .0 /o - ° FL 31.07 `L o ° ° A=52 58 40 PT FL 31.49 - 64, 53.01' RT �� FENCE R=3.00' o GRA 24 0. o. R=3.00' FL 30.78 +59 _ i PT L=8.01' FL 31.07\ R=118.00' L=8.24' A=152°53'34" GRA 24+36.40, 44.27' RT GRA 24+56.84, 58.22' RTP L=48.45 A=157 2641 RIGHT OF WAY (PROPOSED) PRC GRA 24+52.85, 53.72' RT'/ PRC A=23°31'30" FL 30.86 PT' FL 31.08 GRA 24+85.76, 96.22' RT EXISTING SLOPE _ Q \ ; FL 31.03 R=100' 0 \ �o PRC>> X.X°o/ / GRA 24+51.48 53.90' RT .\� FL 31.43 R=1.00' L=1.53' PRC PROPOSED SLOPE L=1.55' A=87°46'20" i FL 31.02 ,,A1, 11 0' 10, 20' DEVELOPMENT ENGINEERING SCALE: 1" = 10' Michael Sippo 09/11 /2024 FR--42141-541 DESIGNED: APPROVED: METRO TRANSIT CAPITAL DIVISION DATE: AD -READY SUBMITTAL ' JUNE 2024 A. (425) 453-5000 ��'� w•�•s�� DRAWN: G. FRANCO RAP I D RI D E I LINE 1100 112TH AVE NE, SUITE 500 BELLEVUE, WA 98004 ®� C. WILCOX King County CHECKED: PROJECT NO: R E N TO N SEGMENT DRAWING NO: 14834 B. HORN E00566E18 MET GRADING PLAN 1 C 10.04A OF N0: 6/13/24 CHECKED: CONTRACT N0: SHEET No. REVISION BY APP'D DATE S GRADY WAY & TALBOT RD S NO: 473 K. CHANG YUEN CXXXXXXXX 154 F. U) X a Z O z w J X a z O z w ry J w X a z O z w ry r' 0 X a z O z w ry ry Q c? X O z J w U ry Q X z O z w J Q Z 0 x a; a Z O H Z w _. O C9 CV N 00 z O z w n' 3 O X z O z w ry i z O Q x a c 0 c m m Cl? CV N a z O z w 0 X 3 a O ry 3: O X a Z O z LO w ry U 4- 0 3 9 p J Z J a Q X o � U p o N pop J N o U w mof E C�o Lo q� o� 77 Y 0 X C" O O N 0 �o z w c 0 Y J Lq 3iW LL.w w q a C-)d X N 1 O 0 W Imm TAI _Q 1A4.M AD -READY SUBMITTAL No. I REVISION I WAVE- 1 LT" �_I■ �Lmw Ism J BY I APP'D I DATE nr FL 34.34 I TAI _R 17-41 RQ QA Oq1 I T' EIVU VVRD P1114U VV I I CR MATCH EX iC D 192305-9094 FG 33.39 MATCH EX CURB RETURN SCHEDULE TOC 31.711 BOS 31.83 1 f w _ W LijW W 0 O L0 00 T_ RETURN # PC - STA, OFFSET PT - STA, OFFSET RADIUS LENGTH DELTA PC 1/4 1/2 3/4 PT O TAL-13 15+68.44, 71.99' RT TAL-13 16+07.21, 41.70' RT 35.00' 51.20' 83049'03" 34.27 33.82 33.49 32.97 32.45 O TAL-B 15+68.44, 71.99' RT TAL-B 15+71.42, 75.46' RT 3.00' 4.90' 93033'01 " 34.27 34.31 34.34 34.32 34.31 O TAL-B 15+78.20, 76.01' RT TAL-B 15+84.22, 71.46' RT 5.00' 7.83' 89041'40" 34.24 34.21 34.19 34.19 34.21 O TAL-13 15+11.20, 44.98' RT TAL-13 15+38.91, 75.37' RT 35.00' 42.03' 68048'39" 32.78 33.34 1 33.62 34.07 34.88 O TAL-13 14+02.90, 79.27' LT TAL-13 14+34.27, 41.00' LT 35.00' 57.47' 94004'49" 35.54 35.30 35.05 34.80 34.56 6 O TAL-13 16+59.06, 41.00' LT TAL-13 17+01.59, 98.23' LT 45.00' 82.70' 105017'59" 32.24 32.47 32.70 32.93 33.36 ON (425) 453-5000 1100 112TH AVE NE, SUITE 500 ,jacobsBELLEVUE, WA 98004 DESIGNED: 1 APPROVED: A. VILLAR G. FRANCO DRAWN: C. WILCOX King County CHECKED: PROJECT NO: B. HORN E00566E18 METRO 3 CHECKED: CONTRACT NO: 1Cxxxxxxxx K. CHANG YUEN 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. GRADING LEGEND N HMA FULL DEPTH r O HMA OVERLAY O o. PD CEMENT CONCRETE N V CEMENT CONCRETE CROSSWALK W Y W y y y LANDSCAPING N DETECTABLE WARNING SURFACE M O RETAINING WALL OO 1 PEDESTRIAN GUARDRAIL N ce FENCE a RIGHT OF WAY (PROPOSED) X.X% EXISTING SLOPE O � PROPOSED SLOPE N O X.X% O O 1 N N Q J DEVELOPMENT ENGINEERING Michael Sippo 09/11 /2024 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT GRADING PLAN TAL-B 14+00 TO TAL-B 18+50 SCALE: 1" = 20' R-4214155 DATE: JUNE 2024 DRAWING NO: 1C10.05 SHEET NO: OF 155 473 a z O z w ry 0 Q C� X 2 N z O 1 z w z 0 Q W U Z X a O U LU w X a z O z w J w X z O z w J X z O z w CO X z O z w 0 X O LL z J w U ry Q d X a O C9 N N 00 iz�) z O z w ry z O Q X 3 a c 0 m ry m CV N z O z w ry O X O ry a_ 3 O X Z O z w o ry o � 0 C J Z J 2i Q o_ X U 0 0 m U o CC) J N U o w 0 m ry LO I_Lpo Lo M � - 0 U 0 Y X pj (Z) O 6 NCD 0 a= w = w � � J 0 0 X . w v> LU LL 0-0 w Q U a X O 0 U W W Cn m II 10- HO 0- AD-READY SUBMITTAL No. I REVISION BY I APP'D I DATE i1WrtlrA&dA.A.A c1mu SD � 7 W W/ W - 171<0 21 +00 LP I--" FL 31.17-dq_o dHO - dr0 dl - I dHO - l � dHU - dHO dHO - TOC 32.39 BOS 32.67 MATCH EX MATCH EXsl BOS 32.44 CS \ MATCH EX BOS 32.75 1 0> MATCH EX ;;;o BOS 32.71 MATCH EX a �� -d a TOC 32.64 MATCH EX W TOC 32.78 M MATCH EX W TOC 32.81 - M ! MATCH EX Cc� 22+00 / FG 32.31 MATCH EX o MA FG 32.52 _ FG 32.71 N MATCH EX TCH EX \ -EI 0) 07P,--\ dH0 1 os 0-23+00 TALBOT RD S (TAL-B-LINE) 2 d w FL 32.61 J `P TOC 33.11 J dy O dH -0.6% z W 0-00\ I � FG 32.82 MATCH EX I / TAL-B 22+49.71, 87.53' RT I END CURB AND GUTTER MATCH EXFL 32.68 H1 TOC 33.21 I I I I L CURB RETURN SCHEDULE RETURN # PC - STA, OFFSET PT - STA, OFFSET RADIUS LENGTH DELTA PC 1/4 1/2 3/4 PT O1 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 so (425) 453-5000 1100 112TH AVE NE, SUITE 500 ,jacobsBELLEVUE, WA 98004 DESIGNED: A. VILLAR DRAWN: C. WILCOX CHECKED: B. HORN CHECKED: K. CHANG YUEN APPROVED: G. FRANCO PROJECT NO: E00566E18 CONTRACT NO: CXXXXXXXX LIM King County METRO 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. GRADING LEGEND HMA FULL DEPTH HMA OVERLAY PD CEMENT CONCRETE CEMENT CONCRETE CROSSWALK W W W W y W LANDSCAPING L100"o°00000000°°°°°°°°° DETECTABLE WARNING SURFACE RETAINING WALL PEDESTRIAN GUARDRAIL x FENCE RIGHT OF WAY (PROPOSED) x.x% EXISTING SLOPE PROPOSED SLOPE X.X% 0' 20' 40' DEVELOPMENT ENGINEERING SCALE: 1" = 20' 0:1 Mic hael Sippo 09/11/2024 FR-4214156 METRO TRANSIT CAPITAL DIVISION DATE: RAPIDRIDE I LINE JUNE2024 RENTON SEGMENT DRAWING NO: GRADING PLAN 1 C10.06 TAL-B 18+50 TO TAL-B 23+50 SHEET NO: OF 156 473 a z O z w ry 0 Q C� X 2 N z O 1 z w z 0 Q = W U Z X a co O U LU w X a z O z w J Ly X z O z w J X z O z w ry CO z O z w 0 O LL z w U ry Q X a 0 C9 N N M z O Z w ry z O Q a 0 ry m CV N z O z w ry 3' O X 3 O ry a 3: O X z O z w ry o >� U � X 0 C J z J 2i Q o X o U XO o rn U o CC) J N U o w 0mry LO r'_ Lo M � - 0 U 0 Y X pj <'`) O 6 p N 0 oz w c CD = w � � J 0 0 X . w v> LU LL 0-0 w Q C) a_ X ° dHO P TALBOT RD S (TAL-21-LINE) �j FG 187.54 MATCH EX � FL 194.06 3 -/__'`TOC 194.39 4 / TAL-21 25+96.91, 17.74' RT I d 0 dH0 - 2dmu8 dHO - - - - 1 C6,.09 \FL 192.51 \ TOC 193.01 e \ p FL 193.72 TOC 194.05 BOS 194.05 BOS 191.40 MATCH EX FG 191.31 \ 1-1 TAL-21 25+65.42, 43.63' RT OQ,Q�6`3 MATCH EX `�' BEGIN CURB AND GUTTER MATCH EX FL 191.52 TOC 191.52 \ O o - BOS 197.18 U' TAL-21 25+38.01, 50.26' LT MATCH EX °ti o BEGIN CURB AND GUTTER I MATCH EX \ FL196.56' ----__ TOC 197.02 BOS 196.14 _ d - d- �2°°- - d d FG196.83 sa __ _---�-- __ -- MATCH EX -1 C6.09 BOS194.09 y �\ 1 S1 13 - _r 'FL 195.56 TOC 196.06- \ TAL-21 26+12.66, 17.84' LT END CURB AND GUTTER 'c FG 195.04 as o MATCH EX- MATCH EX M M �s FL 192.46 FG 195.28 FL 193.66 N as -TOC 192.96 �s� as as - MATCH EX TOC 194.16 . L6 FL 193.96 • AFL 193.89 FG 193.20 +dC TOC 194.30 . ' MATCH EX 27+00 _ . TOC 194.22 _ _ _ TAL-21 25+69.78, 13.76' RT �� ' 193.73 • .HP, BEGIN 4" CURB HEIGHT •o�FG MATCH EX AD -READY SUBMITTAL No. I REVISION BY I APP'D I DATE END CURB AND GUTTER MATCH EX_ END CURB HEIGHT TRANSITION FL 193.29 TOC 193.82 TAL-21 25+92.95, 17.35' RT END 4" CURB HEIGHT QQ,O� BEGIN CURB HEIGHT TRANSITION FL 193.46 TOC 193.79 BOS 193.69 MATCH EX BOS 193.78 d� TAL-21 27+77.09, 20.29' RT .BEGIN CURB AND GUTTER ° MATCH EX � FL 187.09 y y TOC 187.59 /TOC 187.60 MATCH EX 18E Q � w \ �s C) \ \ \ J FG 187.00 MATCH EX 0 u y y y y FL 186.74- y y y TOC 187.24- y / - 1 1S1.14 0 00 0 s� CURB RETURN SCHEDULE .4 I d TAL-21 28+29.99, 18.34' RT END CURB AND GUTTER \ \ MATCH EX \ FL 185.81 TOC 186.31 I QQ,OQ2Q I I RETURN # PC - STA, OFFSET PT - STA, OFFSET RADIUS LENGTH DELTA PC 1/4 1/2 3/4 PT 1 TAL-21 25+42.09, 42.37' LT TAL-21 25+82.24, 17.85' LT 45.00' 49.38' 62052'13" 195.56 194.83 194.63 194.18 193.66 2 TAL-21 25+60.99, 34.62' RT TAL-21 25+74.72, 13.02' RT 15.00' 30.67' 117009'21" 192.51 193.26 193.80 193.98 193.96 3 TAL-21 25+78.41, 13.08' RT TAL-21 25+86.62, 15.00' RT 20.00' 8.49' 24019'16" 193.89 193.85 193.80 193.76 193.72 4 TAL-21 25+88.35, 15.82' RT TAL-21 25+96.91, 17.74' RT 20.00' 8.84' 25019'47" 193.64 193.56 193.47 193.38 193.29 so (425) 453-5000 1100 112TH AVE NE, SUITE 500 COBELLEVUE, WA 98004 DESIGNED: A. VILLAR DRAWN: C. WILCOX CHECKED: K. CRAIG CHECKED: l K. CHANG YUEN APPROVED: G. FRANCO PROJECT NO: E00566E18 CONTRACT NO: CXXXXXXXX LIM King County METRO 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. GRADING LEGEND N HMA FULL DEPTH r r O HMA OVERLAY 0 o. �D CEMENT CONCRETE N U CEMENT CONCRETE CROSSWALK W •Y W W y W LANDSCAPING N Ll-'�o DETECTABLE WARNING SURFACE O RETAINING WALL DO PEDESTRIAN GUARDRAIL rN ce FENCE a RIGHT OF WAY (PROPOSED) X.X% EXISTING SLOPE 0 � PROPOSED SLOPE N O X.X% O O N N a J 0' 20' 40' " = DEVELOPMENT ENGINEERING SCALE: 120' ' Michael Sippo 09/11 /2024 FR--4214157 METRO TRANSIT CAPITAL DIVISION DATE: RAPIDRIDE I LINE JUNE2024 RENTON SEGMENT GRADING PLAN TAL-21 24+00 TO TAL-21 29+00 DRAWING NO: 1C10.07 SHEET NO: OF 157 473 a z O z W ry ry 0 Q C.� X 3 a Z O z W ry I z z a U Z X 3 a O CO U LU W 2 X 3 a Z O z W ry J W X a Z O z W ry I J X a Z O z W ry I CO H X 3 a Z O z W ry 0 ry X 3 a O LL z J W U ry Q d X 3 a O ry C9 m N N M O) a Z O z W ry I z O Q Cl? X 3 a c 0 c m 00 m CV CV co O) a Z O Z LU [L' 3I O nX, 3 a O ry a 3I O ry X a Z O z w W o ry o >I U � X o i�: c6 a J Z � J 2i Q a o_ X 0 0) U XO CN m U o CC) J N Cl) 3: wI o U LL.I co 0 m ry � Qm M _ 0 Lo M C) .. U x o p N 0 � ~o Z W % c CD W Ne J 0 0 X 2� W (n �IF --- LLC7 W Q U a X 2i a z O z W ry ry 0 Q C.� X 3 a Z O z W ry I z z a U Z X 3 a O CO U LU W 2 X 3 a Z O z W ry J W X a Z O z W ry I J X a Z O z W ry I CO H X 3 a Z O z W ry 0 ry X 3 a O LL z J W U ry Q d X 3 a O ry C9 m N N 00 O) a Z O z W ry I z O Q Cl? X 3 a c 0 c m 00 m CV CV co O) a Z O Z LU [L' 3I O nX, 3 a O ry a 3I O ry X a Z O z rn W o ry o >I U � X o i�: c6 a J Z � J 2i Q a o_ X 0 0) U 0 CN 0 m U o CC) J N Cl) 3: wI o U LL.I co 0 m ry � Qm CY) Lo N ) V U L)I o Y x o p N 0 � ~o Z W % c CD W J 0 0 X 2� W (n �IF --- LLC7 W Q U a X 2i a z O z w ry 0 Q C� X N 2 z O 1 z Q w zl � z 0 Q W U Z X a O U w w X a z O z w I J w X a z O z w I J X z O z w ry I CO X z O z w }I 0 X O LL z J w U ry Q X a O C9 N N 00 z O z w ry I z O Q X 3 a 0 _ ry ry m CV N z O z w ry 3 O X 3 a O ry a 3I O X a Z O z o w ry o >I U � X 0 cz a J Z J 2i Q a o_ X U 0 0 m U o CC) J N Cl) 3: ryI o U LL.I 0oory � Qm Lo -0 U 0 Y p X pj M O 6 p N 0 oz w c C� = w � � J 0 0 X . w v> LU LL 0-0 w Q U a X T I - / TAL-21 89 +20.40, 5.00'LT AP AP 89+10.40, 5.00'LT 1 FG 109.10 FG 109.29 TAL-21 89+20.40,2.00' LTTAL21 88+94.28, 5.00'LT TAL-21 89+10.40, 2.00'LTPT FG 10885 AP AP FG 109 TAL-21 89+24.28, 5.00' LT FG 109.13 33 AA PC - R=5.00' M FG 109.39 L-15.74' y y y y °° ° y TAL-21 89+22.34, 0.00' LT A=180°24'19" r yy y yy ,89+0© yy y vy p y - FG 109.34 - I y y. y y TAL-21 88+89.28, 0.00' LT y y y y TAL-21 89+29.28, 0.00' LT FG 108.91 y y y y y FG 109.58 R=5.00' TAL-21 88+94.31, 5.00' RT ' TAL-21 89+24.28, 2.00' RT L=15.71 PC TAL-21 89+14.28, 2.00' RT _ AP A=180°00'00" FG 108.83 AP - FG 109.33 TAL-21 89+12.34, 0.00' LT . FG 109.19 1 C6.14 FG 109.15 TAL-21 89+14.28, 5.00' RT TAL-21 89+24.28, 5.00' RT =FG AP AP 109.21 FG 109.39 0 I I 86+00 TA L B OT R D S 87+00 (TAL-21-LINE) AD -READY SUBMITTAL No. I REVISION BY I APP'D I DATE BOS 109.01 FL 108.86 TOC 108.86� MATCH EX FL 107.851 TOC 108.34= FG 108.15 M ;V\ MATCH E - 0 88+00 - FG 108., MATCH E C TAL-21 88+28.24, 22.04� RT j e-A „ D a - 1 BEGIN CURB AND GUTTER" FL 108.24; - MATCH EX TOC 108.74_ FL 107.95 --`� _ �TOC 108.45 FL 108.82- -g�jr STOC 108.82 1 S1.19 so (425) 453-5000 1100 112TH AVE NE, SUITE 500 ,jacobsBELLEVUE, WA 98004 0' 10, 20' SCALE: 1" = 10' 0 o \ TAL-21 88+86.27, 21.92' LT \ MEDIAN DETAIL FG 109.61 MATCH EX FG 109.09 FG 109.42 - MATCH EX�TCH EX r70i ��MATCH EX 0 124'FL 108.50 \-�;--BOS 108.98 IC6.19t Ad :• 1• . .. • LP _VFL 108.41�_ - TOC 108.91 FL 108.61 TOC 108.61\ _�05 I \ DESIGNED: APPROVED: A. VILLAR G. FRANCO DRAWN: C. WILCOX CHECKED: PROJECT NO: K. CRAIG E00566E18 CHECKED: CONTRACT NO: l K. CHANG YUEN CXXXXXXXX �II 90+00 •� - -110 / 1~ � 105, 0__ S 1 � LIQ King County METRO 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. GRADING LEGEND N HMA FULL DEPTH r O HMA OVERLAY O o. D CEMENT CONCRETE N U CEMENT CONCRETE CROSSWALK W •Y W W y W LANDSCAPING N ° DETECTABLE WARNING SURFACE M °°°°°°°°°° O RETAINING WALL QO PEDESTRIAN GUARDRAIL N FENCE a RIGHT OF WAY (PROPOSED) X.X% EXISTING SLOPE O � PROPOSED SLOPE N O X.X% O O N N J DEVELOPMENT ENGINEERING t IL I Michael Sippo 09/11/2024 %.�# 0' 20' 40' SCALE: 1" = 20' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT GRADING PLAN TAL-B 86+00 TO TAL-B 91 +00 R-4214160 DATE: JUNE 2024 DRAWING NO: 1C10.10 SHEET NO: OF 160 473 a z O z w ry 0 Q C� X 2 N z O 1 z w z 0 Q = W U Z x a O U LU w x a z O z w J Ly x z O z w J x z O z w ry CO X Z O z w 0 O LL z w U ry Q x a O C9 N N M z O z w ry z O ry a 0 _ m CV N Z O z w ry 3 O X O ry 3 O X Z O z w �ry U � x 0 C J Z ZT J 2i Q o_ x U x0 0 rn U o CC) J N U o w 0mry LO ti M 0 Lo C) c9 73 U 0 Y X pj C'`) CD R7 p N 0 a= w c CD = w � � J 0 0 x . w CO LU LL 0-0 w Q U a x / BOS 352.26 / TOW 352.50 322305-9040 FL 351.65 /laot 053 TOC 352.15 BOS 350.93 BOS 351.82 BOS 353.11 / BOS 348.87 TOW 353.32 1 C6.15 Otip / BOS 352.97 1 S1.24� _ _ - I / MATCH EX / oyA ��29Q5-9151BOS 346.36 - - - -- - - - ° - �� W o W W� W CAR 45+71.03, 33.27' LT _ W 350 = W END CURB AND GUTTER _ - - CAR 43+83.83, 33.20' LT - o a o D °4 LOL o MATCH EX FL 352.86 o- BEGIN CURB AND GUTTER d ° --°' - �o ---- - - - - _ - - - MATCH EX ---- TOC 352.95 0 FL 344.90 \ \ W `TOC 345.35 • • N FL 350.96 ass \ W FG 347.89 FL 349.14 I FG 352.73 FL 345.73 TOG 349.64r TOC 351.46 d \A FG 344.63 TOC 346.23 MATCH EX _ "I,J 1 MATCH EX MATCH EX -\ - FL 348.14 FL 350.35 FG 351.95 FG 351.66 s 6\ O s FG 345.48 TOC 350.85 MATCH EX MATCH EX FG 353.56 TOC 348.64 45 00 4 +00 MATCH EX SE CARR FG 344.04 44+00 MATCH EX _ _ - o MATCH_ - FG 346.57 FG 348.74 FG 350.04 FG 350.63 �� o - _ RD 47+00 FG 351.23 - - FG 343.67 o us MATCH EX � F- � �� MATCH EX MATCH EX MATCH EX o CAR-LINE1 43'�00 - FL 341.07 MATCH EX �� MATCH EX _ G_ G _ \ J FL 346.83 T L9_ T CAR 46+15.67, 22.78' RT � \ FG 340.62 TOC 341.56 FL 343.59 I i� T -TOC 347.33 T o MATCH EX �;�' - TOC 344.09 ) a \ T BEGIN MATCH EX AND GUTTER_ T \ G CAR 43+43.59, 22.49' RT W ° FL 352.35-------E D in ° ° W o 1 = T 1 BEGIN CURB AND GUTTERS a W. , ..W 1 W/ W - - TOC 352.81 �L MATCH EX .a \. W - - s FL 340.27 a =" ° W W - T �� W BOS 352.91 / W - 1 TOC 340.73 W TBOS 347.53 h T- W W W W W W Ss V W W FL 351.09� -MATCH EX� �' �360 T / �oWi0� - - _ ICV Q �� W _ TOC 351.59 - - _ j 105TH 10+92.53, 23.60 RT W _340 _ \� - FL 350.30 �� v 1 C6.15 CAR 45+87.44, 23.25' RT FL 350.45 � �' W o 106.15 � � �� ° s W - _ LP- -t�d_ I -' nH Aw TOC 350.95 Q FL 350.82 _ 37 OS 351.08 s a >So y , FL 351.29 3 TOC 351.79i 0 of FG 352.18 / MATCH EX / ' V 1 C6.15/ 105TH 10+84.38 17.54 LT o Os SOo , ti s� W W 7� BOS 353.35 MATCH EX S�F S, yF FT 7cI o �2 AD -READY SUBMITTAL No. I REVISION BY I APP'D I DATE END CURB AND GUTTER MATCH EX FL 352.69 TOC 353.15 CURB RETURN SCHEDULE RETURN # PC - STA, OFFSET PT - STA, OFFSET RADIUS LENGTH DELTA PC 1/4 1/2 3/4 PT 1 CAR 44+57.02, 22.10' RT 105TH 10+96.92, 23.02' RT 40.00' 80.40' 115010'07" 346.83 347.97 349.12 349.75 350.45 2 105TH 10+40.31, 17.32' LT CAR 45+92.21, 22.93' RT 35.00' 40.79' 66046'42" 351.30 351.04 350.88 380.84 351.09 so (425) 453-5000 1100 112TH AVE NE, SUITE 500 COBELLEVUE, WA 98004 DESIGNED: A. VILLAR DRAWN: C. WILCOX CHECKED: K. CRAIG CHECKED: K. CHANG YUEN APPROVED: G. FRANCO PROJECT NO: E00566E18 CONTRACT NO: CXXXXXXXX LIM King County METRO 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. GRADING LEGEND HMA FULL DEPTH HMA OVERLAY CEMENT CONCRETE CEMENT CONCRETE CROSSWALK W W W W y W LANDSCAPING ° DETECTABLE WARNING SURFACE ° °° RETAINING WALL PEDESTRIAN GUARDRAIL FENCE RIGHT OF WAY (PROPOSED) X.X% EXISTING SLOPE PROPOSED SLOPE X.X% 0' 20' 40' SCALE: 1" = 20' DEVELOPMENT ENGINEERING e N+% I Michael Sippo 09/11 /2024 FR-4-214161 METRO TRANSIT CAPITAL DIVISION DATE: RAPIDRIDE I LINE JUNE2024 RENTON SEGMENT DRAWING NO: GRADING PLAN 1 C10.11 CAR 43+00 TO CAR 47+50 SHEET NO: OF 161 473 O N O O O N N Q J a z O z W ry ry 0 Q C.� X 3 a Z O z W ry I z z a U Z X 3 a O CO U LU W 2 X 3 a Z O z W ry J W X a Z O z W ry I J X a Z O z W ry I CO H X 3 a Z O z W ry 0 ry X 3 a O LL z J W U ry Q d X 3 a O ry C9 m N N M O) a Z O z W ry I z O Q Cl? X 3 a c 0 c m 00 m CV CV co O) a Z O Z LU [L' 3I O nX, 3 a O ry a 3I O ry X a Z O z N_ W ry o >I U � X o i�: c6 a J Z � J 2i Q a o_ X 0 0) U 0 CN m U o CC) J N Cl) 3: wI o U LL.I 0 m ry � Qm ti N 0 Lo M U L)I o Y x o p N 0 � ~o Z W % c CD W � � J 0 0 X 2� W (n �IF --- LLC7 W Q U a X 2i a z O z w ry 0 Q C� X 2 N z O 1 z w z 0 Q = W U Z X a O U LU w X a z O z w J w X a z O z w J X z O z w ry CO X z O z w 0 X O LL Z w U ry Q X a 0 C9 N N M z O z w ry z O Q a 0 ry m CV N M a z O z w ry 3 O X 3 O or 3 O X a z O z M w ry O >� U � X 0 cz a J Z J 2i Q a o_ X U XO o rn U o CC) J N U o w 0mry LO M _ 0 �j N U 0� o Y X � o� p N 0 a= w = w � � J 0 0 X . w v> LU LL 0-0 w Q U a X i 105TH 26+32.74, 43.42' LT END CURB AND GUTTER END CURB HEIGHT TRANSITION MATCH EX 105TH 26+32.71, 38.42' LT FL 385.60, END 4" CURB HEIGHT 'TOC 385.87 BEGIN CURB HEIGHT TRANSITION FL 385.62 TOC 385.96 BOS 385.93- 105TH 26+32.68, 32.67' LT BEGIN 4" CURB HEIGHT FL 385.59 TOC 385.92- II BOS 385.87- 91 O I� -- ---- BOS383.- _ 1 MATCH EX - - - 1 C6.16: 1 S1.25 BOS 385.37 105TH 25+36.12, 18.18' LT = _ -- BEGIN CURB AND GUTTER y y y y y y y- MATCH EX P _ FL 383.29 w _ w TOC383.78 0 1 - V� s FL 383.31 23+00 24+00 SE 180TH ST )25+00 D TOC 383.81 M (105TH-LINE) FG 384.00 MATCH EX FL 383.39-2 TOC 383.89 ImElp I P T $ -385- - o CURB RETURN SCHEDULE d - 7 2 LFL 383.53 FL 384.37-/ } TOC 384.03 TOC 384.87 FG 385.01 . MATCH EX 8 105TH 26+01.40, 17.54' RT L0 7 BEGIN CURB AND GUTTER - MATCH EX FL 383.99 d 'p TOC 384.51 -3 105TH 26+57.71, 39.50' LT FG 385.81 BEGIN CURB AND GUTTER MATCH EX MATCH EX FL 385.89-90 FG 385.92 TOC 386.31 MATCH EX gOS 386.40 ll II BOS 387.73 II BOS 386.56 MATCH EX BOS 386.98 105TH 26+90.01, 18.29' LT 105TH 26+72.04, 12.51' LT END 5" CURB HEIGHT BEGIN 5" CURB HEIGHT BEGIN CURB HEIGHT TRANSITION FL 386.57 FL 387.05 -2.0% ' TOC 386.980 ---- % - - - / TOC 387.46 L FL 386.81 - - �� - TOC 387.23 FL 386.16 0 _ - y TOC 386.66 y 105TH 26+95.00, 18.34' LT - 390 _- z D FL 385.50 d END CURB AND GUTTER p TOC 385.64 o d END CURB HEIGHT TRANSITION MATCH EX 3 ~ 5 6 �- W FL 387.19 - W 4 FL 384.89 1 C6.16 FL 386.60 ' -� TOC 387.68 TOC 385.33 FL 386.58\ TOC 387.02 +00 0 TOC 387.00 - - FL 384.76' FL 387.47 o' FL 385.60 • TOC 387.97 ' TOC 384.93 ' ►? ' TOC 386.10 \ 9 co 388.72 w \ b d od P 10 c - MATCH EX y BOO 384.64 MATCH EX �V __x- BOS 384.96 - - 1 C6.16 I 1 S1.26 / I FL 384.37 TOC 384.87 - 385 � L �322305-9362 _ � I RETURN # PC - STA, OFFSET PT - STA, OFFSET RADIUS LENGTH DELTA PC 1/4 1/2 3/4 PT W105TH 25+39.15, 18.18' LT 105TH 25+47.93, 15.34' LT 15.00' 9.38' 35049'46" 383.31 383.33 383.35 383.37 383.39 Q105TH 25+47.93, 15.34' LT 105TH 25+56.71, 12.50' LT 15.00' 9.38' 35049'46" 383.39 383.42 383.46 383.49 383.53 Q105TH 26+17.66, 12.50' LT 105TH 26+32.66, 27.50' LT 15.00' 23.56' 90000'12" 384.89 385.18 385.32 385.40 385.50 W4 105TH 26+57.71, 27.51' LT 105TH 26+72.71, 12.50' LT 15.00' 23.57' 90001'56" 386.16 386.28 386.35 386.45 386.58 5 105TH 26+73.64, 12.50' LT 105TH 26+82.55, 15.43' LT 15.00' 9.53' 36024'41" 386.60 386.66 386.71 386.76 386.81 6 105TH 26+82.55, 15.43' LT 105TH 26+91.52, 18.36' LT 15.00' 9.60' 36041'13" 386.81 386.88 386.95 387.02 387.09 7 105TH 26+01.40, 17.54' RT 105TH 26+11.12, 14.99' RT 20.00' 10.16' 29007'05" 383.99 384.08 384.18 384.28 384.37 8 105TH 26+11.12, 14.99' RT 105TH 26+20.89, 12.44' RT 20.00' 10.21' 29014'27" 384.37 384.47 384.57 384.66 384.76 9 105TH 26+95.89, 12.44' RT 105TH 27+05.58, 14.94' RT 20.00' 10.11, 28057'18" 387.47 387.57 387.67 387.75 387.82 s105TH 27+05.58, 14.94' RT 105TH 27+15.26, 17.44' RT 20.00' 10.11, 28057'18" 387.82 387.88 387.95 388.02 388.08 AD -READY SUBMITTAL No. I REVISION BY I APP'D I DATE so (425) 453-5000 1100 112TH AVE NE, SUITE 500 cobBELLEVUE, WA 98004 DESIGNED: A. VILLAR DRAWN: C. WILCOX CHECKED: K. CRAIG CHECKED: K. CHANG YUEN APPROVED: G. FRANCO PROJECT NO: E00566E18 CONTRACT NO: CXXXXXXXX d 105TH 27+15.26, 17.44' RT END CURB AND GUTTER 3 MATCH EX FL 388.08 TOC 388.60 AFL 387.81 TOC 388.31 322305-93 1 FG 387.90 MATCH EX BOS 388.73 MATCH EX LIQ King County METRO 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. GRADING LEGEND N HMA FULL DEPTH r O HMA OVERLAY 0 d. b bD CEMENT CONCRETE N U CEMENT CONCRETE CROSSWALK W •Y W W y W LANDSCAPING N DETECTABLE WARNING SURFACE M O RETAINING WALL DO PEDESTRIAN GUARDRAIL N ce FENCE a RIGHT OF WAY (PROPOSED) X.X% EXISTING SLOPE 0 � PROPOSED SLOPE N O X.X% O 0 N N a J N 0' 20' 40' 0!!!1" SCALE: 1" = 20' DEVELOPMENT ENGINEERING lei Michael Sippo 09/11/2024 FR--4214163 METRO TRANSIT CAPITAL DIVISION DATE: RAPIDRIDE I LINE JUNE2024 RENTON SEGMENT DRAWING NO: GRADING PLAN 1 C10.13 105TH 23+00 TO 105TH 28+00 SHEET NO: OF 163 473 a Z 0 F- z w ry ry 0 X = N Y m 1 O d 00 N 1 0 W Z 0 z w ry 0 ry 0 x O U w w x z w Y 0 x O z J w U ry Q x z O Z w J Q z 0 x z O z w 0 x a O N N 00 z O z w ry z 0 z w ry 0 a z 0 z w ry z O x ry _ W m N N 00 a 0 ry 0 U � x 0 > 6 J - Z a� w w O J cy X 0 U O C J Z M %i o U Q o m X a - C � Co Cj cal o �I x w 0 o N 0 CDO 2�m a) o p c � � ? U 0 0 Y w v> LL 0-0 w j of Q U a x 28+00 I- -- . -- .--�-.-- - -.I� - -- 108TH 30+59.34, 4.61' LT'. 108TH 30+69.34, 4.63' LT / 108TH 30+55.34, 4.61' LT AP, AP • 108TH 30+73.34, 4.64' LT PT FG 462.65 FG 462.99 PC FG 462.51 MATCH EX '. ' MATCH EX FG 463.12 MATCH EX MATCH EX 1 0' 10, 20' R=5.00 R=5.00' L=15.71 000000 L=15.71' A=180°00'00" -3 4 /4 / 4=180°00'00" 31 +00 SCALE: 1" = 10' 108TH 30+59.35, 0.00' LT o -� 0 108TH 30+69.35, 0.00' LT FG 462.70 N,00 0 o FG 463.04 108TH 30+55.36, 5.39' RT 108TH 30+73.36, 5.36' RT I PCFG 462.46 108TH 30+59.36, 5.39' RT 108TH 30+69.36, 5.37' RT PT 322305-9082 MATCH EX • ' AP AP FG 463.07 \ FG 462.59 FG 462.93 MATCH EX l MATCH EX '. MATCH EX 108TH AVE SE (SR 515) (108TH-LINE) 1 29+00 1 _ 1�1 305-9070 AD -READY SUBMITTAL No. I REVISION 11 C6.17 1 S1.28 y y\ BOS 462.35 L FG 459.07 MATCH EX w y y y y T -108TH 29+66 11, 29 48' LT BEGIN CURB AND GUTTER MATCH EX FL 458.75 TOC 459.31 FG 459.11 MATCH EX 1 \G o M ., FL 460.06 FL 461.78 FG 462.03 TOC 460.56 TOC 462.28 •f `� MATCH EX • 1 SEE ABOVE FOR/ 0+00 MEDIAN DETAIL_ _ FG 460.34 FG 462.01 MATCH EX MATCH EX 108TH 30+53.85, 29.54' RT ti FG 462.20 1 BEGIN CURB AND GUTTER • MATCH EX 1 G ��o MATCH EX FL 461.94 c j TOC 462.44 T/ _ > - -TOC EL 462.23 ' y y y OS 462.48 ' OS 463.48 _ TOW 463.23 TOW 464.22 , 65. MATCH EX MATCH EX 1C6.17CID 7 108TH 30+95.90, 29.54' RT /�1C9.04FL 463.4 < TOC 463.65 g BY I APP'D I DATE ' TOC 467.18 a FG 466.90 ° 3 MATCH EX CA 108TH 31 +98.83, 46.72' LT BEGIN 5" CURB HEIGHT FL 466.72 FG 465.78 TOC 467.14 MATCH EX 31+00 32+00 / 33+ FG 465.37 FG 463.20 MATCH EX o FG 467.39 FG 468.89 MATCH EX FL 465.10 `2, FL 465.79 MATCH EX MATCH EX TOC 465. 10 TOC 466.29 l �l _ 108TH 32+64.24, 30.50' RT END CURB AND GUTTER G. G -MATCH EX `_' _ FL 468.86 C s 2 _ TOC 469.35 1 C6.18 , d d a a o d H o l FG 468.5810 d _ MATCH EX BUS 469.55 y 'CWT y @bfF- U y -2.1 %. ' -3.6% MATCH EX y 1 S1.27 BOS 465.97 _ v -v y FG 467.84 �� BOS 469.41 i _ _ MATCH EX / MATCH EX 3223 y 1 C6.18 \ y yy y FL 468.10 108TH 32+39.94, 51.34' RT y y TOC 468.60 BOS 469.54 BEGIN CURB AND GUTTER �'�' � C-1.5% y FG 468.52 MATCH EX 470 FL 468.71 y TOC 469.22 y FG 471.60 322305-9135 y -MATCH EX 1.5% - 0% -0.9% BOS 472.11 I I FL 471.46 = LU .V ` TOC 471.96 J FL 476.60 y' 2 TOC 477.10 y co � C-0 1 186TH 10+52.29, 13.50' LTy ao END CURB AND GUTTER yam. W MATCH EX U) FG 476.99 FL 476.99 MATCH EX TOC 476.99 a MATCH FL TO EOP = y. BOS 477.54 FG 477.52 1 MATCH EX MATCH EX CURB RETURN SCHEDULE 1 FG 467.12 MATCH EX FG 466.93 I MATCH EX co 108TH 30+82.85, 29.57' LT 911710-0160 108TH 32+02.87, 55.58' LT END CURB AND GUTTER FG 466.92 END CURB & GUTTER MATCH EX BOS 466.29 BOS 466.89 END CURB HEIGHT TRANSITION FL 462.88 MATCH EX BOS 467.25 FL 466.82 TOC 463.38 BOS 467.22 TOC 466.82 108TH 31 +68.60, 29.42' LT y BEGIN CURB AND GUTTER y 108TH 32+00.94, 50.96' LT J MATCH EX 1 C6.18 BEGIN CURB HEIGHT TRANSITION - BOS 464.31 FL 465.66 END 5" CURB HEIGHT / MATCH EX TOC 466.14 FL 466.76 `TOC EL 464.18 RETURN # PC - STA, OFFSET PT - STA, OFFSET RADIUS LENGTH DELTA PC 1/4 1/2 3/4 PT (1D 108TH 31 +71.72, 29.54' RT 108TH 32+01.71, 58.60' RT 30.00' 46.19' 88012'31 " 465.79 466.26 466.84 467.35 468.10 2 108TH 32+39.94, 51.34' RT 108TH 32+64.24, 30.50' RT 35.00' 35.99 58054'59" 468.71 468.74 468.75 468.81 468.86 3 108TH 31 +68.60, 29.42' LT 108TH 32+00.94, 50.96' LT 35.00' 1 41.20' 1 67026' 18" 1 465.65 1 465.98 1 466.23 1 466.54 1 466.76 (425) 453-5000 1100 112TH AVE NE, SUITE 500 BELLEVUE, WA 98004 DESIGNED: A. VILLAR DRAWN: C. WILCOX CHECKED: K. CRAIG CHECKED: l K. CHANG YUEN APPROVED: G. FRANCO PROJECT NO: E00566E18 CONTRACT NO: CXXXXXXXX LIM King County METRO 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. GRADING LEGEND HMA FULL DEPTH HMA OVERLAY CEMENT CONCRETE CEMENT CONCRETE CROSSWALK W •Y W W y W LANDSCAPING DETECTABLE WARNING SURFACE RETAINING WALL PEDESTRIAN GUARDRAIL x- FENCE RIGHT OF WAY (PROPOSED) X.X% EXISTING SLOPE PROPOSED SLOPE X.X% I 0' 20' 40' SCALE: 1" = 20' DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT GRADING PLAN 108TH 28+00 TO 108TH 33+00 R-4214164 DATE: JUNE 2024 DRAWING NO: 1C10.14 SHEET NO: OF 164 473 a Z O F- z w ry ry 0 X = N Y m 1 m 0 d 00 N 1 0 W z 0 z w ry ry 0 Q c? x a O U w w x a z w Y }I r) x O z J w U ry Q x a z O Z w J Q z 0 x z O Z w �I O x a 0 N N 00 z O z w ry x z O z w ry I x a z O z w ry I z O x En ry 0 c ry 00 N N 00 a O r' C �I o_ O U � x 0 > 6 J — Z a� w w O J cy X 0 U O C J Z M o U Q o m X a - Q0 LO Lo CD N cal o �I x w 0 o N 0 CDO a)�m a) o p c � U 0 0 Y w v> �I�wC7 0-0 w j of Q C) a_ x 108TH 51 +96.27, 29.50' LT cl322305-9035 on d BEGIN CURB AND GUTTER MATCH EX FL 466.26 TOC 466.78 \ NI \ IN , 1Cl?\NFG 466.60 FG 464.43 52+00 MATCH EX MATCH EX / (C Qs (IS m rn 0 0 I 0 IZI- cM CV co co AD -READY SUBMITTAL No. I REVISION r 4g0 108TH 52+86.27, 29.50' LT END CURB AND GUTTER MATCH EX FL 462.63 TOC 463.13 d MATCH EX 53+00 108TH AVE SE (SR 515) _ X � y (108TH-LINE) do 0 (a662340-0101 BY I APP'D I DATE 0 C lD - - cdH.Q cl662340-0107 (425) 453-5000 1100 112TH AVE NE, SUITE 500 ,jaic-obsBELLEVUE, WA 98004 \ L 0 �w w a ..• DESIGNED: A. VILLAR DRAWN: C. WILCOX CHECKED: K. CRAIG CHECKED: K. CHANG YUEN cn U) M � _ z N m m V_ w i /1 n n T 0 o 55+0� _ Q � 56+00 i d d a O_ Cd > m 0 1 C i / � m 450 0 / I I� 0 I APPROVED: G. FRANCO PROJECT NO: E00566E18 CONTRACT NO: CXXXXXXXX LIM King County METRO r 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. GRADING LEGEND HMA FULL DEPTH HMA OVERLAY D CEMENT CONCRETE CEMENT CONCRETE CROSSWALK W Y W W y W LANDSCAPING °°°°°°°°°°°°°°°°°°°°°°°°° L-0'� DETECTABLE WARNING SURFACE RETAINING WALL �� PEDESTRIAN GUARDRAIL FENCE RIGHT OF WAY (PROPOSED) EXISTING SLOPE X.X% PROPOSED SLOPE X.X% 0' 20' 40' SCALE: 1" = 20' DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 •' FR--4214165 METRO TRANSIT CAPITAL DIVISION DATE: RAPIDRIDE I LINE JUNE2024 RENTON SEGMENT DRAWING NO: GRADING PLAN 1 C10.15 108TH 51 +00 TO 108TH 56+00 SHEET NO: OF 165 473 0 a z O z w J w X 3 a Z O z w ry JI Q Z U' X a Z O z w ry �I _. a O ry CQ N N 00 a Z O F- z w ry I z z Q U Z U X a Z O z w ry fI O a z O z w ry 3I O ry X a Z O z w ry >I M• O ry a �I O ry X 3 a c 0 c 0 00 m N N a z O Z LU rr, Z O Q X ai 3 a Z O z w n, 0 ry X 3 a Z w CD w J X a Z U_ J Q X a o O d O U �T X � a J CD N O 3: NI r' o w co n, O m rn U CC) J 0 M o m Y a M 00 7q �j N O �p U N 1 6 01 c Y) o ~ o N U a) o w �w 3: w v> 3: F- LL 0-0 w Q U a X 2i - 0 () N O W Imm _. a O CQ N N 00 a Z O F- z w ry z z Q U z C9 x a z O F- z w ry f' 0 PON _• O ry O x 3 a c 0 c m N N z O z w z' O Q x a z O z w n' 0 X 3 0 z w w J X a z J Q X N O O d O U FT x J O N � O 3: NI rK Lu U O m rn U CC) J 0 M o m Y a LO 7q LO o� CV U' o UI o� o N U a)ow �w o _ 0 0 x . w v> �I LU � LL 0-0 w Q U a X AD -READY SUBMITTAL No. I REVISION BY I APP'D I DATE so (425) 453-5000 1100 112TH AVE NE, SUITE 500 ,oacobsBELLEVUE, WA 98004 CURB RAMP GENERAL NOTES 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. CURB RAMP NOTES 0 PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12 20 PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15 0 SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16 40 DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10 CURB RAMP LEGEND HMA (FULL DEPTH AND OVERLAY) CEMENT CONCRETE D W W LANDSCAPING 0000000 00o DETECTABLE WARNING SURFACE CEMENT CONCRETE CROSSWALK - - - RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) CURB RAMP TABLE CURB RAMP RAMP TYPE RAMP LEFT RAMP RIGHT LENGTH POINT A (STA) POINT B (STA) S1 % S2010 S3% S4% S5% S6% S7% S8% S9% S10% WING WIDTH WING (MIN) 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 1 6.64' 1 10.59' 1 8.00' 1 GRA 14+93.78 GRA 14+89.56 1 -0.40 1 1.50 1.50 N/A 5.14 -0.53 N/A 6.78 N/A 1.50 DESIGNED: I APPROVED: U w J S7 S6 S8 rol OAC\4 cn cn POINT A (STA) o °ppppppppppp (n opopopopopop S4ppppppppppp° 0 0 0 0 0 0 S5 °ppppppppppp ` LEFT WING si RIGHT WING RAMP (AT BACK WIDTH (AT BACK OF CURB)(AT FLOWLINE)OF CURB) POINT B (STA) DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 PARALLEL CURB RAMP EXAMPLE NTS A. VILLAR G. FRANCO DRAWN: C. WILCOX King County CHECKED: PROJECT NO: B. HORN E00566E18 METRO l CHECKED: CONTRACT NO: K. CHANG YUEN CXXXXXXXX SCALE: 1" = 10' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT CURB RAMP PLAN S GRADY WAY & SHATTUCK AVE S R-4214167 DATE: JUNE 2024 DRAWING NO: 1 C6.02 SHEET NO: OF 167 473 N M O O O 9 r N a O N O O 0 N N a J 0 N O W Imm _. O C9 N N C2 z O z W ry z z Q U z x z O z W n' RMA P. 0 ry 0 ry 0 m N N C2 z O z W ry z O Q X Z O F z w fy 0 x 0 z W CD W J x z 0 J Q x M U O 0 ca x J o N O O CO N U Of I W 0 o L 00O 0 a0E-- cc 0 ti m Eon -(D Ego N O M O ~ o N U a N W W a�= x F- L w w 0 C� U a x 2E CURB RAMP TABLE CURB RAMP RAMP TYPE RAMP LEFT RAMP RIGHT LENGTH POINT A (STA) POINT B (STA) S1010 S2010 S3% S4% S5% S6% S7% S8% S9% S10% WING WIDTH WING (MIN) 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 1 5.56' 1 5.97' 1 10.23' 1 6.00' 1 GRA 25+80.09 GRA 25+85.50 -1.75 1 1.71 1 1.32 1 5.65 1 6.22 1 -1.47 1 4.94 1 7.40 1 0.65 1.39 S7_ S6 S8 OA 1cf) cn POINT A (STA) S4 000000000000 000000000000 �o�o�o�0 0 0 10000002020001 /S5 LEFT WING si RIGHT WING RAMP AT BACK WIDTH(AT BACK OF CURB) (AT FLOWLINE)OF CURB) POINT 8 (STA) CURB RAMP GENERAL NOTES 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. CURB RAMP NOTES 0 PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12 20 PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15 OSINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16 40 DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10 CURB RAMP LEGEND HMA (FULL DEPTH AND OVERLAY) a y ° a CEMENT CONCRETE W W LANDSCAPING o�o00 ooo DETECTABLE WARNING SURFACE CEMENT CONCRETE CROSSWALK - - RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PARALLEL CURB RAMP EXAMPLE SCALE: 1"=10' DEVELOPMENT ENGINEERING NTS Michael Sippo 09/11/2024 R-4214168 DESIGNED: APPROVED: METRO TRANSIT CAPITAL DIVISION DATE: AD -READY SUBMITTAL ' JUNE 2024 �. A. VILLAR G. FRANCO RAP I D RI D E I LINE (425) 453-5000 �� ®g w DRAWN: 1 100 1 12TH AVE NE, SUITE 500 Q .JacobsBELLEVUE, WA 98004 ®x� C. WILCOX King County CHECKED: PROJECT N0: LQR E N TO N SEGMENT DRAWING N0: ®.c 54834 � B. HORN E00566E18 METRO CURB RAMP PLAN 1 C6.03 ssj®NALCHECKED: CONTRACT N0: No. REVISION BY APP'D DATE 6/13/24 S GRADY WAY & TALBOT RD S SHEET N0: OF K.CHANG YUEN CXXXXXXXX 168 473 N M r O O O 9 r N IL O N O O N N a J 0 M. 0) O N N z O z w z z Q U z 19 X ai 3 z O z w M1 z O z w ry 0 x ai 3 Z O z w _• a O Of CL O X 3 c 0 c U) m N N z O z w z O a X z O z w Of 0 X 0 z w 0 w J X z J Q x O o U 0 X a � J CD o NI o w 0 U XO O rn U m co J r) M I-- CD fp m Y CD 00 a� � M Um o O MN ~ o o N U ��w c w o X W &j CO 3'~LU �CD �w Q U a X AD -READY SUBMITTAL No. I REVISION BY I APP'D I DATE so (425) 453-5000 1100 112TH AVE NE, SUITE 500 ,oacobsBELLEVUE, WA 98004 DESIGNED: A. VILLAR DRAWN: C. WILCOX CHECKED: B. HORN CHECKED: } K. CHANG YUEN APPROVED: G. FRANCO PROJECT NO: E00566E18 CONTRACT NO: CXXXXXXXX CURB RAMP GENERAL NOTES 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. CURB RAMP NOTES 0 PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12 OPERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15 OSINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16 ODETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10 CURB RAMP LEGEND HMA (FULL DEPTH AND OVERLAY) 6 ° CEMENT CONCRETE W W LANDSCAPING [0 O o '0 DETECTABLE WARNING SURFACE 000ooQo0 CEMENT CONCRETE CROSSWALK - - RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) ,B RAMP TABLE SIT A (STA) POINT B (STA) S1% S2010 S3010 S4% S5% S6% S7% S8% S9% S10% 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 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 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 S7 0 'DINT A (STA) LEFT WING (AT BACK �4' X 4' MIN LANDING 2% MAX POINT B (STA) S5 DEVELOPMENT ENGINEERING RIGHT WING ' Michael Sippo 09/11 /2024 (AT BACK 0' 10, 20' OF CURB) (AT FLOWLINE) OF CURB) DICULAR CURB RAMP EXAMPLE SCALE: 1" = 10' NTS FR-4-214169 METRO TRANSIT CAPITAL DIVISION DATE: �. King County METRO 00 rn S6 cni N P7 V) 0 o°o°o°o°o°o° O O O O O 0 000000000000 0000000000000 0 0 0 0 0 0 S1 RAMP WIDTH "PIDRIDE 1 LINE JUNE2024 RENTON SEGMENT DRAWING NO: CURB RAMP PLAN 1 C6.04 S GRADY WAY & TALBOT RD S SHEET NO: OF 169 473 N M qrm O O 9 To N O N O O O N N Q 0 a z O z w J w X 3 a Z O z w ry JI Q Z U' X a Z O z w ry �I _. a O ry CQ N N 00 a Z O F— z w ry I z z Q U Z U X a Z O z w ry fI O a z O z w ry 3I O ry X a Z O z w ry >I M• O ry a �I O ry X 3 a c 0 c 0 00 m N N a z O Z LU rr, Z O Q X ai 3 a Z O z w n, 0 ry X 3 a Z w CD w J X a Z U_ J Q X a LO O o d co O U FT X � a J CD N O 3: NI r' o w co n, O m rn U CC) J 0 M o m Y a M 70 LO U 1 6 01 c Y) o ~ o N U a) o w �w co o _ w v> �1 � LL 0-0 w Q U a X 2i 0 a z O z w J w X 3 a Z O z w ry JI Q Z U' X a Z O z w ry �I _. a O ry CQ N N M a Z O F- z w ry I z z Q U Z U X a Z O z w ry fI O a z O z w ry 3I O ry X a Z O z w ry >I M• O ry a �I O ry X 3 a c 0 c 0 00 m N N a z O Z LU rr, Z O Q X ai 3 a Z O z w n, 0 ry X 3 a Z w CD w J X a Z U_ J Q X a c0 O o d co O U FT X � a J CD N O 3: NI r' o w co n, O m rn U M J 0 M o m Y a LO M M a LO M O CYO U M 1 6 01 c Y) o ~ o N U a) o w �w 3: w v> 3: LL 0-0 w Q U a X 2i ti 0 U 0 ca J O CO U rn M M O co 0 7 c0 LO M ti LO 0 0 X a) M O 0 a) 0 �I U ■ 0 z O z w ry I CO X 3 Z O z w J w X 3 a Z O z w rK I J Q Z C9 X Z O z w ry �I M• O C9 a, N N a1 Z O z w ry rK I 0 X 3 Z O z w ry I z z Q U Z CO M Z O z w ry 3I O ry X 3 Z O z w ry >I R• w O rK a �I O X CO c 0 c 0 00 m N N M Z O z w ry I z O Q X 3 Z w CD w J X Z U_ J Q X O d O H X O N O N rK w X rr, O mU , J 0 U � U 00CCL Y o ti Cl) > 60 4 co O ~ N C) U rn LU o w w � 2 CO LU 0 X LL O w J Of a X U) w C� Q 00 0 co U 0 ca J O CO U rn M M O co 0 7 c0 LO M ti LO O 0 X a) M O 0 a) 0 �I U ■ 0 z O z w ry I CO X 3 Z O z w J w X 3 a Z O z w rK I J Q Z C9 X Z O z w ry �I M• O C9 a, N N a1 Z O z w ry rK I 0 X 3 Z O z w ry I z z Q U Z CO M Z O z w ry 3I O ry X 3 Z O z w ry >I R• w O rK a �I O X CO c 0 c 0 00 m N N M Z O z w ry I z O Q X 3 Z w CD w J X Z U_ J Q X O d O H X O N O N rK w X rr, O mU , J 0 U � U 00 Y C c co CV W Cl) > 60 4 co O ~ N C) U rn LU o w w � 2 CO LU 0 X LL O w J Of a X U) w C� Q ■ 0 0) z O z w elf U17) X z O z w Of J w X z O z w Of J Q Z X a) z O z w _. O N N co z O z w ry r' 0 X Z O z w ry z' z Q U Z C0 _. ►94 O ry a O X ry U00 m (V N z O z w ry z' O Q X 0 z w 0 w J X z J Q _• O O 0- 0 U �T X a c J O O NI O � w 0 cO m U c J om7 Cc �LO Cl) CU 00 LO"fd:CD ��> " o O M O ~I o N U �czw w 0 X � � w 0_0 w O Q U a X Q= O c2 �-- POINT A m w (STA) o' J tz LEFT WING (AT BACK 4' X 4' MIN S7 LANDING 2% MAX ao rn S601 1U) col 000000000000 0000000000000 00000000000oo 0000000000000 S1_ RAMP WIDTH D_ z O � � � POINT B 0') (STA) m �z S5 U RIGHT WING (AT BACK OF CURB) (AT FLOWLINE) OF CURB) S7_ S6_ _S8 OA 0 cn POINT A (STA) S4 _ O 0 _ S5 000000000000 0.0000000000 C)0u0u0u0u0u0 DODo,o,o,o,o LEFT WING SRAM RIGHT WING RAMP AT BACK WIDTH AT BACK OF CURB) (AT FLOWLINE)OF CURB) POINT B (STA) OTRDS -21-LINE) CURB RAMP TABLE CURB RAMP GENERAL NOTES 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. CURB RAMP NOTES 0 PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12 0 PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15 30 SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16 40 DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10 CURB RAMP LEGEND HMA (FULL DEPTH AND OVERLAY) p P CEMENT CONCRETE W W LANDSCAPING 00 . 1D. o DETECTABLE WARNING SURFACE 000 CEMENT CONCRETE CROSSWALK - - - RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) CURB RAMP RAMP TYPE RAMP LEFT RAMP RIGHT LENGTH POINT A (STA) POINT B (STA) S1 % S20% S3% S4% S5% S6% S7% S8% S9% S10% WING WIDTH WING (MIN) 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 0' 10, 20' PERPENDICULAR CURB RAMP EXAMPLE PARALLEL CURB RAMP EXAMPLE FDEVELOPMENT ENGINEERING NTS NTS Sippo 09/11 /2024 SCALE: 1" = 10' FR _-4 2 14 17-4 DESIGNED: APPROVED: METRO TRANSIT CAPITAL DIVISION DATE: AD -READY SUBMITTAL ' JUNE2024 s. A. VILLAR G. FRANCO RAP I D RI D E I LINE (425) 453-5000 �Qi 0 DRAWN: 1100 112TH AVE NE, SUITE 500 King County .JacobsBELLEVUE, WA 98004 ®x C. WILCOX CHECKED: PROJECT NO: R E N TO N SEGMENT DRAWING NO: 0•'�eQis8r>$9� K. CRAIG E00566E18 METRO CURB RAMP PLAN 1 C6.09 No. REVISION BY APP'D DATE �sI®NAL � 6/13/24 CHECKED: CONTRACT NO: TALBOT RD S & S 23RD ST SHEET NO: OF K.CHANG YUEN CXXXXXXXX 174 473 O U 0 ca J O CO U 00 M O co O 7 c0 LO M ti LO O 0 X a) M O O a) 0 �I U ■ 0 z O z w ry I CO X 3 Z O z w J w X 3 a Z O z w rK I J Q Z C9 X Z O z w ry �I M• O C9 a, N N Z O z w ry rK I 0 X 3 Z O z w ry I z z Q U Z CO M Z O z w ry 3I O ry X 3 Z O z w ry >I R• 0') O N O N rK w X rr, O mU , J 0 U � U 00 Y C C N O > OI v co CDH N C) U rn LU o w w � 2 CO LU 0 X LL O w J Of a X U) w C� Q ■ 0 z O z w CO X z O z w Of I w X a z O z w Of J Q Z C9 X z O z w ry 0 C9 N N M z O z w ry r' 0 X zi) Z O z w ry z z Q U Z U _. z O z w ry 3' O X 3 z O z w ry R• O rK O X 0 N N z O z w ry z O Q 0 z w CD w J X z J Q M O U �7 X J cli _ O m O � N I o_ rK LU co � U O m U � J 0 M o m Y CO �� Lp M O CV U' UI roF o N U a)ow �w o _ 0 0 X . w 66 v> �IF --- LLC7 w U a Q X 72+00 CURB RAMP LANDING LENGTH LENGTH LOWER LANDING (MIN) (MIN) LENGTH S6 S7 S1 00°°0°°° ~ 000° o0 °°°° °° o V) B °000000000 O 0 ° ° °0° °0° ° °0° P 01 NT B cn 0°00°00 (STA) Q °° ° 0 0 o00°,000o°0° 0°00000000000 0 0 0 0 00 0 0°°00 ° S5 °000aS8°000 C' 0°°° 0 O POINT A (STA) SINGLE DIRECTION CURB RAMP EXAMPLE N.T.S. AD -READY SUBMITTAL No. I REVISION BY I APP'D I DATE TALBOT RD S (TAL-21-LINE) 73+00 CURB RAMP TABLE CURB RAMP RAMP LANDING LOWER RAMP TYPE RAMP LENGTH LANDING POINT A (STA) POINT B (STA) S1 % S2% S3% S4% S5% S6% S7% S8% S9% S10% WIDTH LENGTH (MIN) LENGTH (MIN) 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 1 TAL-21 72+94.26 1.02 1 -0.51 1 1.50 1 1.50 1 6.86 1 6.86 1 1.02 1 0.50 1 1.11 1 N/A ON (425) 453-5000 1100 112TH AVE NE, SUITE 500 cobBELLEVUE, WA 98004 DESIGNED: I APPROVED: A. VILLAR G. FRANCO DRAWN: C. WILCOX King County CHECKED: PROJECT NO: K. CRAIG E00566E18 METRO l CHECKED: CONTRACT NO: K. CHANG YUEN CXXXXXXXX CURB RAMP GENERAL NOTES 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. CURB RAMP NOTES 0 PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12 20 PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15 0 SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16 40 DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10 CURB RAMP LEGEND HMA (FULL DEPTH AND OVERLAY) D CEMENT CONCRETE W W LANDSCAPING 0000000000o DETECTABLE WARNING SURFACE CEMENT CONCRETE CROSSWALK - - - RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) Fi i VELOPMENT ENGINEERING ,77 chael Sippo 09/11 /2024 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT CURB RAMP PLAN TALBOT RD S & S 37TH ST SCALE: 1" = 10' R-4214176 DATE: JUNE 2024 DRAWING NO: 106.11 SHEET NO: OF 176 473 O N O O O N N Q J w 0 U 0 ca J O CO U 00 M O co 0 7 c0 LO M ti LO 0 0 X a) M O 0 a) 0 �I U ■ 0 z O z w ry I CO X 3 Z O z w J w X 3 a Z O z w rK I J Q Z C9 X Z O z w ry �I M• O C9 a, N N a1 Z O z w ry rK I 0 X 3 Z O z w ry I z z Q U Z CO M Z O z w ry 3I O ry X 3 Z O z w ry >I R• w O rK a �I O X CO c 0 c 0 00 m N N Z O z w ry I z O Q X 3 Z w CD w J X Z U_ J Q X O a O H X O N O N rK w X rr, O mU , J 0 U � U 00CL Y C o v a� 60 4 co O ~ N C) U rn LU o w w � 2 CO LU 0 X LL O w J Of a X U) w C� Q co U 0 ca J O CO U 00 M O co 0 7 c0 LO M ti LO O 0 X a) M O 0 a) 0 �I U ■ 0 z O z w ry I CO X 3 Z O z w J w X 3 a Z O z w rK I J Q Z C9 X Z O z w ry �I M• O C9 a, N N Z O z w ry rK I 0 X 3 Z O z w ry I z z Q U Z CO M Z O z w ry 3I O ry X 3 Z O z w ry >I R• w O rK a �I O X CO c 0 c 0 00 m N N Z O z w ry I z O Q X 3 Z w CD w J X Z U_ J Q X O a O H X O N O N rK w X rr, O mU , J 0 U � U 00 Y C C N M L "t > 60 4 co CDH N C) U rn LU o w w � 2 CO LU 0 X LL O w J Of a X U) w C� Q _. 0 w N N OO z O z w Of I X 3 Z O z w ry z z Q U z X Z O z w O X Z O z w ry _. O O ry 0 m (V N O Z O z w ry i z O Q C9 X 3 Z w C7 w J X Z U' J Q RM O d Q0 O U � X 0 a� T (E a J (V O O NI w co 0 U O m U 0 J cl M oopY co M Lo Lo LP CO 0 co 01 6 OI N O o N U C o w LLJ N 0 X ��w w Q C� C) 0- TAL-21 88+86.27, 21.82' LT LP PI 1 nR dd a _ _ TAL-21 89+10.40, 2.00' LT AP TAI -91 RQ+7n An 7 nn' I T TALBOT RD S (TAL-21-LINE) TA I 01 00-LOA 00 0 n!ll DT TAI _')I S2Qi7A ')Q ti (ln' D-r TAL-21 89+06.19, 21.99' RT LP FL 108.41 -- CURB RAMP GENERAL NOTES 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. CURB RAMP NOTES 0 PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12 OPERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15 0SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16 40 DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10 CURB RAMP LEGEND HMA (FULL DEPTH AND OVERLAY) n' D 4 CEMENT CONCRETE W W LANDSCAPING 000000000 o DETECTABLE WARNING SURFACE CEMENT CONCRETE CROSSWALK — — RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) 0' 10, 20' EDEVELOPIMENT ENGINEERING SCALE: 1" = 10' l Sippo 09/11 /2024 R-4214179 DESIGNED: APPROVED: METRO TRANSIT CAPITAL DIVISION DATE: AD -READY SUBMITTAL ' JUNE 2024 �. �. A. VILLAR G. FRANCO 1100 1 53-50002TH AVE NE, SUITE 500 ��,m was �� DRAWN: . RAPIDRIDE 1 LINE .jaco sBELLEVUE, WA 98004 A®� C. WILCOX King County CHECKED: PROJECT N0: La R E N TO N SEGMENT DRAWING N0: 34 Q13g$�' K. CRAIG E00566E18 METRO CURB RAMP PLAN 1 C6.14 OF N0: 6/13/24 CHECKED: CONTRACT N0: SHEET No. REVISION BY APP'D DATE TALBOT RD S NO: 473 K.CHANG YUEN CXXXXXXXX N O O r N 0 N M Tm O O O r N 19 IL O W N O O O 9 N N Q J ■ 0 z O z w I CO X Z O Z w 1r J w X a z O z w 1r I J Q Z C9 X z O z w 1r 0 C9 N N z O z w 1r rI 0 X 3 Z O z w 1Y I z z Q U Z U _. RM _. LO O a_co U O H 0 x; J CD O o _0 N I o_ 1Y LU co � U O m rn U CC) J I] M o m Y CO '07? rl- Ln N o00 3: -,;1-; UI o UI � o� o N U a)ow C_w o _ 0 0 X . w 66 v> �IF --- LLC7 LU U a Q X N \Ivv y W ".4 LU d •Y W Y W w W •Y W Y Y W •L W J� Y W Y WY Y •Y W •Y W W ----------------- CO 1 nCTLJ 1 n-7n 07 C 1 7nl OT CSVJ .34y.150 R=32.0' A/1 rT1 1 A/ . - P1!1 __ rA1 _T mr.7ri Elm MIN r CSVJ 30U.3.5 1 nCTLJ 1 n-nn CO 70 GM rnT rL CL. 3UU.LZ:2 AD -READY SUBMITTAL No. I REVISION SE CARR RD - (CAR -LINE) •� A '� �' ��, �T BY I APP'D I DATE N ON (425) 453-5000 1100 112TH AVE NE, SUITE 500 cobBELLEVUE, WA 98004 46+00 C A/1 rT1 1 A/ . A/ - A- 11 111 1 T CURB RAMP TABLE CURB RAMP GENERAL NOTES 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. CURB RAMP NOTES 0 PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12 20 PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15 0 SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16 40 DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10 CURB RAMP LEGEND HMA (FULL DEPTH AND OVERLAY) p CEMENT CONCRETE W W LANDSCAPING 0 0 0 a000000000J DETECTABLE WARNING SURFACE O CEMENT CONCRETE CROSSWALK - - - RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) CURB RAMP RAMP TYPE RAMP LEFT RAMP RIGHT LENGTH POINT A (STA) POINT B (STA) S1 % S2% S3% S4% S5% S6% S7% S8% S9% S10% WING WIDTH WING (MIN) 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' j 5.00' j 9.50' 7.00' CAR 45+46.96 CAR 45+51.87 -1.90 1 1.33 rl.26 4.95 7.36 -1.80 4.74 j 7.44 j 1.17 1.39 DESIGNED: I APPROVED: mz < m� o' 0 =) z U W J S7_ S6 S8 OA cn cn POINT A o (STA) r- cn S4S5 °o°o°o°o°o°o 0 0 0 0 0 0 0 POINT B (STA) LEFT WING Si RIGHT WING RAMP 0' 10, 20' (AT BACK WIDTH (AT BACK OF CURB) (AT FLOWLINE) OF CURB) PARALLEL CURB RAMP EXAMPLE I DEVELOPMENT ENGINEERING �% SCALE: 1" = 10' NTS Michael Sippo 09/11 /2024 wl R 4214180 A. VILLAR G. FRANCO DRAWN: C. WILCOX King County CHECKED: PROJECT NO: K. CRAIG E00566E18 METRO l CHECKED: CONTRACT NO: K. CHANG YUEN CXXXXXXXX METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT CURB RAMP PLAN SE CARR RD & 105TH PL SE DATE: JUNE 2024 DRAWING NO: 1 C6.15 SHEET NO: OF 180 473 ■ 0 Q z C9 X X 0 N N O z 0 0 z w 0 X Z 0 Z w ry Z Z Q 2 U Z U) Z 0 H Z W 3: 0 X 3 a Z O z w rK >' a_ z J Q X cfl U 0 O oFT �X J o O N O � N U ry W rl p ,� m 000 a(-D� � � Y ti m oEE� ECGE CO Lo Ego N O CO CD~ o N U N W � � W a � 2 C9 0 o X . � w v) �I w LU 0-0 w Q U a X No. 105TH 26+26.18, 32.70' LT BOS 385.98 105TH 26+26.17, 30.63' LT FG 385.44 105TH 26+24.30, 25.90' LT BOS 385.87 BOS 385.52 FG 385.33 FG 384.98 PT 105TH 26+19.71, 23.69' LT BOS 385.35 R=7.0' FG 384.81 105TH 26+19.17, 23.67' LT BOS 385.37 105TH 26+16.71, 23.67' LT FG 384.83 BOS 385.45 PC FG 384.91 y y y y y y y „ �V- yyy - D '_ p D p p D p a n n p D� S7 S6 D 105TH 26+28.39, 12.44' RT 2 RAMP 3 105TH 26+63.21, 33.50' LT BOS 386.56 PC 105TH 26+72.71, 24.00' LT BOS 386.98 PC � y y .v y y y y y v .v y a D -D n p D D D 105TH 26+60.82, 18.35' LT 2 RAMP 2 27+00 SE 180TH S_T (105TH-LINE) pD OOOOOO D a n p V D D D n D n D D p° a D D �y y y y I I I I I I I I I I I I I _S8 P OA U) m POINT A (STA) _00000 S4 o n S5 - 0000000o0 000000000000 0000 00>,0000 105TH 26+24.76, 14.29' LT RAMP 1 26+00 Y D n � .v .v y POINT B (STA) Q = OA m POINT A 01 m z (STA) Li Of J tz LEFT WING S1 - RIGHT WING RAM P (AT BACK WIDTH (AT BACK OF CURB) (AT FLOWLINE) OF CURB) PARALLEL CURB RAMP EXAMPLE NTS AD -READY SUBMITTAL REVISION 4' X 4' MIN S7 LANDING 2% do - MAX 00 S6_ V)_ 0_)l N I� 000000000000 000000000000 000000000000 000000000000 000000000000 S1_ RAM P WIDTH POINT B (STA) / S5 RIGHT WING (AT BACK OF CURB)(AT FLOWLWE)OF CURB) PERPENDICULAR CURB RAMP EXAMPLE BY I APP'D I DATE LEFT WING (AT BACK NTS co(425) 453-5000 1100 112TH AVE NE, SUITE 500 BELLEVUE, WA 98004 P❑ CURB RAMP TABLE CURB RAMP GENERAL NOTES 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. CURB RAMP NOTES 10 PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12 20 PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15 OSINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16 ODETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10 CURB RAMP LEGEND HMA (FULL DEPTH AND OVERLAY) n D P CEMENT CONCRETE W W LANDSCAPING 0000000a0000 DETECTABLE WARNING SURFACE CEMENT CONCRETE CROSSWALK - - RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) CURB RAMP RAMP TYPE RAMP LEFT RAMP RIGHT LENGTH POINT A (STA) POINT B (STA) S1 % S2% S3% S4% S5% S6% S7% S8% S9% S10% WING WIDTH WING (MIN) 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 N 0' 10, 20' DEVELOPMENT ENGINEERING SCALE: 1" = 10' Michael Sippo 09/11 /2024 0 FR-421 4181 DESIGNED: APPROVED: METRO TRANSIT CAPITAL DIVISION DATE: A. VILLAR G. FRANCO JUNE 2024 DRAWN: RAPIDRIDE I LINE C. WILCOX LKing County CHECKED: PROJECT N0: R E N TO N SEGMENT DRAWING N0: K. CRAIG E00566E18 METRO CURB RAMP PLAN 1 C6.16 CHECKED: CONTRACT NO: S E 180TH ST SHEET N0 OF 181 473 K.CHANG YUEN CXXXXXXXX N M O O O 9 N IL a z O z w ry I J Q Z 0 X 3 a Z O z w X 3 a c 0 Y CO 00 > U o, N N 00 a O ry > CQ N N 00 a Z O F— z w ry ry I 0 X 3 a Z O F- z w rK I z z Q U Z CO PON a Z O z w ry 3I O ry X a Z O z w ry >I M• O ry a �I O ry X 3 a c 0 c 0 00 m N N a Z O Z LU rr, Z O Q X ai 3 a Z O z w n, 0 ry X 3 a Z w (D w J X a Z U_ J Q X a ti O a co O U FT X � a J CD N O � N I o rK N w CO r-) U �' O m rn U C J 0 M o m Y a M 70 LO O (Y) U Lo OI c Y) o ~ o N U a) o w �w co o _ w v> �I � LL 0-0 w Q U a X 2i a z O z w ry I J Q Z 0 X 3 a Z O z w X 3 a c 0 Y CO 00 > U o, N N M a O ry > CQ N N M a Z O F- z w ry ry I 0 X 3 a Z O F- z w rK I z z Q U Z CO PON a Z O z w ry 3I O ry X a Z O z w ry >I M• 0 ry X 3 a Z w (D w J X a Z U_ J Q X a °° O a co O U FT X � a J CD N O 3: NI o rK N w CO r-) U �' O m rn U C J 0 M o m Y a M 00 7q (j M O U Lo OI c Y) o ~ o N U a) o w �w 3: w v> 3: LL 0-0 w Q U a X 2i I 0 N N z O z w I z z Q U z cn X i2: O Z w n' �I 0 O I O X ry m C9 N N 3 z O z w I z O Q v7 X z O z w 0 X 0 Z W CD W J X 3 z c� J Q X c3i 3: U O O oFT X J o N O O 0� N rI U w �r, or--m 000 0 0. -- � 7-> Y ti m o E� 0')C� L N U 1 COov- o N U N W � � w a _ 6 o X . � w v) �1 �__ LL U 0-0 w Q U a X 2E No. DW-R01 10+39.5( I O DW-R01 10+38.50 + Coo 10 00 DW-R01-LINE LQW t -R011 10+00.00 GRA 18+07.29 35 30 25 20 W y D y D� 5.0' y y DW-R01 10+54.55, 19.94' LT y FG 27.68 D y FG 27.32 yy DW-R01 10+59.57, 22.92' LT ° D ,FG 27.77 y y y DW-R01 10+67.57, 22.89' LT FG 27.23 y y y 8.0' FG 27.88 y y y -1.5% i DW-R01 10+63.05, 19.91' LT y PC, FG 27.84 o o � N� D N� [ o y y R=2.50' o �{j -1.5 /o M y y DW-R01 10+63.03, 14.91' LT ° 1.5% PT, FG 28.00 DW-R01 10+51.03, 14.95' LT o FG 26.95 FG 27.04 1 TYPE C2B DW-R01 10+80.00 DW-R01 10+67.50 ° N: 175279.04 N220 04' 27"W 10+80 E: 1299578.28 ° ° D D 3 MATCH NEATLY TO EXISTING FG 27.03 ASPHALT SURFACE ° O 16.6' DW-R01 10+51.03, 14.95' RT FG 27.12 > DW-R01 10+63.03, 14.91' RT PC, FG 27.79 C_ o R=2.50' C:)' ' -1.5% 00 > y y y y y DW-R01 10+63.05, 19.91' RT o 6D �ciy y y PT, FG 28.23 s y y -1.5% 0 7.5' DW-R01 10+67.58, 24.89' RT FG 27.35 _ FG 28.26 FG 27.44 5.5' "6.0' 3.5' DW-R01 10+60.087 24.92' RT y FG 27.95 y 5.5' DW-R01 10+54.557 19.94' RT y y FG 27.91 y D y 4 (17) 192305-9096 y yRENTON o y DRIVEWAY DW-R01 PLAN CAR 00 SO GRADY WAYJDR SINGLE COMMERCIAL DRIVEWAY O O c~o ti o 0 + 0 LO ++ I I N II O U)CN Q� II H� U) C%4 II �� cfl aJ > EX3.10% >LU N U) r- -EX 3.5 ° / d- > w- _ EXISTING GROUND °PROPOSED 7VPI GROUND STA 10+39.50 FL 26.73 a O M co m d C:) a' a CV r N N (D N N ti N 35 30 25 20 10+00 10+20 10+40 10+60 10+80 11+00 DRIVEWAY DW-R01 PROFILE SINGLE COMMERCIAL DRIVEWAY AD -READY SUBMITTAL ON (425) 453-5000 1100 112TH AVE NE, SUITE 500 BELLEVUE, WA 98004 REVISION BY I APP'D I DATE 30 25 20 W w _: J Of c? DW-R02 10+39.50- 1 DW-R02 10+38.50- o DW-R02-L I N E DW-R02 10+00.00-R02 10+00.00 GRA 19+76.73 O O + I CV _I I o r y FG 27.80 y y D. j y 13.0' y p p y y y y FG 27.71 _'I r.0% v D _ A45% y Q0L? o FG 27.40 D I _ '^ � l D N240 36' 55"W `O D r L6 16.5' FG 27.49 ° p ° D-1.5% -1.5% �I O 0 y y ti � ti' � y _v .6 y 1.50 y FG 27.83 y v .v y FG 27� 92 y y 3.5' .v ,v y y 13.0' .v v y � y DRIVEWAY DW-R02 PLAN SINGLE COMMERCIAL DRIVEWAY .0 I DW-R02 10+54.55, 19.94' LT • FG 28.18 DW-R02 10+63.05, 19.91' LT • PC, FG 28.43 R=2.50' DW-R02 10+63.03, 14.91' LT PT, FG 28.25 DW-R02 10+51.03, 14.95' LT FG 27.49 L___TYPE C2B 1 B DW-R0210+67.50 DW-R0210+80.00 • 10+80 N: 175344.77 E: 1299730.58 MATCH NEATLY TO EXISTING I ASPHALT SURFACE 3 • DW-R02 10+51.03, 14.95' RT FG 27.58 DW-R02 10+63.03, 14.91' RT • R=2.50' PC, FG 28.48 • DW-R02 10+63.05, 19.91' RT PT, FG 29.07 I DW-R02 10+67.60, 27.89' RT • FG 29.07 DW-R02 10+54.55, 19.94' RT • FG 28.71 (17) 192305-9096 :D 4 CAR PROS RENTON CJDR 700 S GRADY WAY O LO ti cQ + O o U o C:)C:) II + O � + rn U) 00 II + O O CV 3 Q00 II u��°� Cf)ti Q� co> �Lq i _CV a J EX > Lu (n r- C\I J / 368% a J > - > EXISTING GROUND - ° ° PROPOSED GROUND VPI STA 10+39.50 FL 27.20 a O N M M CD a N N N N N co 10+00 10+20 10+40 10+60 DRIVEWAY DW-R02 PROFILE SINGLE COMMERCIAL DRIVEWAY DESIGNED: APPROVED: A. VILLAR G. FRANCO DRAWN: C. WILCOX CHECKED: PROJECT NO: B. HORN E00566E18 CHECKED: CONTRACT NO: l K.CHANG YUEN CXXXXXXXX 10+80 35 30 25 20 11+00 LIQ King County METRO DRIVEWAY GENERAL NOTES 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. DRIVEWAY NOTES (1) CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS NOTED) PER CITY OF RENTON STD PLANS 104, 104.2, 104.4 AND 104.5. OCEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE (TYPE AS NOTED) PER CITY OF RENTON STD PLANS 104.1. 0ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG r 58H-22 OVER 4-IN CSTC. r O 0CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 N 0CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON U STD PLAN 101 DRIVEWAY LEGEND HMA CEMENT CONCRETE PAVEMENT W LANDSCAPING W W W RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) .. TEMPORARY CONSTRUCTION EASEMENT FENCE RETAINING WALL 0' 10, 20' HORIZ SCALE: 1" = 10' 0' 2' 4' VERT DEVELOPMENT ENGINEERING SCALE: 1" - 2' Michael Sippo 09/11/2024 Owl FR-421411 METRO TRANSIT CAPITAL DIVISION DATE: RAPIDRIDE I LINE JUNE2024 RENTON SEGMENT DRAWING NO DRIVEWAY PLAN & PROFILE 1 C9.01 SHEET NO: OF 184 473 O N O O N N a J a O > N N co a Z O z w rK z z Q U z co z O z w ry 0 X a z 0 0 z w ry 0 X a z O z w ry N N 00 a N O O d O U FT 0 >, J a O - N � O _0 NI o w o U O m U C J 0 M t o m Y LO � j N (6 o 3: L UI o UI o � o N U how �w 8 0 X . � w v> 3I�__ LLC7 w Q 0 a X 10+00 35 30 25 20 W DW-R03 10+39.50 DW-R03 10+38.50 I DW-R03-L I N E O co 00 06 d N N FG 28.42-1.56/o y FG 28.51 d .v v o y y 1 O C(V% d D y y y p D 1.5% D d FG 28.10 > 10.0' ED I ° o. d > d a N b �> 14 d ' p b > d o. > d �. d DW-R03 10+53.06, 22.42' LTQ7 192305-9096 FG 28.23 CAR PROS RENTON CJDR 700 S GRADY WAY DWR03 10+6237T 914IF .2 v I TYPE C2B 3 DW-R03 10+63.00 DW-R03 10+80.00 N28° 33' 4611W 10+80 N: 175460.03 E: 1299960.84 MATCH NEATLY TO EXISTING °, ASPHALT SURFACE DW-R03 10+53.07, 22.42' RT N FG 28.35 I> ° ° I DW-R03 10+54.29, 22.41' RT ° PC, FG 28.40 FG 28.23 p ° • R=3.00' ° o -1.5% I DW-R03 10+57.31, 25.33' RT p ° per- p • PT, FG 28.56 co CY)d > Mv 5 FG 28.58 y y _d -1.5 /o ° y y DW-R03 10+58.70, 41.42' RT FG 28.70 y y . FG 28.47 _v y 5.5 8.0 4.5' DW-R03 10+63.23, 41.37' RT FG 28.53 y y yy 5.5' MATCH NEATLY TO EXISTING ASPHALT SURFACE DRIVEWAY DW-R03 PLAN SINGLE COMMERCIAL DRIVEWAY VP1 STA 10+39.50 FL 27.92 1� 0 0 co o o L + o Q� II �00 Q 00 N �N a- J cn 00 > w EX 3.34% � J � > w_ - EXISTING GROUND PROPOSED GROUND 9� 18 192305-9070 SOYAM INVESTMENTS LLC 710 S GRADY WAY 35 30 25 20 10+00 10+20 10+40 10+60 10+80 11+00 DRIVEWAY DW-R03 PROFILE SINGLE COMMERCIAL DRIVEWAY AD -READY SUBMITTAL 7 (425) 453-5000 oacobs 1100 112TH AVE NE, SUITE 500 BELLEVUE, WA 98004 No. I REVISION I BY I APP'D I DATE DESIGNED: APPROVED: A. VILLAR G. FRANCO DRAWN: C. WILCOX CHECKED: PROJECT NO: B. HORN E00566E18 CHECKED: CONTRACT NO: l K. CHANG YUEN CXXXXXXXX LQ King County METRO DRIVEWAY GENERAL NOTES 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. DRIVEWAY NOTES OCEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS NOTED) PER CITY OF RENTON STD PLANS 104, 104.2, 104.4 AND 104.5. OCEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE (TYPE AS NOTED) PER CITY OF RENTON STD PLANS 104.1. 30 ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG 58H-22 OVER 4-IN CSTC. r O O CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 r N 50 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON U STD PLAN 101 DRIVEWAY LEGEND HMA CEMENT CONCRETE PAVEMENT W W - LANDSCAPING Y W Y RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) . TEMPORARY CONSTRUCTION EASEMENT DEVELOPMENT ENGINEERING Michael Sippo 09/11 /2024 FENCE RETAINING WALL 0' 10, 20' HORIZ SCALE: 1" = 10' 0' 2' 4' VERT SCALE: 1" = 2' FR_-421 418 METRO TRANSIT CAPITAL DIVISION DATE: RAPIDRIDE I LINE JUNE2024 RENTON SEGMENT DRAWING NO DRIVEWAY PLAN & PROFILE 1 C9.02 SHEET NO: OF 185 473 N 0 O O qrm ce a OM z 0 z W ct� 14 J z � X 0 � O Z z QW W 0 U_ z FM z� o > N N z� 7 z 0 H z W z' z Q U z C9 X 7 Z 0 Z W rI 0 Z 0 H Z W 0 X 7 z 0 z W a a 0 0 X ryl 0 c v) m > m N N z 0 z W z' 0 Q X z 0 z W 0 X 3 Z W 0 W J X z c� J Q X 7 0 o 0- 0 o cu J CD N z71 O NI O W 0 0 0 m oo J r) !"2 � � om75 LO CO I j CV CD CO > " 0 0 M O ~I CDU N 0) ow _ W 8 0 X W u> �I0L,of LLJ U Q 0 a X No. 35 25 y ° p ° D y B o • y ° • y o y ,v y y p � y D • FG 32.85 y y Up, -1.5% yy y 0 0 y y \ ° D \� y y � y C) �{j C9 y .v 1 _, 1 D 04 10+80.0010 -1'5% FG 32.37 p �o N: 174935.39 TYPE C2 1 0 E: 1300403.52 10.0' ° p 10+80 DW-R04 10+60.25 10 1> FG 32.24 3 ° -1.5% • y y O O y \ \ DW-R04 10+60.22, 10.60' LT y y o 21 192305-9094 PUGET SOUND ENERGY/ELEC TALBOT RD S DW-R04 10+60.28, 10.02' RT FG 33.37 MATCH NEATLY TO EXISTING ASPHALT SURFACE DW-R04 10+50.28. 10.37' RT / FG 32. -FG 32.72 FG 33.18 • FG 32.64 y • y -1.5 0 F I y y10 0,v J 8.5_: f\ '. y y • .v y p • y y /�'� y y l y y y °D�ol�l I y y y p y y y y I y y D y y Io p y ° -v y ° y y P • y y DRIVEWAY DW-R04 PLAN SINGLE COMMERCIAL DRIVEWAY TI T 0 w z_ 1 Om J m Q Q` 1 DW-R04 10+41.70 I rW-R04 10+40.70 DW-R04-LIN E N870 28' 54"W DW-R04 10+00.00 TAL-B 16+63.64 G 32.52 DW-RI4 10+50.22, 10.48' LT FG 32.36 35 30 25 W 0- 11+00 10+80 10+60 10+40 10+20 10+00 DRIVEWAY DW-R04 PROFILE LO N O C� + O 0 N II N + + It EXISTING GROUND II 00 ; II M H N cN o EX 0.65/° (~ cn �NCY) w \ ° o o VP7STA 10+41.70 FL 32.12 PROPOSED GROUND Cn M 00 X M M M M M� W 11' I O O o I - 1 1 DW-R05-LINE 870 20' 10"W p DW-RU5 10+00.00 ° TAL-B 17+88.99 °-1.5% FG 31.71 p O DW-R05 10+60.20, 11.00' LT y y y 0 N o I FG 32.13 I y y y y`{' p`ri • y y -► • FG 32.14y y -1.5% FG 32.02 y y o 8.5' y yy DW-R05 10+50.20, 11.00' LT Cy y 21 192305-9094 ( y y o FG 31.83 PUGET SOUND ENERGY/ELEC y o D TALBOT RD S y yy y ° DRIVEWAY DW-R05 PLAN SINGLE COMMERCIAL DRIVEWAY SINGLE COMMERCIAL DRIVEWAY AD -READY SUBMITTAL ON (425) 453-5000 1100 112TH AVE NE, SUITE 500 BELLEVUE, WA 98004 cob REVISION BY I APP'D I DATE y • y y ° D I y y y y ° y v ° D y DW-R05 10+60.20, 10.77' RT y ly p p FG 32.30 y y y y y y y y o y y 4 DW-R05 10+50.20, 11.00' RT MATCH NEATLY TO EXISTING y y y y yy ° o FG 31.88 ASPHALT SURFACE FG 32.23 ° y -1.5% FG 32.11 y y - y y y 0 0 0 y y y � o O y y y I D 1 DW-R05 10+41.70 -1.5% FG 31.76 DW-R05 10+80.00 ° • , - DW R05 10+40 70 N: 174810.38 E: 1300397.70 35 011 25 TYPE C2 1 10+80 DW-R05 10+60.20 • I 3 r 10.0' 1 DRIVEWAY GENERAL NOTES 1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE MEASURED TO THE FACE OF CURB. 2. NEGATIVE SLOPE VALUES ARE SHOWN IN THE DOWNHILL DIRECTION. Q 3. REFER TO PAVING PLANS FOR ROADWAY PAVING DETAILS. 4. REFER TO ROW AND ALIGNMENT PLANS FOR ROADWAY ALIGNMENT z AND RIGHT-OF-WAY DETAILS. m 5. CONTRACTOR TO ROUND DRIVEWAY TIE-IN POINT TO MATCH EXISTING O J GRADE. m 6. ALL ELEVATIONS SHOWN ARE FINISHED GRADE. J 7. UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF CURB ARE FLOWLINE ELEVATIONS. DRIVEWAY NOTES 11 to CD + + 00 7- EXISTING GROUND O N O O O N N O f` O N +It 00 + II O O O II Q 00 IILO II 00 II O (\1 - coti �� Qti co H Q- H co a- (n C/) C/)M coca EX 1_61 m W 52°/a - _ % > >LU >LU EX _2 ° o _ ° - ° VPI STA 10+41.70 PROPO ED GROUND FL 31.56 M ~ N 0-)co L0 %C Cn co N M co M N W 11+00 10+80 10+60 10+40 10+20 DRIVEWAY DW-R05 PROFILE SINGLE COMMERCIAL DRIVEWAY DESIGNED: APPROVED: A. VILLAR G. FRANCO DRAWN: C. WILCOX CHECKED: PROJECT NO: B. HORN E00566E18 CHECKED: CONTRACT NO: l K. CHANG YUEN CXXXXXXXX 35 all 25 W 10+00 w, King County METRO (1) CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS NOTED) PER CITY OF RENTON STD PLANS 104, 104.2, 104.4 AND 104.5. OCEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE (TYPE AS NOTED) PER CITY OF RENTON STD PLANS 104.1. 0ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG N r 58H-22 OVER 4-IN CSTC. r OCEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 N 0CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON C� STD PLAN 101 DRIVEWAY LEGEND HMA CEMENT CONCRETE PAVEMENT W LANDSCAPING RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) .. TEMPORARY CONSTRUCTION EASEMENT FENCE RETAINING WALL 0' 10, 20' HORIZ SCALE: 1" = 10' 0' 2' 4' VERT DEVELOPMENT ENGINEERING ow SCALE: 1" - 2' Michael Sippo 09/11/2024 FR-42141 8 METRO TRANSIT CAPITAL DIVISION DATE: RAPIDRIDE I LINE JUNE2024 RENTON SEGMENT DRAWING NO DRIVEWAY PLAN & PROFILE 1 C9.03 SHEET NO: OF 186 473 34 a z O z w Of JI z � N X � 1 a � z O z Qw W X a O L.L z J LU U ry Q _. a O N N 00 z O H z w ry z z Q 2 U Z 0? X z O F- Z w ry f' 0 PON z O z w ry 3: O X a z O z w ry a O ry O X a 0 m N N z O z w z� O Q X 3 z O z w n' 0 X Z w cD w J X a z J Q X O o a O U FT X 0 J a O N 0� O 3: NI rK w U O m U � J 0 M o m Y a � 7q LO M o 3: Lo c� UI a,oco o N U a)ow �w o _ 0 0 X . w v> �I LU � LL 0-0 w Q U a X No. y DW-R06 10+50.20, 20.00' RT FG 31.99 y y FG 31.64 y y y y c ° DW-R06 10+58.20, 20.00' RT y D (y y-1.5%°'� D FG 31.54 "" y y y y O° O y LO Lf) y i i MATCH NEATLY TO EXISTIN� -1 P5 / D ASS SURFACE 4 "0' • ° D 0 D N D DW-R06 10+80.00 DW-R06 10+58.20 D N: 174592.49 0 ° E: 1300387.56 I ■ FG 31.52 ■ ■ ■ 10+80 D TYPE C2 1 ° C5 192305-9001 I J - D SOYAM INVESTMENTS LLC I 3 I o 710 S GRADY WAY o N 35 30 25 cD - 4 ° FG 31.39 ■ y y -1.5%0 ■ y y _ y y y ■ y y y y y \n p O DW-R06 10+58.20, 19 45' LT y v y yy y 16 ' L� c5 ■ FG31.41y1yy yy ° ■ y y y p, iy y yW y yr y y y y ;-1.5%, FG 31.71 ■ DW-R06 10+50.20, 20.00' LT IFG 31.83° y 8.5' ■ FG31.52y y y y ■ imp ,y y n ■ DRIVEWAY DW-R06 PLAN SINGLE COMMERCIAL DRIVEWAY DV\ I `DW-F W-R06 EXISTING GROUND o O-It o 14 + N + + + � o O o II II L0 II Q �� Q� II �� 00 Lq co �= U)m �� co U)= co - ILLI Im > W _--- ----- > W W 02% EX -2 •• - -- - EX 0.22% fl_ - o VP1 STA 10+41.70 FL 31.29 PROPOSED GROUND LO co � x CIOM j M co 11+00 10+80 10+60 10+40 10+20 DRIVEWAY DW-R06 PROFILE SINGLE COMMERCIAL DRIVEWAY AD -READY SUBMITTAL REVISION BY I APP'D I DATE 35 30 25 1 ° y o o °o y ° 0 O 0 0 cc y y ° � °o FG 463.48 y �° o° y y DW-R07 10+35.03, 8.06' RT N FG 7463.32 y ,\ y ° DW-R07 10+65.84, 5.72' RT ��FG 463.41 FG 468.07 DW-R07 10+40.03, 7.68' RT \ y -1.6% j C:) MATCH NEATLY TO EXISTING- - FG 464.15 y y o 0 cli ASPHALT SURFACE- - - - y yy ccoC DW-R07 10+00.00 DW-R07 10+80.00 I y y y y- 108TH 30+95.85 N:162315.88 y I -1.5% E: 1302861.12 o FG 463.24 DW-R07-LINE 10+80 o DW-R07 10+28.54 10 019, I I 06 + DW-R07 10+66.30 I -1.5% DW-R07 10+29.54 c i y DW-R07 10+66.74 5.68' LT y y y y y y y y y y y 5.5' 2 TYPE R1 ' I y y y y y mD FG 468.25 3 y y y o o DW-R07 10+30.05, 7.95' LT y lO o •- .. , y y y y y co co FG 463.78 DW-R07 10+40.05, 7.58' LT y y FG 464.16 y ° DW-R07 10+30.08, 19.95' LT UJ y y o . FG 464.50 W y DW-R07 10+35.08, 19.94' LT > z DW-R07 10+35.05, 7.94' LT y yy y y FG 464.57 Q I FG 463.86 00 C4 322305-9135 I y y y y o 00 SEA MAIN AND YILIN CHAN y y 18429 108TH AVE SE DRIVEWAY DW-R07 PLAN SINGLE RESIDENTIAL DRIVEWAY 475 470 465 :.1, EXISTING GROUND 0 co ffl 0 II � F� 00 �Q - \ \o >w Itt O Ict CDo 0 + o � o O II O p + O Q N CD �� II CO Qom' II O II � QO <o Q LO ce) \ > w cn >CID >_ j >W EX -1-° /o --- O 0 0 PROPOSED GROUND VPI STA 10 29.54 FL 463.34 N c} N t0 Lq 10+00 11+00 10+80 10+60 10+40 10+20 DRIVEWAY DW-R07 PROFILE so (425) 453-5000 1100 112TH AVE NE, SUITE 500 cobBELLEVUE, WA 98004 DESIGNED: A. VILLAR DRAWN: C. WILCOX CHECKED: B. HORN CHECKED: l K. CHANG YUEN 475 470 465 3.1 M101111 SINGLE RESIDENTIAL DRIVEWAY APPROVED: G. FRANCO LIQ King County PROJECT NO: E00566E18 METRO CONTRACT NO: CXXXXXXXX DRIVEWAY GENERAL NOTES 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 N 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. DRIVEWAY NOTES OCEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS NOTED) PER CITY OF RENTON STD PLANS 104, 104.2, 104.4 AND 104.5. OCEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE (TYPE AS NOTED) PER CITY OF RENTON STD PLANS 104.1. 30 ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG N rm 58H-22 OVER 4-IN CSTC. r O 40 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 N 0 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON U STD PLAN 101 DRIVEWAY LEGEND HMA NM CEMENT CONCRETE PAVEMENT 0 O 1 LANDSCAPING r WWW N RIGHT OF WAY (EXISTING) a RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) O .. TEMPORARY CONSTRUCTION EASEMENT N O O X FENCE O 1 N RETAINING WALL N Q J 0' 10, 20' HORIZ SCALE: 1" = 10' 0' 2' 4' VERT DEVELOPMENT ENGINEERING SCALE: 1" = 2' Michael Sippo 09/11 /2024 0 R-421418 METRO TRANSIT CAPITAL DIVISION DATE: RAPIDRIDE I LINE JUNE2024 RENTON SEGMENT DRAWING NO: DRIVEWAY PLAN & PROFILE 1 C9.04 SHEET NO: OF 187 473 0 LO U O 00 ca J a� 0 Sri U rn Cl) O CO O a co LO M ti LO O U X O M O O 4J a a 0 �I U X O p z J W U U � a X m E m a o N CO O LO NI O r' W p O rr, N O O m � 0 C U p Y LLJ (n LLL W W a Q X 2i r N O 0 W I= a z O z w X a Z 0 J Q X En 0 0 m N N z O z w Of X LO U XO 0 CC) J w Cl)§ O o U � o co X 7_ Q0 � C� LCD O olio 3: Lo N "o(2� x V w 0 (o N 0 O CD o m o � U 3: p Y 3: F- LL 0-0 w Q U a_, X PEDESTRIAN GUARDRAIL IN SOME LOCATIONS SEE PAVING PLANS FOR LIMITS 3/4" CHAMFER TYP. #4 @ V-0" SPA CONT. BTWN EJ W/ 2'-0" MIN. LAP SLICE, TYP. PROVIDE A MINIMUM 1' WIDE BENCH PRIOR - TO ANY GRADING 0 z_ w rn � CO w PEDESTRIAN GUARDRAIL 5" 1H 21 CL L1 R 1 V M � 10" 3'-9" 2'-0" (FIELD CUT TO FIT) #4 @ 1'-0" SPA 1'-0" TYP EXISTING GROUND 2" CSTC GRAVEL BORROW AS REQUIRED 4" CEMENT CONC. SIDEWALK CEMENT CONCRETE THICKENED EDGE SIDEWALK DETAIL A SCALE: NTS NOTE: SEE SHEET 1 S5.01 FOR PEDESTRIAN GUARDRAIL DETAILS STATION #59830, STATION #60322, STATION #60340 PEDESTRIAN GUARDRAIL 3/4" CHAMFER TYP. #4 @ V-0" SPA CONT. BTWN EJ W/ 2'-0" MIN. LAP SLICE, TYP. PROVIDE A MINIMUM 1' WIDE BENCH PRIOR - TO ANY GRADING Cn C? wN �x QQ >� a 2" CLR PEDESTRIAN GUARDRAIL 0 1H z w 00 1V� w M � 10" 3'-9" 2'-0" (FIELD -ZEF CUT TO FIT) #4 @ 1'-0" SPA EXISTING GROUND SHELTER LEG 3/4" CHAMFER TYP. #4 @ V-0" SPA CONT. BTWN EJ W/ 2'-0" MIN. LAP SLICE, TYP. PROVIDE A MINIMUM 1' WIDE BENCH PRIOR - TO ANY GRADING 0 N SHELTER OR PYLON FOOTING SEE STATION TYPICAL SECTIONS FOR DETAILS SHELTER OR PYLON FOOTING WITH THICKENED EDGE DETAIL B SCALE: NTS NOTE: SEE SHEET 1S5.01 FOR PEDESTRIAN GUARDRAIL DETAILS STATION #60322 r'„ 0 z_ w rn � co w 211 CLR Elf M � 10" 1'-0" TYP 2'-0" (FIELD 3'-9" CUT TO FIT) /-- #4 @ V-0" SPA EXISTING GROUND N N r O O r F50 SHELTER FOUNDATION N SEE KC METRO STANDARD 0 DETAIL D101C FOR DETAILS NOT SHOWN. F50 SHELTER FOOTING WITH THICKENED EDGE DETAIL C SCALE: NTS NOTE: SEE SHEETS 1 R2.03 AND 1 R2.04 FOR F50 SHELTER FOOTING DETAILS. SEE DETAIL F FOR SHELTER ANCHORAGE DETAILS. SEE KC METRO STANDARD DETAIL D101C FOR DETAILS NOT SHOWN. STATION #59830, STATION #60340 6" 8 112" 1" R, TYP SHELTER LEG (4) 3/4"0 316 SS THREADED ANCHOR RODS W/ 6 3/4" 2:1 MAX z INTEGRAL CURB MIN. EMBED AND HILTI HIT -RE 500 EPDXY GROUT. LEVELING NUTS AT ALL THREADED ANCHOR RODS CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB SHELTER LEG I I _ 1 1/2" NON -SHRINK GROUT UNDER SHELTER I IODx I I SHOE BEARING PLATE FOR FULL BEARING 611 SIDEWALK WIDTH VARIES #4 @ 2 EQ. SPA -I #4 1" R, TYP CONT. B/W EJ W/ 2'-0" CLR - 6' @ 1'-6" SPA 2:1 MAX z INTEGRAL CURB MIN LAP SPLICE, TYP - - M 2'-0" IF CURB IS NOT CONSTRUCTED #4 @ 2 EQ. SPA 9" MIN MONOLITHICALLY, CONSTRUCT FTG W/ - w N CONT. B/W EJ W/ 2'-0" 1'4' MAX REINF BARS FOR CURB IN PLACE, Q x 2 ROUGHEN FTG SURFACE & CLEAN AND > Q MIN LAP SPLICE, TYP CLR - - � � AT COAT W/ CONC EPDXY PRIOR TO PLACING CURB, DOWELLING CURB TO FTG SHALL NOT BE ACCEPTABLE B31 FOOTING 'V 2'-0" 4" CEMENT CONC. SIDEWALK UNDISTURBED SOIL SEE KC METRO STANDARD #4 � DETAIL D103 FOR DETAILS @ 1'-6" SPA 2" CSTC 2" CSTC NOT SHOWN. 10" DEVELOPMENT ENGINEERING Michael Sippo 09/11 /2024 07 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB SHELTER OR PYLON FOOTING WITH INTEGRAL CURB POST INSTALLED ANCHORAGE DETAIL DETAIL E DETAIL F SCALE: NTS STATION #60359 SCALE: NTS SCALE: NTS STATION #60359 R-4214189 DESIGNED: APPROVED: METRO TRANSIT CAPITAL DIVISION DATE: AD -READY SUBMITTAL ' JUNE 2024 M. j�` H. D'ACCI G. FRANCO (425) 453-5000 0F ,�A 9�, DRAWN: RAP I D RI D E I LINE .Oaco s1100 112TH AVE NE, SUITE 500��`� �� LQ King County BELLEVUE, WA 98004� r H. D'ACCI CHECKED: PROJECT NO: R E N TO N SEGMENT DRAWING NO: �Q�C?1�57217�� 1 X.wu E00566E18 FOOTING DETAILS 1 C5.02 . AL No. REVISION BY APP'D DATE �AL �� CHECKED: CONTRACT N0: SHEET N0: OF 06/11/2024 K. CHANG YUEN CXXXXXXXX 189 473 N M O O O r N a O to N O O O N N a J r N 0 0 W Imm Q 0 ry 0 0 0 co J o 0) XO o 77 C,U o pp J N Cl) 3: ElfI o U LL.I 0 m LO I_ LO N 3: Cl) U Y X pj C-) O 6 p N 0 a o z � w LU 0 0 X . w &5 v> LL 0-0 w Q U a X CITY OF RENTON DRAINAGE NOTES: 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT 8. ALL UTILITY TRENCH BACKFILL AND ROADWAY 14. BUILDINGS AND OTHER STRUCTURES SHALL BE ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY DRY DENSITY PER SECTION 2-03.3(14)D - COMPACTION WIDTHS AND BUILDING SETBACKS LINES OF THE REFERRED TO AS THE CITY, THE APPLICANT, AND THE AND MOISTURE CONTROL TESTS OF THE WSDOT RENTON SWDM. APPLICANT'S CONTRACTOR. STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS, ALL TRENCH 15. LIDS OF MANHOLES/CATCH BASINS WITHIN PUBLIC 2. THE APPLICANT SHALL BE RESPONSIBLE FOR BACKFILL SHALL BE FIRM AND UNYIELDING BUT IN NO RIGHT-OF-WAY SHALL NOT BE ADJUSTED TO FINAL SECURING ALL NECESSARY CITY, STATE, AND FEDERAL CASE SHALL BE COMPACTED TO MORE THAN 92% OF GRADE UNTIL AFTER PAVING. ALL MANHOLE/CATCH PERMITS PRIOR TO CONSTRUCTION. MAXIMUM DRY DENSITY. BASIN RIMS SHALL BE ADJUSTED TO BE FLUSH WITH 3. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN. DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH 9. OPEN CUTTING OF EXISTING ROADWAYS FOR STORM THE LATEST EDITION OF THE CITY OF RENTON DRAINAGE WORK IS NOT ALLOWED UNLESS 16. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT SURFACE WATER DESIGN MANUAL (RENTON SWDM), SPECIFICALLY APPROVED BY THE CITY AND NOTED ON OF WAY SHALL BE SUFFICIENT LENGTH TO PROVIDE A RENTON MUNICIPAL CODE (RMC), AND THE STANDARD THESE APPROVED PLANS. ANY OPEN CUT SHALL BE MINIMUM 3:1 SLOPE FROM THE EDGE OF THE SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL RESTORED IN ACCORDANCE WITH THE CITY TRENCH DRIVEWAY TO THE BOTTOM OF THE DITCH. CONSTRUCTION PREPARED BY WSDOT AND THE RESTORATION STANDARDS. AMERICAN PUBLIC WORKS ASSOCIATION (APWA). IT 17. ROCK FOR EROSION PROTECTION OF ROADSIDE SHALL BE THE SOLE RESPONSIBILITY OF THE 10. ALL PIPE AND STRUCTURES SHALL BE STAKED FOR DITCHES, WHERE REQUIRED, SHALL BE OF SOUND APPLICANT TO CORRECT ANY ERROR, OMISSION OR SURVEY LINE AND GRADE PRIOR TO THE START OF QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE (1) VARIATION FROM THE ABOVE REQUIREMENTS FOUND CONSTRUCTION. WHERE SHOWN ON THE PLANS OR FOOT AND SHALL MEET THE FOLLOWING IN THE PLANS. ALL CORRECTIONS SHALL BE AT NO WHERE DIRECTED BY THE CITY, THE EXISTING SPECIFICATIONS: ADDITIONAL COST TO THE CITY. MANHOLES, CATCH BASINS, OR INLETS SHALL BE A. 4-8 INCH ROCK / 40 - 70% PASSING. ADJUSTED TO THE GRADE AS STAKED. 4. APPROVAL OF THE ROAD, GRADING, PARKING, B. 2-4 INCH ROCK / 30 - 40% PASSING; AND BUILDING, AND DRAINAGE PLAN DOES NOT 11. ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED CONSTITUTE AS APPROVAL OF ANY OTHER AND IN OPERATION PRIOR TO, OR IN CONJUNCTION C. LESS THAN 2 INCH ROCK / 10 - 20% PASSING CONSTRUCTION (E.G. WATER, SEWER, GAS, WITH, ANY CONSTRUCTION ACTIVITY UNLESS ELECTRICAL, ETC.). PLANS FOR STRUCTURES SUCH AS APPROVED BY THE CITY. 18. FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR 12. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A SEPARATELY CONVEY COLLECTED FLOWS TO THE TO CONSTRUCTION. THE SURFACE WATER DRAINAGE PROPERLY PREPARED FOUNDATION IN ACCORDANCE CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE WITH THE CURRENT STATE OF WASHINGTON THE SITE, UNLESS APPROVED BY THE CITY. FOOTING APPROVED PLANS. ANY DEVIATION FROM THE STANDARD SPECIFICATION FOR ROAD AND BRIDGE DRAINS SHALL NOT BE CONNECTED TO ON -SITE BMPs. APPROVED PLANS WILL REQUIRE COORDINATION CONSTRUCTION. THIS SHALL INCLUDE NECESSARY FOLLOWED BY WRITTEN APPROVAL FROM THE CITY. LEVELING OF THE TRENCH BOTTOM OR THE TOP OF 19. THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A BOLT - LOCKING 5. A COPY OF THE APPROVED PLANS SHALL BE ON THE THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT LID MARKED "STORM" OR "DRAIN" SHALL BE LOCATED AT JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. AND COMPACTION OF REQUIRED BEDDING MATERIAL THE PROPERTY LINE OR AT THE POINT OF CONNECTION TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM THE PIPE WILL BE SUPPORTED ON A UNIFORMLY PER THE CITY STANDARD PLAN 227.00. 6. THE LOCATION OF ALL EXISTING UTILITIES SHOWN DENSE, UNYIELDING BASE. ALL PIPE BEDDING AND HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY BACKFILL SHALL BE AS SHOWN ON THE CITY 20. ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED OR OR OBTAINED FROM AVAILABLE RECORDS AND SHALL STANDARD PLAN 220.00, 220.10, AND 220.20. LINE AND GRADE BY A SURVEYOR LICENSED IN THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE WASHINGTON STATE, AND CUT SHEETS SHALL BE 13. ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS PROVIDED TO THE CITY PRIOR TO CONSTRUCTION. RESPONSIBILITY OF THE APPLICANT AND THE AND MANHOLES SHALL BE FITTED WITH DUCTILE IRON, APPLICANT'S CONTRACTOR TO INDEPENDENTLY BOLT -LOCKING LIDS PER THE CITY STANDARD PLAN 21. ALL NEWLY- INSTALLED AND NEWLY- REHABILITATED VERIFY THE ACCURACY ALL UTILITY LOCATIONS 204.10, 204.20, 204.30, 204.40, 204.50. (PUBLIC AND PRIVATE) STORM CONVEYANCE SYSTEMS SHOWN, AND TO FURTHERR DISCOVER AND AVOID ANY STRUCTURES SHALL HAVE: SHALL BE INSPECTED BY MEANS OF REMOTE CCTV OTHER UTILITIES NOT SHOWN HEREON THAT MAY BE A. RECTANGULAR OR ROUND, SOLID LIDS ACCORDING TO THE CITY STANDARD PLAN 266.00. CCTV AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. WHEN NOT COLLECTING RUNOFF, AND INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE APPLICANT SHALL RECORD ON THE AS -BUILT OUTSIDE OF THE ROADWAY. THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL DRAWINGS ALL UNDOCUMENTED UTILITIES PROJECT CURBS, GUTTERS AND/OR PAVEMENT. DISCOVERED AND ANY CHANGES TO THE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIFY B. ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN 22. ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING THE ENGINEER OF RECORD IF A CONFLICT EXISTS. THE ROADWAY, BUT OUTSIDE OF THE MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 7. VERTICAL DATUM SHALL BE NAVD 88 AND HORIZONTAL CURB/GUTTER LINE. 7-04.3(1) OF THE WSDOT STANDARD SPECIFICATIONS DATUM SHALL BE NAD 83 (WA STATE PLANE, NORTH), AND IN THE PRESENCE OF A REPRESENTATIVE OF THE UNLESS OTHERWISE APPROVED BY THE CITY. C. ROUND, SOLID LIDS DISPLAYING THE CITY CITY. STORM DRAIN STUBS SHALL BE TESTED FOR LOGO WHEN WITHIN THE PUBLIC ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS RIGHT-OF-WAY OR IN AN EASEMENT TO THE TESTED. CITY. PRIVATE STRUCTURE LIDS OUTSIDE PUBLIC RIGHT-OF-WAY AND EASEMENTS TO 23. FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED, THE CITY SHALL NOT DISPLAY THE CITY LOGO. 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 NOW SLIP OR NOW 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. 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. 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 DEVELOPMENT ENGINEERING ` -r Michael Sippo 09/11/2024 F-R-4214190-] AD -READY SUBMITTAL DESIGNED: APPROVED: METRO TRANSIT CAPITAL DIVISION DATE: 7 1�1Ji B. kj W. HICKEY G. FRANCO RAP I D RI D E I LINE DUNE 2024 (425) 453-5000 .yti of � hl �DRAWN: � 1100 112TH AVE NE, SUITE 500 �'� �`� �'� � King County A cobBELLEVUE, WA 98004 �� H. JOHNSON CHECKED: PROJECT NO: RENTON SEGMENT DRAWING NO: �° 200 01STY,"' �J.ETULAIN E00566E18 METRO DRAINAGE 1 DR.OA No. REVISION BY APP'D DATE SI01V012/24 AL S CHECKED: CONTRACT NO: GENERAL NOTES SHEET NO: OF 6/K. CHANG YUEN CXXXXXXXX 212 473 m O ry Z3 0 >. co J O O 00 00 Cl) O co 0 LO co M ti C) O U X a) M O O a) Y 0 �I U X 0 O U No J (V ryI U Lu a 0 m ry F= m m 0 0 N � M C.1) U Y cq O N 0 O Z W c C� =3 W � J 0 X LL LLI O LU J Of a X U) W C� Q O '7 1-ml TT z O z w fy 0 J x z O z w w U Q ry z O z w i J X 0 z w cD w J X z O z w ry O ry M• O N N 0 ry m N N 22 z O z w ry x z O z w r' 0 x z O z w ry z O Q SDCB T Cam. 8' 12„ \/ SVC SE)\ RIM, VMP=21.1 '31 „2 /�2C / 19,9, �RCp��J / 7-2/ / \ 3k6.. 1 iS�! �2 R/ 25.13. O k Ej _ _ ' 1 6 SED,22.0 P S / --- SE� SD A d - 26 a 10+00 18+29 T '' - 20 I T 1 RIAA_ _ l a_ 0 11+00 � EX SDCB (1-E1) GRA 11+05.97, 27.80 LT 1 6 RIM EL = 25.53 IE = 22.30 (12" N) IN IE = 22.30 (12" SW) OUT ----26- P i P P - - T SD 16 / p �1» st 18 08 " 8» '9" / `SO ISDMN T2 _ / /E(NW 21.6' 2,27.64, IE(E) �-21 5' 12RCP SUMP 1 g 0' 12 RCp P l SD SD / SDCB T 1 /E (2/M-24- 68' / 3» SU Si --22)=22.0' 12 RCP MP�21.4' 12 RCP T AD -READY SUBMITTAL No. I REVISION BY I APRD I DATE SD - SUMP_ 18.8' IEiNW T 1 RIM=24, )-21. 30' 12 RCP TOP Rcp OF SED,19 RCP SD SD SDCB (1-2) TYPE 1 8 12 G RA 11 +05.98, 38.68 LT P RIM EL = 24.92 IE = 22.38 (12" E) IN � IE = 22.38 (12" S) OUT SDCB (1-1) TYPE 1 'A II GRA 12+55.26, 38.68 LT 8 12 RIM EL = 25.49 IE = 23.13 (12" W) OUT 28 ---- I _ o 12+00 S GRADY WAY I - (GRA-LINE) / SD I (425) 453-5000 1100 112TH AVE NE, SUITE 500 BELLEVUE, WA 98004 SD UVT DESIGNED: J. GREEN DRAWN: z H.JOHNSON CHECKED: W� J. ETULAIN F CHECKED: 06112124 K. CHANG YUEN 13+00 I _ - P P - � o �J ti0 SDCB T 1 0 1E(W)124 T A4�6 21 SUMP;21.9' 1 RCP I SDCB '_1 1 I Top OF .2 12 2 RCP 24.0' APPROVED: G. FRANCO PROJECT NO: E00566E18 CONTRACT NO: Cxxxxxxxx N 0 Uj -- W bi ------ (f) 1 14 0 0 d' Q O LiJ Z J U Q 0' 20' 40' SCALE: 1" = 40' LIM King County METRO GENERAL NOTES 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. STORM DRAINAGE NOTES 0 ADJUST INLET OR CATCH BASIN TO GRADE 0 ADJUST MANHOLE TO GRADE 0 ADJUST STORM DRAIN MANHOLE WITH V RISER 04 REMOVE INLET OR CATCH BASIN 05 REMOVE STORM DRAIN PIPE 06 REPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 O 0 CONNECTION TO EXISTING DRAINAGE STRUCTURE N qrm Og INSTALL CATCH BASIN TYPE 1 PER r O CITY OF RENTON PWD STD PLAN 200.00 O Og INSTALL CATCH BASIN TYPE 2 PER r CITY OF RENTON PWD STD PLAN 201.00 10 INSTALL SHALLOW MANHOLE PER CITY OF RENTON PWD STD PLAN 400.2 11 INSTALL OPEN CURB FACE FRAME AND GRATE PER CITY OF RENTON PWD STD PLAN 203.00 N 12 INSTALL RECTANGULAR VANED GRATE PER CITY OF RENTON r PWD STD PLAN 204.40 O 13 INSTALL RECTANGULAR SOLID COVER PER CITY OF RENTON O 0 PWD STD PLAN 204.10 r 14 INSTALL 6'x8' MODULAR WETLAND WATER QUALITY UNIT N 15 INSTALL 8'x12' MODULAR WETLAND WATER QUALITY UNIT a 16 INSTALL FLOW CONTROL STRUCTURE PER CITY OF RENTON PWD STD 237.00 17 CONNECTION TO EXISTING PIPE O 18 INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB N O DRAIN, PER DETAIL 1, DRAWING NO. 1DRD.02 O O G INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, N PER DETAIL 1, DRAWING NO. 1DRD.03 N 20 INSTALL 7.5'X5.0' OIL WATER SEPARATOR UNIT PER CITY OF a RENTON PWD STD 240.10 J 21 PLUG EXISTING INLET OR OUTLET DUE TO REMOVAL OF EXISTING STORM DRAINAGE PIPE 22 INSTALL CONCRETE INLET PER CITY OF RENTON PWD STD PLAN 200.30 23 INSTALL MANHOLE PER CITY OF RENTON PWD STD PLAN 400.1 DEVELOPMENT ENGINEERING t Michael Sippo 09/11/2024 %j METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT DRAINAGE PLAN GRA 10+00 TO GRA 14+00 R-4214192 DATE: JUNE 2024 DRAWING NO: 1 DR.01 SHEET NO: OF 214 473 z O z w fy 0 J x En 3 z O z w w U Q ry X En 3 z O z w J X En 3 0 z w cD w J X z O z w ry 0 ry M• O N N 0 ry m N N 22 z O z w ry x z O z w r' 0 x z O z w ry z O Q O a O x En 3 a z O F- z w J x i a _ z 3 O Z w ry n � 3 0 X J pj )Lz ) � J Q ? pp X pp � 3 5 %I O O N _ � O N J O �I ? N 0 O of N O >Cdm i 3 > F— LU H U) W ' ~ w O ZOLUQ i 0- x 2Ei GENERAL NOTES N 1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. O 2. ALL CATCH BASINS, MANHOLES, AND MAINTENANCE HOLES LOCATED IN A SIDEWALK, WALKING PATH, OR CROSSWALK 1 0 SHALL BE FITTED WITH A NON -SLIP OR NON-SKID COVER PER W PROJECT SPECIFICATIONS. H I STORM DRAINAGE NOTES r- 0 ry W W (n 0 0 ry U W _Z J SDC vN OF SFD l0 RCP B %1 2,3 S, 2; IEiNE), ' 02' 24 S' 6,pl/c 8 pVC U) W RIM EL = 25.89 IE = 24.00 (10" NW) IN� IE = 23.90 (8" NE) IN IE = 24.10 (8" SW) IN IE = 23.90 (10" S) OUT SDCe �4 (S)\24. 1, ja2S, g 3. OF SED 8 RCP SDC 23.9 /e(N)e %7 RIM, I EiW , 24• 2S• 8 TOp _-Op- 4 1, 8 RCP ), SeDRCp a2. a RIM EL = 25.95 IE = 24.10 (8" N) IN IE = 24.10 (8" SW) OUT ,' 11 TFF___7___� 0 d� W Z J I U Q 0 ADJUST INLET OR CATCH BASIN TO GRADE 0 ADJUST MANHOLE TO GRADE 0 ADJUST STORM DRAIN MANHOLE WITH V RISER OREMOVE INLET OR CATCH BASIN OREMOVE STORM DRAIN PIPE OREPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 O 000NNECTION TO EXISTING DRAINAGE STRUCTURE N r Og INSTALL CATCH BASIN TYPE 1 PER r O CITY OF RENTON PWD STD PLAN 200.00 O Og INSTALL CATCH BASIN TYPE 2 PER CITY OF RENTON PWD STD PLAN 201.00 10 INSTALL SHALLOW MANHOLE PER CITY OF RENTON PWD STD PLAN 400.2 11 INSTALL OPEN CURB FACE FRAME AND GRATE PER CITY OF RENTON PWD STD PLAN 203.00 N r 12 INSTALL RECTANGULAR VANED GRATE PER CITY OF RENTON PWD STD PLAN 204.40 O O 13 INSTALL RECTANGULAR SOLID COVER PER CITY OF RENTON O PWD STD PLAN 204.10 r 14 INSTALL 6'x8' MODULAR WETLAND WATER QUALITY UNIT N a 15 INSTALL 8'x12' MODULAR WETLAND WATER QUALITY UNIT 16 INSTALL FLOW CONTROL STRUCTURE PER CITY OF RENTON PWD STD 237.00 17 CONNECTION TO EXISTING PIPE 18 INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB DRAIN, PER DETAIL 1, DRAWING NO. 1DRD.02 (311INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, PER DETAIL 1, DRAWING NO. 1DRD.03 20 INSTALL 7.5'X5.0' OIL WATER SEPARATOR UNIT PER CITY OF RENTON PWD STD 240.10 TppNF)�23,R1M-26. — 28 21 PLUG EXISTING INLET OR OUTLET DUE TO REMOVAL OF of SED\8 Ropy EXISTING STORM DRAINAGE PIPE 2,3.0, SCALE: 1" = 40' 22 INSTALL CONCRETE INLET PER CITY OF RENTON PWD STD PLAN 200.30 23 INSTALL MANHOLE PER CITY OF RENTON PWD STD PLAN 400.1 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-4214193 DESIGNED: APPROVED: METRO TRANSIT CAPITAL DIVISION DATE: AD -READY SUBMITTAL 7 _ M B. � J. GREEN G. FRANCO JUNE 2024 (425 4535000 NE, SUITE 500 ti�y� of �� W DRAWN: RAP1 DRI DE I LINE 2TH AVE .OacobsBELLEVUE, WA 98004 h a King County H.JOHNSON I 'A I CHECKED: PROJECT N0: RENTON SEGMENT DRAWING NO: �� s cIsTY"' �J.ETULAIN E00566E18 METRO DRAINAGE PLAN 1 DR.02 No. REVISION BY APP'D DATE ZONAL '�06/12/24 CHECKED: CONTRACT NO: G RA 1 4 +00 TO G RA 1 9+00 SHEET NO: OF K. CHANG YUEN icxxxxxxxx 1 215 473 GENERAL NOTES N 1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. O 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 0 PROJECT SPECIFICATIONS. W H STORM DRAINAGE NOTES z 0 ADJUST INLET OR CATCH BASIN TO GRADE 0 0 0 ADJUST MANHOLE TO GRADE x 0 ADJUST STORM DRAIN MANHOLE WITH V RISER o O REMOVE INLET OR CATCH BASIN U SDCB (1-11) TYPE 1 8 12 </NF Sy° SDCB (1-16) TYPE 1 \ sop O5 REMOVE STORM DRAIN PIPE GRA 19+35.25, 55.33 LT wN p RA 2 +7 . 7 LT 8 12 I SO F%ie r' je r1 RIM EL = 27.59 8 12 SDCB (1-12) TYPE 1 FR c/S RIME 0_ 600, 38 6 /socs I < OF s41 O REPLACE GRATE WITH SOLID LOCKING METAL COVER PER Cl?x I 24 Rid, IE - 24.53 (12 SW) INS GRA 20+58.75, 55.33 LT / F(s % SDCB 1 14 TYPE 2-48 Fo/M '°' CITY OF RENTON PWD STD PLAN 204.10 �24 0 �2j so p IE = 24.09 (12 NE) IN F�,y kk) Ri,� 9 12 ( ) FNT O 0 6 30• ce Fs IE = 24.53 (12 SE) OUT' r� RIM EL = 27.82 wJ�\21 4 �26 GRA 22+73.31 37.74 LT ens ssM z r sUMoB pp ° /F/ -rlv 22 / S�RFO /F(S vF��2 4 �R/,��2> ( " ) IE = 24.09 (12 SW) OUT 2�c 1, 18 . p�, SDCB 1 13 TYPE 1 so s /F r N 23 F w 2 `2 F �, 4 2 631E _ 24.44 18 NW IN S �, 6 s ( ) 8 12 S p T HF F F (s J� 2 R7 0 CONNECTION TO EXISTING DRAINAGE STRUCTURE 0 2 p / (s '� s w 1 •. s 1 ., 40 RIM EL = 28.06 O e CT / w z >. M, o �NF )-- 4' ?3 , wE 2� 1 q IE - 24.44 18 SE OUT , oce \ '�A� cMA GRA 21+55.71, 55.34 LT 1 R �NJ, 23>ti IE = 25.20 8 NW IN S w 3' `2 /F )� 6 7 R 3 6 Os F T 22 ( ) / Ope Tpp /F R/M� 236, r a �s 23 3 Rp </,y / .. qo /F (NF 1 SS g' R I M EL = 28.11 F T p �s 28 J A� 2 c 60• /F�,yw��23 6Rc A F sy SU,y/A6 q0 S (sw� J,2Q R/M\ IE = 25.05 (12 SW) OUT /F�Nkj,�\ 1 R/ F sF�v��2620, 6 g INSTALL CATCH BASIN TYPE 1 PER O F FNMA J,23 2�,p p o �2 s Top 240,1' 6 2>> \ IE = 24.40 (18 NW) IN I /F �'�Fj, 2s4,M.2 ,2 , CITY OF RENTON PWD STD PLAN 200.00 O iz s) � " p EX SDCB 1-E4 � p w p 12 Rcp IE - 24.40 18" SE OUT (sw�� 2s 6" 83 S>' r N 3� 3 LF s Mp,2 op ( ) , 1 6 17 sTo FR p Ty F sFo Rp - ( ) sop S sp `2S .2 6„ cpp ' a; GRA 19+35.25, 51.84 LT J RM 2 ,1 A �F �24 p \ //F�Nwe T� I 17 FFO �/ 2 6' Rcp 19 Og INSTALL CATCH BASIN TYPE 2 PER N 12" PP SDI RIM EL = 27.83 ------ a g , ti3 °' S Fps J�2 R%, �'/T Rcp -_ _ -___ \ IE = 24.50 12" NW IN " ••-. � 17 2> 4 '" 17 S 'F(�F��2Ss 26 d- CITY OF RENTON PWD STD PLAN 201.00 V w ( ) .. .. ........... .......... .. .1� 2 O x-� o IE = 24.00 (18" NE) IN ....•.................. ... 0 „R s r- R pp S 10 INSTALL SHALLOW MANHOLE PER CITY OF RENTON PWD STD IE = 24.00 (18 S) OUT ASPH 134 LF 12 PP SD pp _ _ _ 6' P o - - �0 DIR PLAN 400.2 w W ° -P -- -P 7 P T- I V T - P20 os 6 W • 11 INSTALL OPEN CURB FACE FRAME AND GRATE PER CITY OF T W RENTON PWD STD PLAN 203.00 01 = LAJ - � � �� W W W W NC W W M x T T T W W T W - GRASS 2 T T GRASs = 12 INSTALL RECTANGULAR VANED GRATE PER CITY OF RENTON r 40 LF N -a...W 4 (I) PWD STD PLAN 204.40 O o Lij 12 DI SD SDCB (1-17) TYPE 1 - - - - V � ►� W 115 --------- _ -- W 8 12 118 LF 12 PP SD - _ _ - �a W W W ,W - ------ 13 INSTALL RECTANGULAR SOLID COVER PER CITY OF RENTON O GRA 19+60.13 38.66 LT - - _ _ _ _ _ _ 5 58 LF 12 PP SD - - - - - ---- W RIM EL = 27.17 -- PWD STD PLAN 204.10 r I 0p Cn IE = 23.50 (12" NE) IN 1 6 EX SDCB (1-E6) EX SDCB (1-E7) 4 5 SDCB (+ 15) TYPE 1 8 12 4 5 5 4 5 N 00 1 6 GRA 22 14.97, 38.67 LT 24 ------ - 21 p 0 P IE = 23.49 (12" SW) OUT GRA 20+60.22, 51.86 LT GRA 21+56.68, 52.45 LT 14 INSTALL 6'x8' MODULAR WETLAND WATER QUALITY UNITce RIM EL 87 ----------- - _ � �Np *U0 RIM EL = 27.95 � RIM EL = 28.11 - ' „ 23+00 -__---- ----- __ a 0� 21 +00 22+00 IE = 24.76 (12 NE) IN w - - IE = 24.40 (18" NW) IN - - IE = 24.40 (18" NW) IN � �'- 19 LF 12" PP SD - _ � - IE = 24.76 12" SW OUT . � .- i � 15 INSTALL 8'x12' MODULAR WETLAND WATER QUALITY UNIT co ONP IE = 24.40 (18 NE) IN IE - 24.40 (18 SW) OUT > ONP 21 ONP 0\ ONP IE = 24.30 (18" SW) OUT S G RADY WAY �30. eOR + 16 INSTALL FLOW CONTROL STRUCTURE PER C\j Q Oyp can ONp O/-IP / / / - R �" e`3 2yO�F N CITY OF RENTON PWD STD 237.00 1_? � Oyp EX SDCB (1-E5) 1 6 0 ONpp (GRA-LINE) _ '�- T ��F 17 CONNECTION TO EXISTING PIPE O C� 0 0/yp GRA 19+44.83, 27.37 LT NP _ 40 O o N \ RIM EL = 27.39 ONP - J S 18 INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB N W (If- -�D- IE = 23.40 (12" NE) IN ONP NP / 1$ RT (� 0 O _Z \ P, 23.20 2" NW IN CIS as ONP IE = 1O � (� ) � �NP p (IS as as as 9 LF 3" SD DRAIN, PER DETAIL 1, DRAWING NO. 1DRD.02 W O -� - Q - IE _ 23.40 (6 N) IN 0 0 coNc z 19 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, N CIE = 23.30 (12 SE) OUT P coNc - 0 P T - J PER DETAIL 1, DRAWING N0. 1DRD.03 N O U \ _ _ - - - - g g •. G ASs , sg ' 1 " 66 • Q Q p 0 v'� y / , �> p- �;' - 12 RB u R sA p p TO�,FRS P Fr - = 20 INSTALL 7.5'X5.0' OIL WATER SEPARATOR UNIT PER CITY OF ONp '�� c oU� Oyo 3� o U RENTON PWD STD 240.10 J "v C 21 PLUG EXISTING INLET OR OUTLET DUE TO REMOVAL OF z Sop / <� Ip PARKING >" P 6„ < / F(sFti T2 ASPH S ��t '00�, &e CLEANOUT G 0 /F T7 /jol SF ONP P �a 20g4 ( J \F(S�,�� 26 R/ \3 PARKING `Sg., R IE = 29.80 / (J\ / \ 1 R4 F _ EXISTING STORM DRAINAGE PIPE z F 2 Riy/\ P P P P P P P N Ohp yA 6'• >. R 0 13 `UT /v ( o CLEANOUT CLEANOUT �„cp "pSyO<FpFNT CLEANOUT 22 INSTALL CONCRETE INLET PER CITY OF RENTON PWD STD z 01. S R 8 p 0 ONP = cA' 2`R pp FR _ O 0 sFo\s R� p My f sop pyp - I E = 30.30 I E = 30.30 3>•- 3 M do I E - 29.40 PLAN 200.30 Q 16, Fps J�2 Riy/ P �N)� 1 32- - yA SOC 6' 3g Nq/ rN w��2 2 6 , 26 0p 2s � R14 �/0 014 20 Nq/� qp < /4 x /`�/F(s Fig ?>/12 '6' °� s 6 266 , 0/1p6. 4" PERFORATED PVC PIPE. SEE RETAINING > >�ps //N y < s,R Co, 23 INSTALL MANHOLE PER CITY OF RENTON PWD STD PLAN �\T°p Fj� 22 6 R RpO FOB Rpp g �`�6" 1 j ' RRR Oe \ 22" S 400.1 0F2g' ,2,c0p 2s0 ��/0 \� 0 WALL PLAN AND ELEVATION, SHEET 1 R1.07 \ ,1 4q �2Q„ O'22s'�p Oy Oyp �� OyO OyO 2 20 ^/ 06 O OyA \��O z T 0w/Nc yA \ \\ 0 � � a \ �� > a 3 x 3 03 i a - z 3 0 0' 20' 40' n � o DEVELOPMENT ENGINEERING IL Michael Sippo 09/11 /2024 SCALE: 1" = 40' SLz 3a Q FR-4214194] ? pp x Q DESIGNED: APPROVED: METRO TRANSIT CAPITAL DIVISION DATE: 3 � o AD -READY SUBMITTAL 7 B. J GREEN G. FRANCO JUNE 2024 M N, (425) 453-5000 �� o� w Icy DRAWN:RAP 1 D R 1 D E I LINE aco s1100 1 12TH AVE NE, SUITE 500��I • o 0 BELLEVUE, WA 98004 h� King County N o z H. JOHNSON LIM i CN° 0 CHECKED: PROJECT NO: RENTON SEGMENT DRAWING NO: � W 3 00MET o Y GIST�g� w J. ETULAIN E00566E18 DRAINAGE PLAN 1 DR.03 1 LL w SI ONAL CHECKED: CONTRACT NO: Z o w CD Q No. REVISION BY APRD DATE 06112124 GRA 19+00 TO GRA 24+00 SHEET N0 OF i 0- x K. CHANG YUEN Cxxxxxxxx 216 473 GENERAL NOTES N O 0 W H z O z LU fy 0 J x En 3 z O z LU w U Q ry X En 3 z O z w J X En 3 0 z LU cD w J X z O z LU ry O ry M• 0 N N 0 ry m N N 22 z O z LU ry x z O z LU r' 0 x z O z LU ry z O Q _• O a O x z O F- z w _ X > En i a - z 3 0 3 Lu J � n � 3 0 x 0 )Lz ) � J Q ? pp X 3 0 %I y? O CO N O N J O Of N 0 O N O )- Cd m i 3 >, 0 _co s O i p Y 1F- U) w ~ LUL Z _j < i 0- x 2Ei �w Q Quo MATCH LINE GRA 24+00 - SEE SHEET 1 DR.03 -31 C 12'1D I S D � y� ��, C/EOBE — — 7/0 Q — — — — 3/O _ �`�, �o SDCB (1-18), TYPE 2-48 ��oQ / �\ Q 5b �� p / ^gib— TAL-B 10+43.62, 91.02 RT 9 �P`Z �� Q0 O �h� RIM EL = 30.87 w `° °`° / o� „\`' °�� 8)_ IE = 28.60 (12 SE) IN/' ~% 0 IE = 28.60 (6" SW) IN • /v '17 IE = 28.10 (12" N) IN -Z IE = 28.10 (12" NE) OUT v\ - 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. STORM DRAINAGE NOTES 0 ADJUST INLET OR CATCH BASIN TO GRADE O2 ADJUST MANHOLE TO GRADE O3 ADJUST STORM DRAIN MANHOLE WITH V RISER O4 REMOVE INLET OR CATCH BASIN 05 REMOVE STORM DRAIN PIPE 06 REPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 07 CONNECTION TO EXISTING DRAINAGE STRUCTURE O8 INSTALL CATCH BASIN TYPE 1 PER CITY OF RENTON PWD STD PLAN 200.00 Og INSTALL CATCH BASIN TYPE 2 PER CITY OF RENTON PWD STD PLAN 201.00 10 INSTALL SHALLOW MANHOLE PER CITY OF RENTON PWD STD PLAN 400.2 00 N rm O O N V 11 INSTALL OPEN CURB FACE FRAME AND GRATE PER CITY OF RENTON PWD STD PLAN 203.00 N r 12 INSTALL RECTANGULAR VANED GRATE PER CITY OF RENTON PWD STD PLAN 204.40 O O 13 INSTALL RECTANGULAR SOLID COVER PER CITY OF RENTON O PWD STD PLAN 204.10 r N 14 INSTALL 6'x8' MODULAR WETLAND WATER QUALITY UNIT a 15 INSTALL 8'x12' MODULAR WETLAND WATER QUALITY UNIT 16 INSTALL FLOW CONTROL STRUCTURE PER CITY OF RENTON PWD STD 237.00 0 17 CONNECTION TO EXISTING PIPE to N 18 INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB O DRAIN, PER DETAIL 1, DRAWING NO. 1DRD.02 O O 19 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, 4 N PER DETAIL 1, DRAWING NO. 1DRD.03 N a 20 INSTALL 7.5'X5.0' OIL WATER SEPARATOR UNIT PER CITY OF RENTON PWD STD 240.10 J 21 PLUG EXISTING INLET OR OUTLET DUE TO REMOVAL OF EXISTING STORM DRAINAGE PIPE 22 INSTALL CONCRETE INLET PER CITY OF RENTON PWD STD PLAN 200.30 23 INSTALL MANHOLE PER CITY OF RENTON PWD STD PLAN 400.1 0' 20' 40' FDEVELOPMENT ENGINEERING �' IL SCALE: 1" = 40' Sippo 09/11 /2024 R-4214195 DESIGNED: APPROVED: METRO TRANSIT CAPITAL DIVISION DATE: AD -READY SUBMITTAL 7 _ B. � J. GREEN G. FRANCO JUNE 2024 acobs1100 i 2TH5AVE NE, SUITE 500 �of DRAWN: � . RAP 1 D RI D E I LINE BELLEVUE, WA 98004 h o King County z H.JOHNSON CHECKED: PROJECT NO: RENTON SEGMENT DRAWING NO: s°��° w J.ETULAIN E00566E18 METRO DRAINAGE PLAN 1 DR.04 No. REVISION BY APP'D DATE SIONAL �� 06/12/24 CHECKED: CONTRACT NO: GRA 24+00 TO TAL—B 1 4+00 SHEET NO: OF K. CHANG YUEN CXXXXXXXX 1 217 473 z O z w fy 0 J x En 3 z O z w w U Q ry X a3 z O z w J X a3 3 0 z w cD w J X z O z w ry 0 ry M• O N N 0 ry m N N 22 z O z w ry x z O z w ry x z O z w ry z O Q GENERAL NOTES N 1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. O 2. ALL CATCH BASINS, MANHOLES, AND MAINTENANCE HOLES LOCATED IN A SIDEWALK, WALKING PATH, OR CROSSWALK 0 SHALL BE FITTED WITH A NON -SLIP OR NON-SKID COVER PER W PROJECT SPECIFICATIONS. H I STORM DRAINAGE NOTES SDCB (1-24) TYPE 1 a I Lr 0 �C3 N W w n C14 N N II N N N � 11 II II U - —� p W W W cD 0 � � p U U W W 0 W W O O (C; O j N N N - 00 00 �zccnT� 0 N N N N II II � Z V) CD OOf 00� J M ¢ 00 N II LLI II �Ux_ =-5; Q O N _[_(() J _ N o =) O II Cn <r� W Sri N z II w w— W SCALE: 1" = 40' 0 ADJUST INLET OR CATCH BASIN TO GRADE 0 ADJUST MANHOLE TO GRADE 0 ADJUST STORM DRAIN MANHOLE WITH V RISER OREMOVE INLET OR CATCH BASIN OREMOVE STORM DRAIN PIPE OREPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 00 0 CONNECTION TO EXISTING DRAINAGE STRUCTURE N Irm Og INSTALL CATCH BASIN TYPE 1 PER r O CITY OF RENTON PWD STD PLAN 200.00 O Og INSTALL CATCH BASIN TYPE 2 PER CITY OF RENTON PWD STD PLAN 201.00 10 INSTALL SHALLOW MANHOLE PER CITY OF RENTON PWD STD PLAN 400.2 11 INSTALL OPEN CURB FACE FRAME AND GRATE PER CITY OF RENTON PWD STD PLAN 203.00 N r 12 INSTALL RECTANGULAR VANED GRATE PER CITY OF RENTON PWD STD PLAN 204.40 O O 13 INSTALL RECTANGULAR SOLID COVER PER CITY OF RENTON O PWD STD PLAN 204.10 r N 14 INSTALL 6'x8' MODULAR WETLAND WATER QUALITY UNIT a 15 INSTALL 8'x12' MODULAR WETLAND WATER QUALITY UNIT 16 INSTALL FLOW CONTROL STRUCTURE PER CITY OF RENTON PWD STD 237.00 17 CONNECTION TO EXISTING PIPE N 18 INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB O DRAIN, PER DETAIL 1, DRAWING NO. 1DRD.02 O O 19 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, N PER DETAIL 1, DRAWING NO. 1DRD.03 N a 20 INSTALL 7.5'X5.0' OIL WATER SEPARATOR UNIT PER CITY OF RENTON PWD STD 240.10 J 21 PLUG EXISTING INLET OR OUTLET DUE TO REMOVAL OF EXISTING STORM DRAINAGE PIPE 22 INSTALL CONCRETE INLET PER CITY OF RENTON PWD STD PLAN 200.30 23 INSTALL MANHOLE PER CITY OF RENTON PWD STD PLAN 400.1 DEVELOPMENT ENGINEERING ` a - Michael Sippo 09/11 /2024 R-4214196 DESIGNED: APPROVED: METRO TRANSIT CAPITAL DIVISION DATE: AD -READY SUBMITTAL 7 _ B. � J GREEN G. FRANCO JUNE 2024 (425 4535000 NE, SUITE 500 �of wa �� DRAWN: RAP1 DRI DE I LINE 2TH AVE acobsBELLEVUE, WA 98004 1 r7_ a �� H.JOHNSON LIM King County CHECKED: PROJECT NO: RENTON SEGMENT DRAWING NO: �° s G�S°�g 6��ww J.ETULAIN E00566E18 METRO DRAINAGE PLAN 1 DR.05 No. REVISION BY APP'D DATE ZONAL " 06/12/24 CHECKED: CONTRACT NO: TAL-B 14+00 TO TAL-B 18+50 SHEET NO: OF K. CHANG YUEN icxxxxxxxx 1 218 473 GENERAL NOTES N O 0 W H z 0 z w o' J x Z O z w J X z O Z w �I X 3 z O z w rr w U Q ry _. 0 N N 00 ry CO C 0 m N N DD z O z w ry o_ x z 0 z w ry 0 X a z O H z w ry o' 0 x z O F- z w I Z O F- F- Cn x a Z O Z W ry I O X En a. O a' �I 0 i ry 3 s -o � Z n O 3 Q x En 1 a 0 N i O CV - � I —w 3 m 0 a' O m 3 � 0 M � N U C? Y N oCN a i 0 0 NLU Z 3 LU 3 J i � X w ui H LL LU w� Q i 0- xx 2Ei ■m T Iff Us W m I wh n t 10- H0 rW�N,q O0, N N II St—o �(n > J Merry Jd II W W 0 GilJ W Q 0>00 > �mcn�J7,n =>0UOf O p O ~ ~ Ld O O cnzw m Z 00 o O II II U w- �w W — AD -READY SUBMITTAL REVISION BY I APRD I DATE dH0 \\ dH0 \ dH0 dH0 dH0 �R� dH0 d 10 dH0 dH0 dH0 o n U b 0 dH0 d.' 0 dH0 dH0 dHO CO 0 p Q Q rrj Q r1 U r7 - II N , �_ rn N \ coocn a-oo NQ�� fao00 p N�� t-Nw o ~ II ril \ \ RIM EL = 32.06 IE = 28.53 (12" W) IN IE = 28.53 (12" NW) OUT p V)w ON (425) 453-5000 1100 112TH AVE NE, SUITE 500 cobBELLEVUE, WA 98004 TALBOT RD S - ss (TAL-B-LINE) DESIGNED: J. GREEN DRAWN: H.JOHNSON CHECKED: W� 1� J. ETULAIN CHECKED: 06112124 K. CHANG YUEN 1 4nn O II _ nn_= APPROVED: G. FRANCO PROJECT NO: E00566E18 CONTRACT NO: Cxxxxxxxx aU N U X N M N N N om00 _ N V— rnNN II N II II II a M,—Z Z (Awwwwcf) C' I�Unj� jLn co a- a Cq N N N \ II a � i'0 En W O O w J m N N U U cn� p w p cn - W (/) r wwa 0- I— I— U U r O 0 N ri Lij LLJNCV n ) W W Cn >_ > 0-;00 L CD co' Z p L a Z (n 0- a W W O M 11 of r7 00 u_ T_ N Uw mw U p Ln 0' 20' 40' SCALE: 1" = 40' LIM King County METRO 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. STORM DRAINAGE NOTES 0 ADJUST INLET OR CATCH BASIN TO GRADE OADJUST MANHOLE TO GRADE O3 ADJUST STORM DRAIN MANHOLE WITH V RISER 40 REMOVE INLET OR CATCH BASIN O5 REMOVE STORM DRAIN PIPE 0 REPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 OCONNECTION TO EXISTING DRAINAGE STRUCTURE O8 INSTALL CATCH BASIN TYPE 1 PER CITY OF RENTON PWD STD PLAN 200.00 Og INSTALL CATCH BASIN TYPE 2 PER CITY OF RENTON PWD STD PLAN 201.00 GINSTALL SHALLOW MANHOLE PER CITY OF RENTON PWD STD PLAN 400.2 11 INSTALL OPEN CURB FACE FRAME AND GRATE PER CITY OF RENTON PWD STD PLAN 203.00 12 INSTALL RECTANGULAR VANED GRATE PER CITY OF RENTON PWD STD PLAN 204.40 13 INSTALL RECTANGULAR SOLID COVER PER CITY OF RENTON PWD STD PLAN 204.10 GINSTALL 6'x8' MODULAR WETLAND WATER QUALITY UNIT 15 INSTALL 8'x12' MODULAR WETLAND WATER QUALITY UNIT 16 INSTALL FLOW CONTROL STRUCTURE PER CITY OF RENTON PWD STD 237.00 17 CONNECTION TO EXISTING PIPE 18 INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB DRAIN, PER DETAIL 1, DRAWING NO. 1DRD.02 GINSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, PER DETAIL 1, DRAWING NO. 1DRD.03 20 INSTALL 7.5'X5.0' OIL WATER SEPARATOR UNIT PER CITY OF RENTON PWD STD 240.10 21 PLUG EXISTING INLET OR OUTLET DUE TO REMOVAL OF EXISTING STORM DRAINAGE PIPE 22 INSTALL CONCRETE INLET PER CITY OF RENTON PWD STD PLAN 200.30 23 INSTALL MANHOLE PER CITY OF RENTON PWD STD PLAN 400.1 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 R-421419 7 METRO TRANSIT CAPITAL DIVISION DATE: RAPIDRIDE I LINE JUNE2024 RENTON SEGMENT DRAWING NO: DRAINAGE PLAN 1 DR.06 TAL-B 18+50 TO TAL-B 23+50 SHEET NO: OF 219 473 GENERAL NOTES N O 0 W H Z O H z w Q' QI J X Z O z w JI X z O Z w �I X Z O z w r w U Q ry KA 3 a 0 N N 00 ry CO m N N z O z w ry z O z LU ry o� a Z O z w ry I 0 X En O ry a �I O i ry X 3 3 'O � Z n J 3 Q x 0 > N > i O > CV - � I -w 3 m 0 O �m 3 L(j 0 N � N U C? Y N >o-a i 0 0 NLU Z 3 LU 3 J i � X w ui LL LU w0 Q i 0- xx d'O(/)(n 1-5QoO 00 N Q Q II of N_ O C� O N000006 N f- II NN N m�za U _ � r-'-r W W n �o y00 am A U (`r 0000 O 0_ O O W \ 1 W I� m 110 �O CAd� CO � 00 1coco OS - o II Qw N Cf) o oIt (n W N II O W J = Im \ � Z � O / v / / S D / 1 1 �— dyo � L34+00 / dy I SS I oo U U d �� 1 00 00 n � �?q rn I it �^ II M _ (n G — * W .Z N U 00 cr � 00 00 coo O z" OJ ^ N l II�NN II �°p0 II - 2 W r? N (n I ' U I� - O Q 00 cc (W (n W (n L'-, W AD -READY SUBMITTAL No. I REVISION BY I APRD I DATE 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. STORM DRAINAGE NOTES 10 ADJUST INLET OR CATCH BASIN TO GRADE O2 ADJUST MANHOLE TO GRADE O3 ADJUST STORM DRAIN MANHOLE WITH V RISER 40 REMOVE INLET OR CATCH BASIN OREMOVE STORM DRAIN PIPE \ \ O6 REPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 �0- ` O � \ \ II N N O7 CONNECTION TO EXISTING DRAINAGE STRUCTURE W o ° - \ co N `° — 8 INSTALL CATCH BASIN TYPE 1 PER mU W / � O O 1 N N ` / m 11 a / N / CITY OF RENTON PWD STD PLAN 200.00 — — — — — / o O INSTALL CATCH BASIN TYPE 2 PER FN� NNmN, 1� 00(nlnln 00 �O N dI� m-':�'�',^ i :� Q Q Q �' -� ;¢ o RD — /_ "'� _ / N CITY OF RENTON PWD STD PLAN 201.00 U�Z(n .o II N °�= w N� II N —96 0) / can w w w W - (r (" (" Q - — = -d - 'o `O m' MNN ^ �, — ON)N _ _ ;,� "d-o / 7' o 10 INSTALL SHALLOW MANHOLE PER CITY OF RENTON PWD STD II II ~�MNMN m- 20 II °� II `- / _ II " —100. — — Ni co_ PLAN 400.2 m^� II n (nW� �W Wwj ��W W� cnLu 92 - (n — 102� / / / 11 INSTALL OPEN CURB FACE FRAME AND GRATE PER CITY OF — — — — — — — RENTON PWD STD PLAN 203.00 7 12 INSTALL RECTANGULAR VANED GRATE PER CITY OF RENTON SD SD SD SD / / PWD STD PLAN 204.40 7 / o C3 o a oN % INSTALL RECTANGULAR SOLID COVER PER CITY OF RENTON PWD STD PLAN 204.10 736tb0 37+00 / 38+00 14 INSTALL 6'x8' MODULAR WETLAND WATER QUALITY UNIT �dyo 1 ` 1 15 INSTALL 8'x12' MODULAR WETLAND WATER QUALITY UNIT �S BENS 0 N DR S (SR 515) ,a G INSTALL FLOW CONTROL STRUCTURE PER �S SS dY0 LO 6' (TAL-B-LINE) CITY OF RENTON PWD STD 237.00 S S -A as as as aS (IS CIS 17 CONNECTION TO EXISTING PIPE �\ SD SD SD W \� W ' INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB CO�, y� 4 G DRAIN, PER DETAIL 1, DRAWING NO. 1DRD.02 W W. W (7 � Z U U o- n N � 0 d _ mm dH0 O _N N INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, _ C� o PER DETAIL 1, DRAWING NO. 1DRD.03 ia_Cow z 20 INSTALL 7.5'X5.0' OIL WATER SEPARATOR UNIT PER CITY OF l — _ o w W RENTON PWD STD 240.10 I _ o � � � _ Li 0 o U z 21 PLUG EXISTING INLET OR OUTLET DUE TO REMOVAL OF N N N 00 �m co W — EXISTING STORM DRAINAGE PIPE Cif zo _ 7 tr - `0 c Lj I 22 INSTALL CONCRETE INLET PER CITY OF RENTON PWD STD 0 3 w I PLAN 200.30 (n W d — I W o I I 23 INSTALL MANHOLE PER CITY OF RENTON PWD STD PLAN w , I 400.1 NO PROPOSED DRAINAGE IMPROVEMENTS ON THIS SHEET ON (425) 453-5000 1100 112TH AVE NE, SUITE 500 cobBELLEVUE, WA 98004 DESIGNED: J. GREEN DRAWN: a H.JOHNSON CHECKED: W� J. ETULAIN CHECKED: 06112124 K. CHANG YUEN APPROVED: G. FRANCO PROJECT NO: E00566E18 CONTRACT NO: Cxxxxxxxx I \ I I I 0' 20' 40' SCALE: 1" = 40' LIM King County METRO DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 U1 F-R-4214198 METRO TRANSIT CAPITAL DIVISION DATE: RAPIDRIDE I LINE JUNE2024 RENTON SEGMENT DRAWING NO: DRAINAGE PLAN 1 DR.07 TAL—B 33+00 TO TAL—B 38+00 SHEET NO: OF 220 473 z 0 z LU I 0 J X z 0 z LU JI X z 0 z LU �I X z 0 z LU LU U Q U) 0 CV N _ 0 m N N 22 z 0 z LU >I X z 0 z LU af Z 0 z LU �I 0 X En d 0 0 3 3 � n O_ J 3 Q ? X En 1 _C� 0 N ) i O ) � N LU m Orf Em N � o _o� C5 J O � N O ) N � 3 O LU 3 LU � J i X H LPL. W ~ LL O O or- Q i x Tm GENERAL NOTES N 41 1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. O' 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. W H STORM DRAINAGE NOTES \0 ADJUST INLET OR CATCH BASIN TO GRADE \ \ 02 ADJUST MANHOLE TO GRADE 0 �• �OVO 0 cjs 3 ADJUST STORM DRAIN MANHOLE WITH 1' RISER 07c� Oc�� \p Opp cP ` oc`\ Cp s REMOVE INLET OR CATCH BASIN s \\ \\ i- o \ '� 0') �\ O5 REMOVE STORM DRAIN PIPE mo�� °n� ® �o a_ `��' REPLACE GRATE WITH SOLID LOCKING METAL COVER PER > SS CITY OF RENTON PWD STD PLAN 204.10 ti \� 110, 102,E 0 0 / 07 CONNECTION TO EXISTING DRAINAGE STRUCTURE (� <1 \\ \\ �o _202 , INSTALL CATCH BASIN TYPE 1 PER \\ \\ SDCB (1-30) CONC INLET / o� o TAL-21 25+47.37, 33.93 LT 22 / / , / CITY OF RENTON PWD STD PLAN 200.00 os RIM EL = 194.97 / `� } IE - 191.97 (12" N) OUT / i o v�`'�J� O INSTALL CATCH BASIN TYPE 2 PER 1 � CITY OF RENTON PWD STD PLAN 201.00 j �� `.� _ _ 198 _ / / o �. o• \ "o aF� �\ 10 INSTALL SHALLOW MANHOLE PER CITY OF RENTON PWD STD ohs o o �, 200�.-=�•-�� _--------- i `�� o��\\\�d� PLAN400.2 el A -196 / Aga \\ \\ _--194y�o�,o — � — INSTALL OPEN CURB FACE FRAME AND GRATE PER CITY OF _ RENTON PWD STD PLAN 203.00 / 19 LF 12" DI SD-196 — _ 19 1gp� �- — — o 4 _ _ _ �194_—_ — �n INSTALL RECTANGULAR VANED GRATE PER CITY OF RENTON PWD STD PLAN 204.40 _ _ s -� od _ D� / -- M P as (IS o / M M ^ — as \ \+00 13 INSTALL RECTANGULAR SOLID COVER PER CITY OF RENTON \ os aS as as (IS as \ as 2 _ PWD STD PLAN 204.10 TALBOT RD S �,, o \r92 28+00 \ \ _ �,\ \CID. 14 INSTALL 6'x8' MODULAR WETLAND WATER QUALITY UNIT 2 21 0 5 26+00 1 27+00 - TAL-21-LINE / 'w �_ 0 15 INSTALL 8'x12' MODULAR WETLAND WATER QUALITY UNIT )C/x 0 M ►�°�R' M 0 ►�°��O 0 0 0 0 0 0 ,�� 0 0 COd 16 INSTALL FLOW CONTROL STRUCTURE PER / d CITY OF RENTON PWD STD 237.00 \ 1 Nk-- ❑ �31 d 0 0 dH0 0 d !`0 17 CONNECTION TO EXISTING PIPE dH0 _A94 1J�$ i �p EX SDCB (1-E12) — — _ _ _ _ _ — 186 \ \\ �� 18 INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB �C� 0 TAL-21 25+32.69, 21.30 LT o 0 9 �' �186-� ssd� \ RIM EL - 195.73 -o. �s�°•°� _ �`\� DRAIN, PER DETAIL 1, DRAWING N0. 1DRD.02 \ IE = 191.19 (12" S) IN �o o `"� �� ''� \ \ 192 0 °v o �� \ � / 313?JONO� 1E = 192.90 (12" NE) IN �d'o\o \ ` �g2 \ _ :0 0 �o �y �/ I `P 19 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, s \ ul IE - 191.20 (12" SW) OUT \ �� `A\\ ° �� 2 0 `� °o�� 186 Q M° \ PER DETAIL 1, DRAWING N0. 1 DRD.03 \\ 6 0 \\ J o o m s \ y o \\ °N1°�ine 30 INSTALL 7.5 X5.0 OIL WATER SEPARATOR UNIT PER CITY OF \ RENTON PWD STD 240.10 Z> 21 PLUG EXISTING INLET OR OUTLET DUE TO REMOVAL OF U \ o o \ EXISTING STORM DRAINAGE PIPE O / \ \ ' \ 22 INSTALL CONCRETE INLET PER CITY OF RENTON PWD STD \ _ 0 _ \ \ -182 m o \ PLAN 200.30 \ — J w \ < Q Y \ \ i o \ 23 INSTALL MANHOLE PER CITY OF RENTON PWD STD PLAN Uj \ 400.1 \ \ I \ � I 0' 20' 40' DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 SCALE: 1" = 40' FR--4214199 DESIGNED: APPROVED: METRO TRANSIT CAPITAL DIVISION DATE: AD -READY SUBMITTAL 7 B. J. GREEN G. FRANCO JUNE 2024 1 100 l4 3_5000 NE, SUITE 500 titi� �� of w C� DRAWN: RAP I D RI D E I LINE TH AVE BELLEVUE, WA 98004 King County �� z. H. JOHNSON CHECKED: PROJECT NO: RENTON SEGMENT DRAWING NO: 1101 GIs 00 No. REVISION BY APP'D DATE w� J.ETULAIN E00566E18 MET DRAINAGE PLAN 1 DR.08 SIGNAL 06/12/24 �� CHECKED: CONTRACT NO: TAL-21 24+00 TO TAL-21 29+00 SHEET NO: OF K.CHANG YUEN icxxxxxxxx 221 473 00 N To O O N V 0) z 0 z w o' J x 3 Z 0 z w J X z O z w X z O z w Of I U Q w _. a 0 N N 00 0 CO m N N z 0 z w z 0 z w 0 a z 0 z w ry rK x z 0 F- z w I z O F- F- C9 x a z O z w ry 3I 0 X En O ry �I > 0 i ry X 3 3 'O � Z n 0 J 3 Q x En 1 a 0 > N o > � N - � I -w 3 m 0 O =gym 3 C 0 o _ 0 N U C? Y � N >o a ;0o > NLU Cz Z 3 w 3 J i � X w ui H LL LU w O Q i 0- xx GENERAL NOTES N 1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. O 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 0 PROJECT SPECIFICATIONS. W H STORM DRAINAGE NOTES 0 ADJUST INLET OR CATCH BASIN TO GRADE / O2 ADJUST MANHOLE TO GRADE SID `''G' O3 ADJUST STORM DRAIN MANHOLE WITH V RISER e O REMOVE INLET OR CATCH BASIN REMOVE STORM DRAIN PIPE / > Q c�,,o�Q 6 REPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 / 4 \ / CONNECTION TO EXISTING DRAINAGE STRUCTURE / o 0 �o �_,/ // / ��J� o� ,o� O INSTALL CATCH BASIN TYPE 1 PER ® �i� v CITY OF RENTON PWD STD PLAN 200.00 �� ^" " 06 ^co roC� ioQ� �v g INSTALL CATCH BASIN TYPE 2 PER ^Cb N a Q Cb CITY OF RENTON PWD STD PLAN 201.00 0 0 _ Q� " \ Cy �� r�°0 G INSTALL SHALLOW MANHOLE PER CITY OF RENTON PWD STD / '" z� o� \�_ \ �` PLAN 400.2 000 CO `v' rn�o oQ �-�riw �S / a, �Q� "" r°' Q Q (`o �_�� rr �`� /r Q 11 INSTALL OPEN CURB FACE FRAME AND GRATE PER CITY OF �� _ ro _ _ _ _ - -��6 _ `� RENTON PWD STD PLAN 203.00 C�r��. -104 T 0 Vv ��s� � 12 INSTALL RECTANGULAR VANED GRATE PER CITY OF RENTON m - - - - - - -102- �- - - PWD STD PLAN 204.40 r T S \ cn T T D T moo �W \ �102- \ c 0INSTALL RECTANGULAR SOLID COVER PER CITY OF RENTON S \ w SD M M W W W w W \ o PWD STD PLAN 204.10 y nn � i � 02_ 0 � 14 INSTALL 6'x8' MODULAR WETLAND WATER QUALITY UNIT 54+00 TALBOT RD S 55+00 \ +00 58+0 15 INSTALL 8'x12' MODULAR WETLAND WATER QUALITY UNIT (TAL-21-LINE) G G G G G __7pG CLEANOUT G G G o IE - 95.6 59+ G INSTALL FLOW CONTROL STRUCTURE PER = _ 00 CITY OF RENTON PWD STD 237.00 AD -READY SUBMITTAL No. I REVISION i 94 QQ / - - o� -92--t, ri /0 &j BY I APRD I DATE 00 N qrm O 0 N N M O O 0 N IL CONNECTION TO EXISTING PIPE — SD — _ _ _ _ OHP_ — — OHP — P100 / \ 6 N [B / `- _ �- - 98 w t _ t 18 INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB O _ / CLEANOUT CLEANOUT CLEANOUT \ �� DRAIN, PER DETAIL 1, DRAWING NO. 1 DRD.02 O O IE = 95.85 IE = 95.65 IE = 95.85 ^ Q�z �96' - _ ( - _ 19 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, oo N UNDERDRAIN gs _ - - r - - - _ - / PER DETAIL 1, DRAWING NO. 1DRD.03 N o�Q -94 IE = 95.55 - - - \ �, a WHERE DAYLIGHTING 4� - � �T 20 INSTALL 7.5'X5.0' OIL WATER SEPARATOR UNIT PER CITY OF TO LANDSCAPED AREA RENTON PWD STD 240.10 J 4" PERFORATED PVC PIPE. SEE RETAINING 21 PLUG EXISTING INLET OR OUTLET DUE TO REMOVAL OF 1111, o WALL PLAN AND ELEVATION, SHEET 1R1.021:1) EXISTING STORM DRAINAGE PIPE / � DINSTALL CONCRETE INLET PER CITY OF RENTON PWD STD PLAN 200.30 INSTALL MANHOLE PER CITY OF RENTON PWD STD PLAN 400.1 ON (425) 453-5000 1100 112TH AVE NE, SUITE 500 ,jacobsBELLEVUE, WA 98004 l 0' 20' 40' DEVELOPMENT ENGINEERING IL Michael Sippo 09/11 /2024 SCALE: 1" = 40' R-4214200 DESIGNED: APPROVED: METRO TRANSIT CAPITAL DIVISION DATE: J. GREEN G. FRANCO I LINE JUNE 2024 DRAWN:RAPIDRIDE King County H. JOHNSON RENTON SEGMENT CHECKED: PROJECT NO: DRAWING NO: J.ETULAIN E00566E18 METRO DRAINAGE PLAN TAL-21 54+00 TO TAL-21 59+00 1 DR.09 CHECKED: CONTRACT NO: SHEET N0: OF K. CHANG YUEN CXXXXXXXX 222 473 0) z 0 z w o' J x 3 z 0 z w J X z O Z w �I X z O z w rr w 0 Q ry cn _. a O N N 00 ry CO c 0 m N N z O z w ry x z 0 z w ry 0 X a z 0 z w ry rK Z 0 F- z w I z O F- F- C9 x a z O z w ry 3I 0 X En O ry a ) I O i ry X 3 3 'O n O J 3 Q > x En 0 > N > i O > CV - � I )w 3 m 0 O m CD 3 p 0 C;rs =chU C? Y N > o a i 0 0 > NLU Cz Z 3 LU 3 J i � X w ui LU H 0 w� Q i 0- xx GENERAL NOTES N 1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. O 2. ALL CATCH BASINS, MANHOLES, AND MAINTENANCE HOLES LOCATED IN A SIDEWALK, WALKING PATH, OR CROSSWALK 0 SHALL BE FITTED WITH A NON -SLIP OR NON-SKID COVER PER W PROJECT SPECIFICATIONS. H STORM DRAINAGE NOTES ---96--- 94� °s SS d In - 92 d FrOr (IS a — �dH0 _ `--- M 72+00 92_ — 0 mm )HP OHP OHP- _90_ -01 — F—� — 86 \ AD -READY SUBMITTAL No. I REVISION 0) n- CL- « 1 N N N W � u o 0 O O \cy, mu c)ww 96 _ " U nCr' LyC I N O 0 I 1 \ 6 6 0� ~ 6111 11 10_ Z j (IS - i M 7 T 1 1 73 1 88. 8 — — BY I APRD I DATE 0 0 I � o I I I I Cj_� I o c � v� 00 0 1�ro o_ C0-0- ^I6^a�IwU �- 6 Lq�- —0,��j6�s�lU-j r 'II O (D O �6o>n� c'd- °j ( Cl- C) � IN �prnI '�" UU U wWU 'n� N to� con�oD C),N II C)=�Cwo U'> o fL o �C 06II �( \ /\00 = I I I 0;grn � I II Ira II II II (n - _ �-(- \ 1 CD z Cl- J OLO �Q rn� 96 — — — — dHO dHU Cd 1 6 dHO - - _ aS / (IS (IS ° � — o M M M M I M� / M M M 77 W 1 74+00 , TALBOT RD S 75+00 13� 76+0 (TAL-21-LINE) 17 I�' �94� 0 OHP OH OHP 0 - - �- - m b �90� No D SDCB (1-31) TYPE 1 8 12 94 8 12 SDCB (1-33) TYPE 1 4 0 d TAL-21 73+71.42, 23.19 RT TAL-21 75+48.98, 36.40 RT RIM EL = 93.02 RIM EL = 93.91 O IE = 90.80 (8" E) OUT N I IE = 92.35 (12" S) OUT �— - � o `�%) N 1 / 1 Z = I N ,0 \ / C( o rn M ° / m w I Cf)/ lo CCf)nw ON (425) 453-5000 1100 112TH AVE NE, SUITE 500 ,oacobsBELLEVUE, WA 98004 DESIGNED: J. GREEN DRAWN: z H.JOHNSON CHECKED: W� J. ETULAIN Jh CHECKED: 061121,24 K. CHANG YUEN APPROVED: G. FRANCO PROJECT NO: E00566E18 CONTRACT NO: Cxxxxxxxx WA Tu4 V 17 5 38LF12"DISD-J---*' ono 0, � II II CO n- °>• U U � CU � II Go 0- "N N I O N CD n I co-m w � M Iz o v) w w (1-34) TDYPE 1 8&11TADCB L-21 75+86.65, 36.85 RT IRIM EL = 94.02 IE = 92.00 (12" N) IN IE = 92.00 (12" E) OUT 0' 20' 40' SCALE: 1" = 40' King County METRO 2 _ 0 0 ADJUST INLET OR CATCH BASIN TO GRADE O2 ADJUST MANHOLE TO GRADE O3 ADJUST STORM DRAIN MANHOLE WITH V RISER 40 REMOVE INLET OR CATCH BASIN 05 REMOVE STORM DRAIN PIPE 0 REPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 0 CONNECTION TO EXISTING DRAINAGE STRUCTURE OINSTALL CATCH BASIN TYPE 1 PER CITY OF RENTON PWD STD PLAN 200.00 Og INSTALL CATCH BASIN TYPE 2 PER CITY OF RENTON PWD STD PLAN 201.00 GINSTALL SHALLOW MANHOLE PER CITY OF RENTON PWD STD PLAN 400.2 11 INSTALL OPEN CURB FACE FRAME AND GRATE PER CITY OF RENTON PWD STD PLAN 203.00 12 INSTALL RECTANGULAR VANED GRATE PER CITY OF RENTON PWD STD PLAN 204.40 13 INSTALL RECTANGULAR SOLID COVER PER CITY OF RENTON PWD STD PLAN 204.10 GINSTALL 6'x8' MODULAR WETLAND WATER QUALITY UNIT 15 INSTALL 8'x12' MODULAR WETLAND WATER QUALITY UNIT 16 INSTALL FLOW CONTROL STRUCTURE PER CITY OF RENTON PWD STD 237.00 17 CONNECTION TO EXISTING PIPE GINSTALL STATION SHELTER DOWNSPOUT THROUGH CURB DRAIN, PER DETAIL 1, DRAWING NO. 1DRD.02 GINSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, PER DETAIL 1, DRAWING NO. 1DRD.03 20 INSTALL 7.5'X5.0' OIL WATER SEPARATOR UNIT PER CITY OF RENTON PWD STD 240.10 21 PLUG EXISTING INLET OR OUTLET DUE TO REMOVAL OF EXISTING STORM DRAINAGE PIPE 22 INSTALL CONCRETE INLET PER CITY OF RENTON PWD STD PLAN 200.30 23 INSTALL MANHOLE PER CITY OF RENTON PWD STD PLAN 400.1 DEVELOPMENT ENGINEERING Michael Sippo 09/11 /2024 F-R-4214201 METRO TRANSIT CAPITAL DIVISION DATE: RAPIDRIDE I LINE JUNE2024 RENTON SEGMENT DRAWING NO: DRAINAGE PLAN 1 DR.10 TAL-21 71 +00 TO TAL-21 76+00 SHEET NO: OF 223 473 41 Im O W H 0 (V (V O _ 0 cf)' m N N C2 z O z w X z O z w ry 3 z 0 z w ry 3I O ry FM 0 i N O L N UJ I - w Co m� 0 >= m �o C\1� M U 0 N o -a N Q 06z N w a q w � J 0 X w cn � w w Q a-X 2i 0 0 C '! CD Z� 0 cP N as as (is �o S 1_0k=off\\ � O� �Ovo (IS (IS — (IS (IS at SS TALBOT RD S (TAL-21-LINE) SS SS AD -READY SUBMITTAL No. I REVISION 87+00 C/� 0 cn 0 c0• O� -cJ C 10• 7�vb ` \\ co \ O \OCD ��\\ 0��\ "' - as \ �C) \ co O �vo 10o' od O o 9 O \\ Z O O (n \\ v Z cc, c� 'C" v \\ OJ CL 9 p \\ 0 O �vc� �0 Z OtP J \\ C-� Z \\ c� �' vZ "o�pZrcA • \\J, p o ��vomm%�� ZOoo�9O• O� O O'O. ' 9p • :� \ % C'4 CA Vol\\ N \\ d v : v CL v� r0 \\ \�Oy \ c� \� `i9 cJ .� / \\ r o \\ \ o O �� o`f' cLooS'o\� \\ o ��,, J� SDMH (1-4) 48 - %?i„ d" nrnr^nATrn n1in ninr r+rr / TAI ^A .,.,.. . .,� .,� .., r IU IE = 104.71v(121, S) IN 88+00 IE = 104.71 (12" N) OUT - ,108_ 108 SS SS 7----_106 —a BY I APP'D I DATE 'co �o -0 \\ o o m �o o� vivv�nvnnnv IE = 106.00 AT LOW POINT OF WALL, DAYLIGHT TO LANDSCAPED AREA ON (425) 453-5000 1100 112TH AVE NE, SUITE 500 cobBELLEVUE, WA 98004 DESIGNED: J. GREEN DRAWN: H.JOHNSON CHECKED: W� J. ETULAIN CHECKED: 06112124 K. CHANG YUEN It = 1U:D.1,J (-12" VV) II\I IE = 105.73 (12" S) OUT \ v 7 .O � 7;' Jam, APPROVED: G.FRANCO PROJECT NO: E00566E18 CONTRACT NO: CxxxxxxXX 90+00 C„ SS SS (IS al+nn 0' 20' 40' SCALE: 1" = 40' LIM King County METRO GENERAL NOTES 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. STORM DRAINAGE NOTES 0 ADJUST INLET OR CATCH BASIN TO GRADE O2 ADJUST MANHOLE TO GRADE O3 ADJUST STORM DRAIN MANHOLE WITH V RISER 40 REMOVE INLET OR CATCH BASIN 05 REMOVE STORM DRAIN PIPE 06 REPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 0 CONNECTION TO EXISTING DRAINAGE STRUCTURE DINSTALL CATCH BASIN TYPE 1 PER CITY OF RENTON PWD STD PLAN 200.00 OINSTALL CATCH BASIN TYPE 2 PER CITY OF RENTON PWD STD PLAN 201.00 10 INSTALL SHALLOW MANHOLE PER CITY OF RENTON PWD STD PLAN 400.2 11 INSTALL OPEN CURB FACE FRAME AND GRATE PER CITY OF RENTON PWD STD PLAN 203.00 12 INSTALL RECTANGULAR VANED GRATE PER CITY OF RENTON PWD STD PLAN 204.40 13 INSTALL RECTANGULAR SOLID COVER PER CITY OF RENTON PWD STD PLAN 204.10 14 INSTALL 6'x8' MODULAR WETLAND WATER QUALITY UNIT 15 INSTALL 8'x12' MODULAR WETLAND WATER QUALITY UNIT 16 INSTALL FLOW CONTROL STRUCTURE PER CITY OF RENTON PWD STD 237.00 17 CONNECTION TO EXISTING PIPE 18 INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB DRAIN, PER DETAIL 1, DRAWING NO. 1DRD.02 19 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, PER DETAIL 1, DRAWING NO. 1DRD.03 20 INSTALL 7.5'X5.0' OIL WATER SEPARATOR UNIT PER CITY OF RENTON PWD STD 240.10 21 PLUG EXISTING INLET OR OUTLET DUE TO REMOVAL OF EXISTING STORM DRAINAGE PIPE 22 INSTALL CONCRETE INLET PER CITY OF RENTON PWD STD PLAN 200.30 23 INSTALL MANHOLE PER CITY OF RENTON PWD STD PLAN 400.1 DEVELOPMENT ENGINEERING Michael Sippo 09/11 /2024 l R-4214202 METRO TRANSIT CAPITAL DIVISION DATE: RAPIDRIDE 1 LINE JUNE2024 RENTON SEGMENT DRAWING NO: DRAINAGE PLAN 1 DR.11 TAL-21 86+00 TO TAL-21 91 +00 SHEET NO: OF 224 473 GENERAL NOTES N O 0 W H 0) z O z w o' J x 3 z O z w J X z O z w X z O z w rr w U Q ry _. 0 N N 00 ry CO m N N z O z w ry z O z w ry 0 X a z O z w ry rK x En Z O F- z w I Z O F- F- C9 x a z O z w ry 3I O X En O ry O i ry X 3 3 'O n z J 3 Q x 0 > N > i O > N - � I >-w 3 m 0 O � m 3 CD 0 = M � c; s U p Y N >o-a i 0 0 NLU Cz Z 3 LU 3 J i � X w ui H LL LU w� Q i 0- xx FA �ti °C rs� gyp, � ` � / 'C � \ AS • k �"? � TpA C �i p�ti � � 'liy 2,0Z,.,s�°G�s� J AD -READY SUBMITTAL No. I REVISION L •A, .O 9os �C BY I APRD I DATE 6 \�6, p0 61- 0,9 F Q /L > 0-, .0 � pAAGS, T i w i Q� c/) J J I w NO PROPOSED DRAINAGE IMPROVEMENTS ON THIS SHEET ON (425) 453-5000 1100 112TH AVE NE, SUITE 500 ,oacobsBELLEVUE, WA 98004 DESIGNED: J. GREEN DRAWN: , z H.JOHNSON CHECKED: W� J. ETULAIN s CHECKED: 06112124 K. CHANG YUEN �6.9 pS6 •,� A C' APPROVED: G. FRANCO PROJECT NO: E00566E18 CONTRACT NO: CxxxxxxXx ' I l00 CO N N 1 I I 36+00 \ I oo S6, C), C A CZ1 `0 0' 20' 40' 1 1 !0 SCALE: 1" = 40' King County METRO 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. STORM DRAINAGE NOTES 0 ADJUST INLET OR CATCH BASIN TO GRADE O2 ADJUST MANHOLE TO GRADE O3 ADJUST STORM DRAIN MANHOLE WITH V RISER 40 REMOVE INLET OR CATCH BASIN O5 REMOVE STORM DRAIN PIPE 0 REPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 OCONNECTION TO EXISTING DRAINAGE STRUCTURE O8 INSTALL CATCH BASIN TYPE 1 PER CITY OF RENTON PWD STD PLAN 200.00 Og INSTALL CATCH BASIN TYPE 2 PER CITY OF RENTON PWD STD PLAN 201.00 GINSTALL SHALLOW MANHOLE PER CITY OF RENTON PWD STD PLAN 400.2 11 INSTALL OPEN CURB FACE FRAME AND GRATE PER CITY OF RENTON PWD STD PLAN 203.00 12 INSTALL RECTANGULAR VANED GRATE PER CITY OF RENTON PWD STD PLAN 204.40 13 INSTALL RECTANGULAR SOLID COVER PER CITY OF RENTON PWD STD PLAN 204.10 GINSTALL 6'x8' MODULAR WETLAND WATER QUALITY UNIT 15 INSTALL 8'x12' MODULAR WETLAND WATER QUALITY UNIT 16 INSTALL FLOW CONTROL STRUCTURE PER CITY OF RENTON PWD STD 237.00 17 CONNECTION TO EXISTING PIPE 18 INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB DRAIN, PER DETAIL 1, DRAWING NO. 1DRD.02 GINSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, PER DETAIL 1, DRAWING NO. 1DRD.03 20 INSTALL 7.5'X5.0' OIL WATER SEPARATOR UNIT PER CITY OF RENTON PWD STD 240.10 21 PLUG EXISTING INLET OR OUTLET DUE TO REMOVAL OF EXISTING STORM DRAINAGE PIPE 22 INSTALL CONCRETE INLET PER CITY OF RENTON PWD STD PLAN 200.30 23 INSTALL MANHOLE PER CITY OF RENTON PWD STD PLAN 400.1 FDEVELOPIMENT ENGINEERING Sippo 09/11/2024 (DI F—R-4214203 METRO TRANSIT CAPITAL DIVISION DATE: RAPIDRIDE I LINE JUNE2024 RENTON SEGMENT DRAWING NO: DRAINAGE PLAN 1 DR.12 CAR 32+00 TO CAR 36+50 SHEET NO: OF 225 473 O N O O 0 N N Q J GENERAL NOTES N O 0 W H 0) z O z LU o' J x Z O z LU J X z O z LU X En 3 z O z LU rr LU U Q ry _. 0 CN N N 00 En ry 0 m N N z O z LU ry x z O z LU ry 0 X a z O z LU ry rK x z O F- z LU I z O F- F- C9 x a z O z LU ry 3I O X En O ry > �I i O ry s -o ' z n 0 J 3 Q x i a 0 > N > i O > CV - � I Lu 3 m 0 O �m 3 � 0 c;rs =chU C? Y N >o-a 0 o NLU cz Z 3 LU 3 J i � X LU Cn LU H 0 LU Q i 0- xx T pF pA'/p OMFr T prp� (Wj,3 RrM� F(N)\3 33' 12 c SS, 31 S' 70„ Mp C �E(F)� SUMp\3 'C Ap 4'p SOC N � I'pp co/v, 7?'Cpp ' SFp\33rpy) \ c 9. 1, SpCe 39, 1, 1.2 Cp 9 SUMP\ 1?'CIOp p 338.41 8 4 ? 0'!P3?, 8" pk C c _w OMy T 9- R - i'-330 7" g" -97' T 1?„ p�C Tp -o CMp MFgs �� a SAC 612 .63, q0 33 Solt< 338 3 336 „VF M /F(N y T2 Tpp�F)341.6'_ 344 6" IDS 334 3 S 36 CMp qp AD -READY SUBMITTAL No. I REVISION BY I APRD I DATE SSM 3 9'SiM,3�, 39. SSM& S�qpp STgN Ri,�\3 43 TpT pp STD �R/,yj\3 1 6 F'kc SC/Mp STgN�p /pF\ . 11 ?j83 \33�6'1pF3 70" 437, 6"A 6%o�cc ON (425) 453-5000 1100 112TH AVE NE, SUITE 500 ,jacobsBELLEVUE, WA 98004 DESIGNED: J. GREEN DRAWN: z H.JOHNSON CHECKED: W� J. ETULAIN F CHECKED: 06/12124 K. CHANG YUEN 17 Q Us \ ° 46+00 \ \ \ O 4 \ 4 G G7 +00 \ \ \ \ - -� So \ \ T T � T \ \ T SD DT 1 1 T c (J)� '1 34 .0'/M-3S 34 8 10" p�C 10"p�C Ic APPROVED: G. FRANCO PROJECT NO: E00566E18 CONTRACT NO: cxxxxxxxx 0' 20' 40' SCALE: 1" = 40' King County METRO 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. STORM DRAINAGE NOTES 0 ADJUST INLET OR CATCH BASIN TO GRADE 0 ADJUST MANHOLE TO GRADE 0 ADJUST STORM DRAIN MANHOLE WITH V RISER 40 REMOVE INLET OR CATCH BASIN 05 REMOVE STORM DRAIN PIPE OREPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 07 CONNECTION TO EXISTING DRAINAGE STRUCTURE Og INSTALL CATCH BASIN TYPE 1 PER CITY OF RENTON PWD STD PLAN 200.00 Og INSTALL CATCH BASIN TYPE 2 PER CITY OF RENTON PWD STD PLAN 201.00 (311INSTALL SHALLOW MANHOLE PER CITY OF RENTON PWD STD PLAN 400.2 11 INSTALL OPEN CURB FACE FRAME AND GRATE PER CITY OF RENTON PWD STD PLAN 203.00 12 INSTALL RECTANGULAR VANED GRATE PER CITY OF RENTON PWD STD PLAN 204.40 13 INSTALL RECTANGULAR SOLID COVER PER CITY OF RENTON PWD STD PLAN 204.10 GINSTALL 6'x8' MODULAR WETLAND WATER QUALITY UNIT 15 INSTALL 8'x12' MODULAR WETLAND WATER QUALITY UNIT 16 INSTALL FLOW CONTROL STRUCTURE PER CITY OF RENTON PWD STD 237.00 17 CONNECTION TO EXISTING PIPE 18 INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB DRAIN, PER DETAIL 1, DRAWING NO. 1DRD.02 GINSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, PER DETAIL 1, DRAWING NO. 1DRD.03 20 INSTALL 7.5'X5.0' OIL WATER SEPARATOR UNIT PER CITY OF RENTON PWD STD 240.10 21 PLUG EXISTING INLET OR OUTLET DUE TO REMOVAL OF EXISTING STORM DRAINAGE PIPE 22 INSTALL CONCRETE INLET PER CITY OF RENTON PWD STD PLAN 200.30 23 INSTALL MANHOLE PER CITY OF RENTON PWD STD PLAN 400.1 F VELOPMENT ENGINEERING hael Sippo 09/11 /2024 (D F-R-4214204 METRO TRANSIT CAPITAL DIVISION DATE: RAPIDRIDE I LINE JUNE2024 RENTON SEGMENT DRAWING NO: DRAINAGE PLAN 1 DR.13 CAR 42+50 TO CAR 47+50 SHEET NO: OF 226 473 0) z O z w QI J X i� 3 Z O z w rr J X z O z w �I X 3 Z O z w rr w U LL ry CO KA 3 a O ry N N 00 O) ry CO C O C N 00 o') N N O7 Z O Z LU r' �I X 3 Z O z w 0 ry X 3 a Z O z w ry I 0 X 3 Z O F- z w I z O F- Q C9 X o� a Z O z w ry 3I O ry X O ry a O i ry X 3 3 'O n O J 3 Q ) X 1 a O > N > i O > CV - � I ry w 3 m ry O Q m 3 Op Q ch U p Y ,I- C-4 CN ?� O j O 0 NLU Z 3 w 3 J i � X w ui H LL LU w O Q > 0- of2E GENERAL NOTES N O 0 W H 0) z 0 z w o' J x 3 z 0 z w J X z 0 z w X z 0 z w rr w 0 Q ry C0 _. 0 CN N N 00 ry CO a c 0 m m N N z 0 z w ry x z 0 z w ry 0 X a z 0 z w ry rK x z 0 F- z w I z O F- F- C9 x a z O z w ry 3I 0 X 0 ry ) I :0 i ry X 3 'O z n 0 J 3 Q x i a 0 > N > i O > CV - � I -w 3 m 0 O �m 3 � 0 C;rs 0 C? Y N >o-a i 0 0 NLU Cz Z 3 LU 3 J i � X w ui LU H 0 w� Q i 0- xx w w 23+00 AD -READY SUBMITTAL No. I REVISION ---- 382----__ -----382— w w� w� w SD w 24+00 SD 25+00 - I CIS P P - BY I APRD I DATE f -----------384 CULVERT IE 8" ADS (S)=385.0' SDCB T1 RIM=383.30' IE(N)=380.9' 12"CMP SUMP=379.6' I I I SDCB T1 RIM=383.40' IE(S)=379.7' 12"CMP IE(E)=379.6' 12"CONC IE(W)=379.6' 12"CONC SUMP=377.9' CULVERT IE 48" CMP (W)=381.2co co 6 70 CUL RT IE 48' CMP (FI) 11 LF3"SD I 384 � -7- I 26+00 18 1 A I SDCB T1 RIM=388.14' IE(W)=383.3 12"CONC IE(S)=383.2 12"CONC SUMP=382.5' �T--I--1 384T-7-- � / _. —386----- 1 CULVERT SE i0E,0 11 -LINE) L `3$ 129 128 127 I 2386 9LF3"SD , I I J / / ON (425) 453-5000 1100 112TH AVE NE, SUITE 500 ,jacobsBELLEVUE, WA 98004 DESIGNED: J. GREEN DRAWN: i z H.JOHNSON CHECKED: W� J. ETULAIN s CHECKED: 06/12/24 K. CHANG YUEN APPROVED: G. FRANCO PROJECT NO: E00566E18 CONTRACT NO: CxxxxxxXx �S D--- _- -388-EE-4,8D-=F (E)=38 T — r w W 1. `QO SSMH T2 RIM=389.60' - IE(N)=375.252"PVC P❑ TEL ❑ IE(S)=375.1' 12"PVC SDCB T1 RIM=388.16' / =38 12"CMP SUM SUMP=383.53.5' N 0' 20' 40' SCALE: 1" = 40' LIM King County METRO 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. STORM DRAINAGE NOTES 0 ADJUST INLET OR CATCH BASIN TO GRADE O2 ADJUST MANHOLE TO GRADE O3 ADJUST STORM DRAIN MANHOLE WITH V RISER 40 REMOVE INLET OR CATCH BASIN O5 REMOVE STORM DRAIN PIPE 0 REPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 07 CONNECTION TO EXISTING DRAINAGE STRUCTURE O8 INSTALL CATCH BASIN TYPE 1 PER CITY OF RENTON PWD STD PLAN 200.00 Og INSTALL CATCH BASIN TYPE 2 PER CITY OF RENTON PWD STD PLAN 201.00 10 INSTALL SHALLOW MANHOLE PER CITY OF RENTON PWD STD PLAN 400.2 11 INSTALL OPEN CURB FACE FRAME AND GRATE PER CITY OF RENTON PWD STD PLAN 203.00 12 INSTALL RECTANGULAR VANED GRATE PER CITY OF RENTON PWD STD PLAN 204.40 13 INSTALL RECTANGULAR SOLID COVER PER CITY OF RENTON PWD STD PLAN 204.10 GINSTALL 6'x8' MODULAR WETLAND WATER QUALITY UNIT 15 INSTALL 8'x12' MODULAR WETLAND WATER QUALITY UNIT 16 INSTALL FLOW CONTROL STRUCTURE PER CITY OF RENTON PWD STD 237.00 17 CONNECTION TO EXISTING PIPE GINSTALL STATION SHELTER DOWNSPOUT THROUGH CURB DRAIN, PER DETAIL 1, DRAWING NO. 1DRD.02 GINSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, PER DETAIL 1, DRAWING NO. 1DRD.03 20 INSTALL 7.5'X5.0' OIL WATER SEPARATOR UNIT PER CITY OF RENTON PWD STD 240.10 21 PLUG EXISTING INLET OR OUTLET DUE TO REMOVAL OF EXISTING STORM DRAINAGE PIPE 22 INSTALL CONCRETE INLET PER CITY OF RENTON PWD STD PLAN 200.30 23 INSTALL MANHOLE PER CITY OF RENTON PWD STD PLAN 400.1 DEVELOPMENT ENGINEERING Ar ` �' IL Michael Sippo 09/11 /2024 FR-4214206 METRO TRANSIT CAPITAL DIVISION DATE: RAPIDRIDE I LINE JUNE2024 RENTON SEGMENT DRAWING NO: DRAINAGE PLAN 1 DR.15 105TH 23+00 TO 105TH 28+00 SHEET NO OF 228 473 u N � O z 0 z ' W Q 0 W J I X En 3 Z 0 z w ry W U Q W ry x 0 z W cD W J z O z W J X z 0 P Z W 0 O ryl N _ 0 co m N N 22 z 0 0 z W >' X z 0 P z W ry �I x z 0 H Z W ry I 0 X En z 0 P z w fy p J W p L� Q cD o z_ x � w W W Q O x p ^N 0 cfl co N N \ V V `4 C7— '58- 00 ssv2j 0 _ Lu ONOO 3: / 0 z / 28+00 108TH AVE SE (SR 515) / 108TH-LINE \ I 0 CO N � 11 u �_ m m o -5 E�C� m `. p w LJ M J _RVM ONOO ,9 � a- a— W a_ U U r co rD N II orn _ 0- 0-) :2 �LnCj7) 4_0V) � II z .n C) p — Li V) AD -READY SUBMITTAL REVISION 29+00 11 — Q — — 1 1 G �� G I I :2�ryOf� mo N N N CO ; Nnr) II p OON� \ K) j� �cD4roN J O W n in J _ co w o <ry-n Q�� i zQ�� d 0CD II z o m m o� - - o0 0�� t Ln N N d' _ N W W W UJ t N L0�I N N �— O c� r _N I, d- J N RI— op N N 0 c0 _ � � � I� 46 -— =N N — \ 6� Q r o = o olo � N 1 l`) r N m a a- 0 11 v\Ipj �N —N m% • 0 N •/ 462 N J w d n I — 1 9LF3"SD 0 0 30+00 l— C) G G G \, M M � 0— 01 — -- r / � a / �� N G J___ r 62� ` 464 — N o N _ _-� — Z / 466 — - -- ---j / / ��VM ONOO 9 m m 00 a- F, `� 4f 8� / 7 LF 4" UD (DI) o 00 — / � _�— U ;�mmw� 9 Ln D o > Ln (000 11 m ^ it 11 II i -N aS QUwcn �� V) LU � � BY I APRD I DATE �d0-.d17 rn d w d U U U � (0co�N� II -co- 4 p Ld 2 6V) o=Lr)o6p6 d-Ln0w 11 II II O co z o U w p—WLJ� J_ Z � L�I1 N Of= LJ En U) w rr, I N I— — cob(425) 453-5000 1100 112TH AVE NE, SUITE 500 BELLEVUE, WA 98004 CURB CUT FOR WALL / UNDERDRAIN IE=464.00 �(b / P189LF3"SD 1 T I� r CA 32+00 4" PERFORATED PVC PIPE. SEE RETAINING WALL PLAN AND ELEVATION, SHEET 1 R1.06 Al G dHO 1 HO (IS — G i� CLEANOUT / CLEANOUT IE = 465.87 IE = 467.87 �68 ss�s O I JQrj 00 O0m'n J Q Z DESIGNED: J. GREEN DRAWN: 4 H.JOHNSON CHECKED: J. ETULAIN CHECKED: 2124 K. CHANG YUEN APPROVED: G. FRANCO PROJECT NO: E00566E18 CONTRACT NO: Cxxxxxxxx 470. U :�E 470 z 00 w o o 0 47 t _ 00 00 0 474— L U 0 CJ) o 76 476 I 4;6 / I� 0 / \ 111>6.U, U I I � GENERAL NOTES 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. STORM DRAINAGE NOTES 0 ADJUST INLET OR CATCH BASIN TO GRADE 0 ADJUST MANHOLE TO GRADE O3 ADJUST STORM DRAIN MANHOLE WITH V RISER 40 REMOVE INLET OR CATCH BASIN O5 REMOVE STORM DRAIN PIPE �o O6 REPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 07 CONNECTION TO EXISTING DRAINAGE STRUCTURE Og INSTALL CATCH BASIN TYPE 1 PER co U CITY OF RENTON PWD STD PLAN 200.00 � N O INSTALL CATCH BASIN TYPE 2 PER U U dII in (' CITY OF RENTON PWD STD PLAN 201.00 _ t N N E II�� m� N oLd10 INSTALL SHALLOW MANHOLE PER CITY OF RENTON PWD STD Lr) L0 (.0 �w PLAN400.2 m�� Ucnz� II w ssv2_j 11 INSTALL OPEN CURB FACE FRAME AND GRATE PER CITY OF RENTON PWD STD PLAN 203.00 1 12 INSTALL RECTANGULAR VANED GRATE PER CITY OF RENTON PWD STD PLAN 204.40 / 0INSTALL RECTANGULAR SOLID COVER PER CITY OF RENTON / PWD STD PLAN 204.10 / 14 INSTALL 6'x8' MODULAR WETLAND WATER QUALITY UNIT 33+ \ 15 INSTALL 8'x12' MODULAR WETLAND WATER QUALITY UNIT \ 16 INSTALL FLOW CONTROL STRUCTURE PER \ 1 CITY OF RENTON PWD STD 237.00 Q — G� 17 O CONNECTION TO EXISTING PIPE \ 18 INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB DRAIN, PER DETAIL 1, DRAWING NO. 1DRD.02 d INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, PER DETAIL 1, DRAWING NO. 1DRD.03 DINSTALL 7.5'X5.0' OIL WATER SEPARATOR UNIT PER CITY OF RENTON PWD STD 240.10 21 PLUG EXISTING INLET OR OUTLET DUE TO REMOVAL OF o ° a- a I) W d U U U EXISTING STORM DRAINAGE PIPE U U f -m -N ap N N II _ D INSTALL CONCRETE INLET PER CITY OF RENTON PWD STD r'�� 20 "o V) PLAN200.30 II � II II II � 0 � Z � m 23 INSTALL MANHOLE PER CITY OF RENTON PWD STD PLAN U��Z�j N�� owwww_ 400.1 I � � N N of Cn m II �I U 3: LJ p W Cn — W I I 0' 20' 40' N a W r7 SCALE: 1" = 40' r- King County METRO DEVELOPMENT ENGINEERING Michael Sippo 09/11 /2024 F—R-4214207 METRO TRANSIT CAPITAL DIVISION DATE: JUNE 2024 RAPIDRIDE I LINE RENTON SEGMENT DRAWING NO: DRAINAGE PLAN 1 DR.16 108TH 28+00 TO 108TH 33+00 SHEET NO OF 229 473 u GENERAL NOTES N � O z 0 z ' w 0 0 W X x I En 3 Z 0 z Lu rK w U Q LL ry U? x 6� 0 Z w (D W J z O Z LU ry J X m N N co 0 o� N N 0 ry co m > 19 N N z 0 P z LLJ ry >I X z O z Lu ry F x z O H Z w r),I 0 x z O P Z W f' 0 W' x En Z O z LLJ z O Q x 3 � 0- 0 n 3 0 J � x i )Lz )�0 J Q ? pp X 3 � � V O = CO N ,00 - N J C? Of ? N 0 O � N O )-Cd m iCN _co s � U i p Y .. I U) w '~LuO Zo�Q i 0- x _ AAJ B 51+00 / l 0 b^ -1IV�i CNVH W LLJ o 00 w d Om W U = MU� a_rro 0O � CID a-Q 4 co '066 �co0 ly- II '�t u U Z � � • N`ww� • F 710* TT � L W' J M O V) d- _ I—m(0:1 Z 0 0_. M U-) LLJ W Q Of t) m w J Q F w U D amO V) _ Of p � O m m W co _ U Cr O w V) CO COQ W M �z O 0 Of Z QO HdSV I 1 He — 1 VJ U U U r- N N r co Z i!S LO C� O U Y Q LO �LOIn"t Q �'0 Z O O M W W W cn W 0 J 0 0 W W 00 0:� Q N N N Ln II / °r�LLJJ N 0.LI) (' W m in U x m II II 0 OWN UW(nw �°oN_ owwo I � 6J �0'� W d- CD m it I� W Z75 U m L Q _ p p U) cn r _ W 0 / Q_ 0-o HdSV a d d a ' \� 8LF3"SD \ \� \ � \ \ \ \ _ 52+00 108TH AVE SEA (SR 515) 53+00 \ 54+00\ / (108TH-LIN) / may° / / oo p 00 n� (IS aS as (IS. o (IS 0 as a �IV?J aNVH \M0 �IV2] GNVH -- dHQ—�joN d1dD- x W N �TJ3A'J `V N d1Q 0JM U = Z � � `° oLn Q O QN N - in0 J 6) N� N — - UG* ) I� Z � W J � U � N Uj w m p 0 Q Imo_- N Ln � p J w W 0- 6 N 0 I to � / 1 SIJ 2i3d 831 \ 55+0� co �G e 0NG Os, Z i Y N W W n10) 00 U I O�UUI� i f) 0 N d I I �I J Y U U > N > O C W 0p LL 00-00 't_ ��o� �o Z II r�� rU¢� coQrn LO L =�7i II �_ �- II _11 gym, W(n (f) — ��40� n � � mod-W Lo Cr) ~ ~ 1 m II � .- a- O m w UW(n�M UZm I I cnwww� C,wF- Cq — W J II 00 0 Q 0 O 0 Y J Q Cn �� w w U Y z O V) i Of �a-a- 0 U U N d-NN E20 rn m mw� v W W cn �I o � M ° —M SEE VOLUME 2 `� FOR CITY OF KENT ONG� IMPROVEMENTS / 0NG/ \ 1 56+00 LO O / / 0NG c� � D� 1 � 1 —OHO HO - _F d = a 0 x o� m x� 00 M �x / O f — /0 452cn m I = O F- cn(D 0 z � m U w �o d d ^� M0 �z I �� 3 HQOHO U SSV2i0 U z 0 MS 0 0-- W 00 'C!0 U 06 O II N N d-� � II I 0 N N N 0) 0°�-t0 a U Lo a W W L a C 0 < Z 0' 20' 40' SCALE: 1" = 40' DEVELOPMENT ENGINEERINGAr%,-�- ILLR-4214208 Michael Sippo 09/11 /2024:01 DESIGNED: APPROVED: METRO TRANSIT CAPITAL DIVISION DATE: AD -READY SUBMITTAL 7 _ B. J. GREEN G. FRANCO JUNE 2024 aco s (425 453-50002TH AVE NE, SUITE 500of sr� �� DRAWN: . RAP1 DRI DE I LINE BELLEVUE, WA 98004 h `, o King County � z H.JOHNSON CHECKED: PROJECT NO: RENTON SEGMENT DRAWING NO: G32°0��° ��ww J.ETULAIN E00566E18MET DRAINAGE PLAN 1 DR.17 RO SIGNAL �CHECKED: CONTRACT NO: 1 08TH 51 +00 TO 1 08TH 56+00 SHEET NO: OF No. REVISION BY APP'D DATE 06/12/24 230 473 K. CHANG YUEN Cxxxxxxxx 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. STORM DRAINAGE NOTES 10 ADJUST INLET OR CATCH BASIN TO GRADE O2 ADJUST MANHOLE TO GRADE O3 ADJUST STORM DRAIN MANHOLE WITH V RISER GREMOVE INLET OR CATCH BASIN O5 REMOVE STORM DRAIN PIPE O6 REPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 07 CONNECTION TO EXISTING DRAINAGE STRUCTURE N qrm Og INSTALL CATCH BASIN TYPE 1 PER O CITY OF RENTON PWD STD PLAN 200.00 Og INSTALL CATCH BASIN TYPE 2 PER r CITY OF RENTON PWD STD PLAN 201.00 10 INSTALL SHALLOW MANHOLE PER CITY OF RENTON PWD STD PLAN 400.2 11 INSTALL OPEN CURB FACE FRAME AND GRATE PER CITY OF RENTON PWD STD PLAN 203.00 N 12 INSTALL RECTANGULAR VANED GRATE PER CITY OF RENTON M r PWD STD PLAN 204.40 O 13 INSTALL RECTANGULAR SOLID COVER PER CITY OF RENTON O 0 PWD STD PLAN 204.10 r 14 INSTALL 6'x8' MODULAR WETLAND WATER QUALITY UNIT N 15 INSTALL 8'x12' MODULAR WETLAND WATER QUALITY UNIT IL GINSTALL FLOW CONTROL STRUCTURE PER CITY OF RENTON PWD STD 237.00 17 CONNECTION TO EXISTING PIPE 18 INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB N O DRAIN, PER DETAIL 1, DRAWING NO. 1DRD.02 0 O 19 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, N PER DETAIL 1, DRAWING NO. 1DRD.03 N Q 20 INSTALL 7.5'X5.0' OIL WATER SEPARATOR UNIT PER CITY OF RENTON PWD STD 240.10 J 21 PLUG EXISTING INLET OR OUTLET DUE TO REMOVAL OF EXISTING STORM DRAINAGE PIPE 22 INSTALL CONCRETE INLET PER CITY OF RENTON PWD STD PLAN 200.30 23 INSTALL MANHOLE PER CITY OF RENTON PWD STD PLAN 400.1 Z Lh if) � m � z 0 U W W W 0U-- W W W . °0�w00a0 N ran p-NN d w z w II II II Q Q _ 0 r� LLJ W I O W w N wmW O p II i-�r�l a m Q N 3 v0 oz�ocnLj p 1 '� W w o �I W 0- 0 I — Ld Z o Y 0 44B 1 m p m I Q / 0 446---/ n I m i / / Ld CO Z Q r N O 0 W I= .o d c co 0 . o ry 0 o ? NI ry w Of >�m >�o s m Y j o O N i O U 0(5 > cV w ? aw ca i�cz i 0 X u1 cn ;I H w w� i X 1 LAKE AVE S AND S GRADY WAY S GRADY WAY AND SHATTUCK AVE S STA 11 +06 TO 12+69 STA 14+19 TO 14+89 DRAINAGE PROFILE DRAINAGE PROFILE SCALE: SHOWN SCALE: SHOWN NOTE: SEE DRAWING 1 DR.01 NOTE: SEE DRAWING 1 DR.02 S GRADY WAY AND SHATTUCK AVE S STA 15+02 TO 15+52 DRAINAGE PROFILE SCALE: SHOWN NOTE: SEE DRAWING 1 DR.02 AD -READY SUBMITTAL No. I REVISION BY I APRD I DATE 30 20 ON (425) 453-5000 1100 112TH AVE NE, SUITE 500 ,jacobs.ELLEVUE, WA 98004 2124 S GRADY WAY STA 15+82 TO STA 18+56 DRAINAGE PROFILE SCALE: SHOWN NOTE: SEE DRAWING 1 DR.02 DESIGNED: I APPROVED: W. HICKEY G. FRANCO DRAWN: H.JOHNSON CHECKED: PROJECT NO: J. ETULAIN E00566E18 CHECKED: CONTRACT NO: K. CHANG YUEN I CXXXXXXXX 0' 20' 40' E :1,S'ippo MENTENGINEERING HORIZONTAL SCALE 09/11/2024 ' King County METRO 0' 10' 20' VERTICAL SCALE METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT DRAINAGE PROFILES 1 OF 4 R-4214209 DATE: JUNE 2024 DRAWING NO: 1 DRP.01 SHEET NO: OF 231 473 r N O 0 W H .o d c co Y . o 0 n 0 ? NI ry w 1 Of >�m >�o U s m Y n 0 %I M j o O N i O U 0(5 > cV w ? aw ca i�cz i 0 X u1 cn ;I H w w� i X 1 S G RADY WAY STA 19+35 DRAINAGE PROFILE SCALE: SHOWN NOTE: SEE DRAWINGS 1 DR.02 AND DR.03 1 AD -READY SUBMITTAL No. I REVISION BY I APP'D I DATE 30 20 0 SAME STRUCTURE ..W. N. ......... . . ......... . . . . . . . >-. H. W. . CO. Z. Z : G : :? : : :Z .O .� �: : Z O ..... . ....... .. .� .... .... .. �.— a0 n ZU1 W. ... .... ..... 50—............................................. .«. .........N L..0 ... (0 . . . 7z _ € _..._._..._..._..._..._..._..._..._......_..._..._..._..._..._.._..._.....W . . . . . . . . . . ............................................ 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EX T -TO BE :::::: :.... ::: ::::: : EX 24" W :::::::::::::::::::: 20=...................................................................... _ _. _. _. _...................................... ........... __ . _._..._..._..._..._..._..._..._..._..._..._......_..._..._..._..._..._ ......................._..................................................................................................... — 20 REMOVED .... :......EX P - TO :........ . ......... ::::::::::1.6_ ......: ... BE REMOVED :: .41 LF:12": PP SD :@: 0.51 % ......... LF 12" DI SD @..... 0.62% ......... ......... .........:........ ......... ......... . ......... ......... ......... ..1A LF:1:2":PP :SD :0.63% ::::: ....::::. ......... 10-:................................................................................................_..._..._..._..._..._..._..._..._..._..._..._..._..._..._..._..._..._..._..._..._..._..._..._..._..._..._..._..._..._..._..._..._..._..._..._..._..._..._..._..._..._..._..._..._..._..._..._...:........:....:....:....:....:....:....:....:....:........:....:....:.............................. ,10 TALBOT RD S AND S G RADY WAY STA 10+38 TO 10+75 DRAINAGE PROFILE SCALE: SHOWN NOTE: SEE DRAWING 1 DR.04 TALBOT RD S AND S G RADY WAY STA 10+83 TO 12+80 DRAINAGE PROFILE SCALE: SHOWN NOTE: SEE DRAWING 1 DR.04 (425) 453-5000 1100 112TH AVE NE, SUITE 500 ,jacobs.ELLEVUE, WA 98004 06112124 3 3 3 3 =20 0 3 DESIGNED: I APPROVED: W € N ......... . . . . . . . . . . . . . . . . . . . . . . } :LU W 50-. .................................................Z._..._..._..._..._..._..._...__ FW_ ._._..._ z � ................................................. ............................................ =50 . . . . . . . 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BE REMOVED.. ...-- —20 ::::::::: EX P -TO BE ABANDONED 7 LF 12" DI SD @ -0.51 % :::::::::::::: :.........:.........:.........:.........:.........:.........:.........:.........: 10-................................................................................................. _... _... _... _... _... _... _... _... _... _... _... _... _... _... _... _... _... _... _... _... _... _... _... _... _... _... _... _... _... _... _... _... _... _... _... _... _... _..._.................................................................................................-10 TALBOT RD S AND S GRADY WAY STA 10+38 TO 10+75 DRAINAGE PROFILE SCALE: SHOWN NOTE: SEE DRAWING 1 DR.04 m 370 360 350 340 330 105TH PL SE AND SE CARR RD STA 10+90 DRAINAGE PROFILE SCALE: SHOWN NOTE: SEE DRAWING 1 DR.13 0' 20' 40' E :1,S'ippo MENTENGINEERING HORIZONTAL SCALE 09/11 /2024 W. HICKEY G. FRANCO King County METRO DRAWN: H. JOHNSON CHECKED: J. ETULAIN PROJECT NO: E00566E18 CHECKED: CONTRACT NO: K. CHANG YUEN I CXXXXXXXX METRO TRANSIT CAPITAL DIVISION RAPIDRIDE 1 LINE RENTON SEGMENT DRAINAGE PROFILES 2 OF 4 10, 20' VERTICAL SCALE R-4214210 DATE: JUNE 2024 DRAWING NO: 1 DRP.02 SHEET NO: OF 232 473 1 1 1 11 1 TALBOT RD S STAI 8+72 TO 20+46 DRAINAGE PROFILE SCALE: SHOWN NOTE: SEE DRAWING 1 DR.06 U-) ............................................. ................................................. . .................................... ............................................... ......... .. F ........... .................................................................................................... ........ ......... ......... w ...... LIIJ ......... . z ........ ......... ......... .......... .........CL). .......... ......... ......... ........ ......... ......... 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EXSID ....... . ......... ...............................................3.....7....-..L.....F........1.....2...."......P.....P.........S......D......a0.43%: ............................................................ ...... .... .... .. .... ................. ......... ... .................................. ..... . 20 ......... ......... ......... ............................. ......... ................ :::::EX 24" W ......... ......... ......... TALBOT RD S STA18+72 TO 19+38 DRAINAGE PROFILE SCALE: SHOWN NOTE: SEE DRAWING 1 DR.06 TALBOT RD S S GRADY WAY STA 88+90 TO 89+15 STA 19+45 TO 22+74 DRAINAGE PROFILE DRAINAGE PROFILE SCALE: SHOWN SCALE: SHOWN NOTE: SEE DRAWING 1 DRA 1 NOTE: SEE DRAWING 1 DR.03 AD -READY SUBMITTAL REVISION BY I APP'D I DATE ON (425) 453-5000 1100 112TH AVE NE, SUITE 500 ,jacobsBELLEVUE, WA 98004 06112124 DESIGNED: I APPROVED: 2 21 1 0 1 .................................. ................................................. ................................................. - - - - - - - --- - - - - - - - - - --- - --- - --- - --- - --- - --- - --- - --- - --- - --- - --- - --- - --- - --- - --- - --- - —230 .......... AL ....... ......... ......... :w ............................................. ................................................. . ............................................... :z ....... ......... ......... ......... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... ... . ... . ... . ... . ... . ... . ... . ... . ... . "220 . . . . . . . . . . . . . . . . . Cy - -Lu 3 1z U) z -Co. 0 .Z.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ce) P_ C:) CY) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................................. ................................................... ..............................................mZ-t ..0,)CD CD - J � P_ . . . . . . . . . m . . . . . . . . . 210 r m 0-3 M-: O. ......... ........ X .. w ....... 2 yj LU -w ......... C5 . T7 .... U—j ..... ....... ......... ......... ............................................. ............ . ............................................... ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . : ... . ... . ... . ... . -200 -EX GRADE ........... ....... FINISH GRADE ............................................. ................................................. ......... ... ....................... ......... ...... .... ......... . ... . ... . ... 190 ......... -19 LF 12" DI SD @ 4m05%:::: .... ............................................. ................................................. .................................................. : ....................... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . -180 TALBOT RD S STA 25+69 TO 25+71 DRAINAGE PROFILE SCALE: SHOWN NOTE: SEE DRAWING 1 DR.08 01 20' 40' [DEVELOPMENT ENGINEERING HORIZONTAL SCALE Michael Sippo 09/11/2024 (DI W. HICKEY G.FRANCO King County METRO DRAWN: H. JOHNSON CHECKED: J. ETULAIN PROJECT NO: E00566E18 CHECKED: CONTRACT NO: K. CHANG YUEN lcxxxxxxxx 01 10, 20' VERTICAL SCALE METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT DRAINAGE PROFILES 30F4 R-4214211 FATE JUNE 2024 DRAWING NO: 1 DRP.03 SHEET NO: OF 233 473 �o a) rn co c c `o 1 I c ' O J O ? NI ry W 1 C) ) N m N � s m Y i n ) _0 c6 cu = v a) j (5 OI N Cf) H i O U > cV W s a W ca ice(= i � X LU (n ;I LL- LU W Q i X :E 0 0 ry 0 0 a m 00 O 0 00 M O co 0 7 co LO Cl) ti LO O U X a) M O O 4J 0 �I U X O U J_ U a m E 0_ CV M O N V N O N O C 0 W O J a 3 O N O N r' W rr, O m F- 75 U Y U) LL W W (D Q 0 0 ry �o 6 U 0 J M U O � m CO L0CL Cl) CO Lo N O M O U O N �4w 0 CD Of 0 O � o m m � � o 6 U �i��w w C� Q C) x CON( AND ••• DOWNSPOUT THROUGH GUTTER SECTION VIEW ( 1 SCALE: 1" = 2' 1DRD.01 STEEL CANOPY STRUCTURE BY OTHERS, SEE SHELTER SPECIFICATIONS ELECTRICAL CONDUIT, SEE ELECTRICAL SHEETS BASE PLATE, SEE SHELTER SPECIFICATIONS WIRE MESH REINFORCEMENT COORDINATE WITH FOOTING REINFORCEMENT SEE SPEC SECTION 03 20 00 PLACE MESH 1" MIN ABOVE PIPE DOWNSPOUT ROUTED TO FRONT OF PLATFORM COORDINATE PIPE PLACEMENT WITH FOUNDATION REBAR INSTALLATION 3" DIA PIPE SEE NOTE 6 W O Z , . f J.. 4 J COLUMN BASE DETAIL (i� SCALE: NOT TO SCALE - 3" DOWNSPOUT SEE NOTE 5 FLEX COUPLER CONNECTION BETWEEN DOWNSPOUT & EMBEDDED DRAIN PIPE EXTEND STORM DRAIN DOWNSPOUT BELOW GRADE SEE NOTE 5 CUT OUT BASE PLATE, TYP EACH SIDE CONCRETE PEDESTAL CONCRETE SHELTER FOUNDATION 3" 90 DEG BEND SEE NOTE 5 4 CONCRETE SIDEWALK, PER CIVIL CONCRETE CURB AND GUTTER ------,,\ 2" MIN C ABOVE P WIRE MESH REINFORCEMENT 1" MIN COVER ABOVE PIPE 3" DIA PIPE SEE NOTE 6 THICKENED SLAB, MIN 4" THICK BELOW PIPE SECTION A -A STEEL CANOPY STRUCTURE BY OTHERS, SEE SHELTER SPECIFICATIONS EDGE OF SHELTER PLATFORM r - ME CONCRETE ►��e�� ,PLATFORM ... . SEE NOTE 6 ►��j��O�i��t►i►�� --WIRE MESH ♦Me000�M� , ' • ►oi1i1ii1i�11MIN ♦1A`►1IM*I�� ►�111V�AME►N'11MIN < - ♦O�1►0'ww ►��V�4��Aft • ��s��;�� ' ►��A��m`' I I - J ROADWAY _\_ PLAN VIEW I. 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. STEEL CANOPY STRUCTURE BY OTHERS, SEE SHELTER SPECIFICATIONS CONCRETE SHELTER PLATFORM CONCRETE SIDEWALK 6" CONCRETE CURB AND GUTTER (TYPE MAY VARY) — ROADWAY INVERT OF STORM PIPE SHALL BE 0.5" ABOVE GUTTER LINE - WIRE MESH REINFORCEMENT ISOMETRIC VIEW 3" DOWNSPOUT DEVELOPMENT ENGINEERING IL-5 N Michael Sippo 09/11/2024 R-4214214 AD -READY SUBMITTAL DESIGNED: APPROVED: METRO TRANSIT CAPITAL DIVISION DATE: 7 ��, B. $j W. HICKEY G. FRANCO RAPT DRI DE 1 LINE JUNE 2024 (425) 453-5000 yti aF W h j �- DRAWN: 1100 112TH AVE NE, SUITE 500cob �w 4"�, King County BELLEVUE, WA 98004 H. JOHNSON LQ CHECKED: PROJECT NO: R E N TO N SEGMENT DRAWING NO: ° cisTEg��wx J.ETULAIN E00566E18 METRO SHELTER DRAINAGE DETAILS 1DRD.02 o. REVISION BY APP'D DATE I01Y06/12/24 U AL s CHECKED: CONTRACT NO: 2 of Q SHEET NO: OF K.CHANG YUEN CXXXXXXXX 236 473 O M r' 0 x 0 6 U 0 J M o U C >, O m COLO E M C- 7� O Lo N O M O U O N LL 0 oNQ. O � O m � � 0 6 U w v) �IF-LC7 w af Q 0 X ;� r N O 0 W Iwo 0 0 ry �o 6 U 00 J M o U C >, O m CO L0CL M N Lo Ln N O M O U O N �4w 0 CD Of 0 O � o m m � � o 6 U �i��w wQ C) 0- x 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 PEAK HGL 28.46 28.46 28.46 SURFACE LOAD HS-20 HS-20 HS-20 FRAME & COVER 030" 030" N/A WETLAND MEDIA VOLUME (CY) 1.78 ORIFICE SIZE (DIA. INCHES) 4 EA 00.77" 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 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. WETLAND MEDIA BED PRE -FILTER CARTRIDGE INLET PIPE, SEE NOTES RIM/FS, SEE TABLE PEAK HGL, SEE TABLE IE IN, SEE TABLE I PLAN VIEW I CU E O O 0 0 O O O kO O O 0 0 O O 0 0 O O 0 O O O 0 0 O o 0 0 0 0 K 0 0 O .. 1 -Y a d 7' FRONT VIEW SECTION SCALE: NOT TO SCALE a PERIMETER VOID AREA VERTICAL UNDERDRAIN MANIFOLD 0"" OUTLET PIPE, SEE NOTES FINISHED GRADE TOP OF VAULT, SEE TABLE FLOW CONTROL RISER IE OUT, SEE TABLE FRAME AND COVER FINISHED GRADE MODULAR WETLAND 1-1 DETAIL SCALE: NOT TO SCALE 1DRP.02 FRAME AND COVER LEFT END VIEW SECTION SCALE: NOT TO SCLAE rn ARAr AMIf ��X 1rn RIGHT END VIEW SECTION SCALE: NOT TO SCLAE FINISHED GRADE DEVELOPMENT ENGINEERING Michael Sippo 09/11 /2024 ' R-4214216 AD -READY SUBMITTAL DESIGNED: APPROVED: METRO TRANSIT CAPITAL DIVISION DATE: 7 B. $j W. HICKEY G. FRANCO RAPT DRI DE 1 LINE JUNE 2024 (425) 453-5000 yti aF W h j �- DRAWN: 1100 112TH AVE NE, SUITE 500 '� �cob w King County BELLEVUE, WA 98004 H. JOHNSON La CHECKED: PROJECT NO: R E N TO N SEGMENT DRAWING NO: ° cisTV, ��J.ETULAIN E00566E18 METRO DRAINAGE DETAILS 1 DRD.04 No. REVISION BY APP'D DATE sI01YAL 06112124 CHECKED: CONTRACT NO: 40F8 SHEET NO: OF K.CHANG YUEN CXXXXXXXX 238 473 N M Tm O O N IL O 0 N O O O N N Q J r N O 0 W Iwo L0 O 0 0 0 0 J 0 0 ry 6 U M J M U O � m CO L0CL M LO Lo Ln N O M O U O N �4w 0 MO NOf 0 O mom � � o 6 U �i��w wQ C) 0- x 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 SURFACE LOAD HS-20 HS-20 HS-20 FRAME & COVER 030" 030" N/A WETLAND MEDIA VOLUME (CY) 3.56 ORIFICE SIZE (DIA. INCHES) 4 EA 00.77" 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 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. al I I C/L 4(U 1 PERIMETER VOID AREA II - VERTICAL Lf L 9:-L L.LL•L. • UNDERDRAIN WETLAND MEDIA BED L;I�LL'LLLL. . LL - �:•.. MANIFOLD I � • I Lhwt LLLLtL'�L' G LL LL-L`LLL'LrL• L L L' LL•L'Lf_L L' LLL Ij L L L 1_ - _ L` .:....1.. •'• L`L �� •1 � 1 ' I L L•LLLL'LL L L L ' . ' I LL LLL'' LLLL" t L� ' LL:L L - IL. L L• LLLL ' �L i� , 1�LL1. `L LkL '; 51.9 4 �L+_LLLL'L L'LLLL LL'•LLL•LL _ L'LLL' LL* ?�`�' _ U o U \ u PRE -FILTER I CARTRIDGE B INLET PIPE, SEE NOTES OUTLET PIPE, 1 ' SEE NOTES PLAN VIEW RIM/FS, SEE TABLE FINISHED GRADE C/L TOP OF VAULT, ;. t . :.r• . ' j.. SEE TABLE \ PEAK HGL, SEE TABLE -x FLOW CONTROL IE IN, RISER - SEE TABLE ° ° ° O O ° ° ° ° ° O O ° ° o O O O O ° ° ° ° ° ° ° ° o ° ° O O O O O ° O O I ° ° " ° ° r ° ° ° ° ° ° O O ° ° '77- IE OUT, 77 :� :. ::t'' j :.71• SEE TABLE �' r ;:; : ,. 12' 13' FRAME AND COVER FINISHED GRADE FRAME AND COVER L i t N n \ tl O O O O t \ j I. O O O y \ 0 O O �� 00 6" 6" FRAME AND COVER a LEFT END VIEW SECTION SCALE: NOT TO SCLAE FINISHED GRADE ELEVATION VIEW RIGHT END VIEW SECTION SECTION SCALE: NOT TO SCALE - MODULAR WETLAND 1-2 SCALE: NOT TO SCLAE DEVELOPMENT ENGINEERING DETAIL Michael Sippo 09/11 /2024 SCALE: NOT TO SCALE 1DRP.03 R-4214217 AD -READY SUBMITTAL DESIGNED: APPROVED: METRO TRANSIT CAPITAL DIVISION DATE: .�� B. �j W. HICKEY G. FRANCO RAPT DRI DE 1 LINE JUNE 2024 7 (425) 453-5000 yy aF W h j �'�- DRAWN: 1100 112TH AVE NE, SUITE 500 �w �, King County A coBELLEVUE, WA 98004 H. JOHNSON La CHECKED: PROJECT NO: R E N TO N SEGMENT DRAWING NO: ° GisTV, J.ETULAIN E00566E18 MET DRAINAGE DETAILS 1 DRD.05 No. REVISION BY APP'D DATE sIONAL S 06112124 CHECKED: CONTRACT NO: 50F8 SHEET NO: OF K.CHANG YUEN CXXXXXXXX 239 473 CO 0 M 0 0 0 a ca J 0 M f' 0 X 0 6 U W J M o U o >, o m CO E LO M ca-� ti Lo N O M O U O N I � � LL 0 oNQ. o N O m � F- Y ? U O � Y W CO H LPL W W C.� Q C)0-X� ti O 0 ry 0 0 a m 00 O 0 00 M O co 0 7 co LO Cl) ti LO O U X a) M O O 4J 0 �I U X O U J_ U a m E 0_ 0 V O N V N O N O C 0 W O J a 3 0 N O N r' W rr, O m F- 75 U Y U) LL W W (D clf Q x 2i CL r N O W I SEI DETENTION PIPE SECTION rA� SCALE: 1" = 2' - DETENTION PIPE DESIGN TABLE FACILITY DET 1-1 STRUCTURE ID FCS (1-28A) WSE 29.10' BSE 25.61' ESD 3.5' L 120' D IA 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. SIN DETENTION FACILITY EDEVELOPIMENT ENGINEERINGn,77 DETAIL 1 Sippo 09/11 /2024 � D / SCALE: 1" = 2' 2DR.06 R-4214220 DESIGNED: APPROVED: METRO TRANSIT CAPITAL DIVISION DATE: 1p o AD -READY SUBMITTAL 7 W. HICKEY G. FRANCO JUNE 2024 Id-o "1A �j i N� (425) 453-5000 .yti of W ly f CDRAWN: La. RA P I D R I D E I LINE o cobBEOLOLEVUE,T WA V 8004 SUITE 500 �~��' ��' `'C' H. JOHNSON King County N CHECKED: PROJECT N0: RENTON SEGMENT DRAWING N0: "AMETRO o Y ° �'c,s2TE4��ti�� J.ETULAIN E00566E18 DRAINAGE DETAILS 1 DRD.08 i U_ w `sIONAL CHECKED: CONTRACT NO: SHEET NO: OF p w Q No. REVISION BY APP'D DATE 06112124 8 0 F 8 a x K.CHANG YUEN CXXXXXXXX 242 473 O O 0 O a ca J a O O 00 M O Co 0 a co LO cY) ti LO O U X O M O O 4J a a 0 �I U a z O z W ry p ry X a Z O z W ry z O Q W J W J J Q LU X 3 a O a O FT X 3 a c 0 c 0 m Cl? m N CV co O a U Z J_ J U Q a X m E � � a o N CO O O NI O r' W p O N O O m � 0 C U p Y LLJ (n LLL W W CD a Q X 2i z O Z w 0 X Z O Z LU Of 1 O H Q LU J w J J Q H w C' X O O X 3 o � 0 0 � c m Z �I O fn > m co J > N N N O O Ft o 00 J Z M �� U Q o m X 0- LO M CL CO LO Ln " ono U O N !GI O LU�C,o O N Of o O (Dom � � o 6 U 3 0 Y ��w w Q CD 0a-X� r N O 0 Z W H V RETAINING WALL KEY MAP - RENTON NOT TO SCALE DEVELOPMENT ENGINEERING t IL Michael Sippo 09/11 /2024 ' R-4214222 DESIGNED: APPROVED: METRO TRANSIT CAPITAL DIVISION DATE: AD -READY SUBMITTAL 7 M. D H. D'ACCI G. FRANCO JUNE 2024 (425) 453-5000 of W ks�1�14 DRAWN: RAP I D RI D E I LINE 1100 112TH AVE NE, SUITE 500 J, JacobsBELLEVUE, WA 98004 ° King County B. SCHWASINGER LQ CHECKED: PROJECT NO: R E N TO N SEGMENT DRAWING NO: 57217 L7 X. wu E00566E18 METRO RETAINING WALL KEY MAP 1 R0.01 No. REVISION BY APP'D DATE srI�NAL �CHECKED: CONTRACT NO: 0611112024 1 O F 3 SHEET NO: OF K.CHANG YUEN CXXXXXXXX 244 473 N M O O O N IL N O O 7 O a ca J a O O 00 M O co 0 a co LO cY) ti LO O U X O M O O 4J a a 0 �I U a z O z W ry p ry X a Z O z W ry z O Q W J W J J Q LU X 3 a O a O FT X 3 a C O C O m Cl? m N CV co O a U Z J_ J U Q a X m E � � a 0 0 N ID O O NI O r' W p O N O O m � 0 C � U p Y LLJ (n LLL W W CD Q a X 2i Cl) O O W' 7 T co J O O O 00 O _M O O CO LO M ti LO O U !G N M C) O C N 0 0 �I U z O Z W 0 X Z O Z W Of 0-0 U Z J U Q m C � ~ O O N I-- O O N O V LL 0 O Q' N O O m LU � 0 C � U 0 Y � CO W Q a X a z O F- z w J X a z O z w ry z O w J w J J w rK a O N N F2 a Z O F- z w ry F- X 3 a Z O F- z w ry r 0 X 3 z O F- z w ry i z O F- Q cn _. a� 3 a z O z w ry i�:I O X 3 a Z 0 J Q X a O a O FT X 3 a Z O F- z w 0 X 3 a c 0 c m m N N 0 z o w LU � X J a O N � O 3: NI Of o w . o of 77C)m U � J 0 M o m Y �� Lo7p �j M � o o OI c Y) o ~ o N U a w w 0 o X . w v> L w w C� Q U a X 2i N S TALBOT RD p (TAL-21-LINE) 0 W G G G BEGIN WALL R02R WALL R02R 0+00.00 = TAL-21 56+42.18, RT 16.48' G ANGLE POINT WALL R02R 0+06.07 = TAL-21 56+42.27, RT 22.55' E E wwww UD 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 UD UD UD U OHF- WALL R02R LAYOUT LINE ANGLE POINT RETAINING WALL R02R 0+48.56 = TAL-21 56+84.76, RT 21.93' WALL FOOTING EXISTING 57+00 - G - G G G G G G G END WALL R02R WALL R02R 1+11.78 = TAL-21 57+37.09, RT 15.63' SHELTER I r ), \ I � o UD \ r------------------ --� FOOTING 1 1 _ -j- J D UD - OHP � I i GHP13 Up Up UD UD ANGLE POINT \ — — — — — — — — — — WALL R02R 0+87.50 = END SHELTER FOOTING ANGLE POINT TAL-21 57+21.47, RT 24.39' WALL R02R 0+65.98, LT 0.83' = WALL R02R 0+77.05 = ROW ANGLE POINT TAL-21 57+00.10, RT 25.88' TAL-21 57+11.25, RT 26.54' WALL R02R 0+55.63 = BEGIN SHELTER FOOTING TAL-21 56+89.83, RT 26.86' WALL R02R 0+55.98, LT 0.83' = TAL-21 56+90.16, RT 26.02' WALL R02R - PLAN - CIP CONC WALL KC METRO TYPE COUNTERFORT CO � r 00 C� Z_00 co C7) O LO O LO O OCO LU O CD JIO h ANGLE POINT WALL R02R 1+03.25 = TAL-21 57+37.22, RT 24.15' Lq LO r— N N ti co +O O+ _ 10 , + 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 00 ti ELEV 92.90� ELEV 92.90� ELEV 92.90� ELEV 92.90� ELEV 92.90� BOTTOM OF WALL 0' 5' 10, g......... .................. .................. _.................. _.................. _.................. _...................................... _.................. _.................. _.................. _.................. .................. _.................. _.................. _.................. _.................. _.................. _.................. _.................. _.................. _.................. .................. _............... ..............._.................._.................._.................._.................._.................._.................._................................................_.................. _.................. _.................. _.................. _.................. _.................. _.................. _.................. .................. _.................. _.................. _.................. _.................. _.................. _.................. _.................. _.................. _.................. .................. _.................. _.................. _.................. _.................. _.................. _.................. _.................. _.................. _.............. D ...' -0+10 0+00 0+20 0+40 0+60 0+80 1+00 1+20 HORIZONTAL SCALE 0' 2.5' 5' WALL R02R - DEVELOPED ELEVATION - CIP CONC WALL KC METRO TYPE COUNTERFORT DEVELOPMENT ENGINEERINGAr IL I VERTICAL SCALE Michael Sippo 09/11 /2024 CALL 811 BEFORE YOU DIG R-4214225 DESIGNED: APPROVED: METRO TRANSIT CAPITAL DIVISION DATE: AD -READY SUBMITTAL 7 M. D, H. UACCI G. FRANCO JUNE 2024 (425) 453-5000 of wAs�I 9�, DRAWN: RAP I D RI D E I LINE 1100 112TH AVE NE, SUITE 500 .jaco 717 Kin COIJnt sBELLEVUE, WA 98004 ° g y H. D'ACCI CHECKED: PROJECT NO: R E N T O N SEGMENT DRAWING NO: 57217��yWw� X.wu E00566E18 METRO RETAINING WALL PLAN AND ELEVATION 1 R1.01 AL No. No. REVISION BY APP'D DATE SIQNAL E1� CHECKED: CONTRACT NO: WALL R02R SHEET NO: OF 06/11/2024 K. CHANG YUEN CXXXXXXXX 247 473 a z O F- z w J x a z O z w ry z O Q w J w J J w rK _. a 0 N N F2 a Z O F- z w ry F x a Z O H Z w ry ry I 0 X 3 z O F- z w ry z O F- 00 _. a z O z w ry i�:I O x a Z 0 J Q X a� a O a O FT X 3 a Z O F- z w 0 X 3 a c 0 m N N a 0 N Z O w w J 0 X a W a J O N o 3: NI r' 0 77C)m rn U CC) J 0 M o m Y �� '� Lp N C o o OI o� o N U a w w 0 x - LL w j of Q U a x CALL 811 BEFORE YOU DIG AD -READY SUBMITTAL No. I REVISION ° END PYLON FOOTING I� WALL R03L 0+30.50 = • • TAL-21 88+38.78, LT 32.42' AP WALL R03L 0+05.00 = BEGIN PYLON FOOTING TAL-21 88+13.28 WALL R03L LT 32.42' LAYOUT LINE WALL R03L 0+26.00 ^ BEGIN WALL R03L WALL R03L 0+00.00 = TAL-21 88+13.28, LT 27.42' — M J 1 O + 0 LIGHT POLE FOUNDATION, TYP CV co Z M � C� O Z O O O O O O Q o� 0 LL_U) Z J O M O O O .. .. TCE� .. .. .. .. .. .. .. .. .. P PR ED R W RFrIN 4HF1 TFR FnnTIN� �.,� ,,, ,�, T�� ,,,,T,.,., 0 OS 0 I� AP WALL R03L - PLAN - CIP CONC WALL KC METRO TYPE COMBINED O O CY) U Lo Z_ +O H o < O U) oo w U) oo Cn m o LL 0 J O H J O J C o0 o LLJ TC) O 0 LU ~ WALL R03L - DEVELOPED ELEVATION - CIP CONC WALL KC METRO TYPE COMBINED co co O WALL R03L 0+66.00 = TAL-21 88+74.28, LT 32.42' • I END WALL 1403L WALL R03L 0+71.00 = TAL-21 88+74.28, LT 27.42' 1-� DESIGNED: APPROVED: P, M• Ij H. UACCI G. FRANCO (425) 453-5000 Q of w�s�1�9� DRAWN: 1100 112TH AVE NE, SUITE 500 7 -.OacobsBELLEVUE, WA 98004 ° H. D'ACCI LQ King County CHECKED: PROJECT NO: �J�L�SURAL 7�C��1W X. WU E00566E18 METRO E1� CHECKED: CONTRACT NO: BY APP'D DATE IQNAL 06/11/2024 K. CHANG YUEN CXXXXXXXX r� I&I `M • -'-105 0+80 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 UD WALL UNDERDRAIN EXISTING GROUND PEDESTRIAN GUARDRAIL OR TRAFFIC BARRIER RETAINING WALL W N RIGHT-OF-WAY (EXISTING) T O RIGHT-OF-WAY (PROPOSED) r N PROPERTY LINE (EXISTING) • TEMPORARY CONSTRUCTION EASEMENT 0' 5' 10, HORIZONTAL SCALE 0' 2.5' 5' VERTICAL SCALE DEVELOPMENT ENGINEERING Michael Sippo 09/11 /2024 F-R-4214226 METRO TRANSIT CAPITAL DIVISION DATE: RAPIDRIDE I LINE I JUNE2024 RENTON SEGMENT DRAWING NO: RETAINING WALL PLAN AND ELEVATION 1 R1.02 WALL R03L SHEET NO: OF 248 473 O to N O O O 1 N N Q J N O 0 W H a z 0 F- z w J X a z O z w ry z 0 Q w J W J J Q w rK a 0 N N M a z 0 F- z w ry F- X a Z 0 F- z w ry ry I 0 X 3 z 0 F- z w ry z 0 F- 00 _. 3 z O z w ry i�:I 0 X 3 a z 0 Q X 0 0 FT X 3 a z 0 F- z w o' 0 o' X a 0 o' m N N 0 M Z o w 0 w J 0 J O — N � O 3: NI Of o w . o of 77C)m U � J 0 M o m Y �� LO M M 7p LO (6 o� 0 cal o UI o ~ o N U a w w 0 0 X . 3: w L v> � w 0-0 w 0 Q U a X S TALBOT RD (TAL-21-LINE) E� 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 0 — UD WALL UNDERDRAIN EXISTING GROUND o PEDESTRIAN GUARDRAIL OR TRAFFIC BARRIER cn 0 RETAINING WALL RIGHT-OF-WAY (EXISTING) d sS d RIGHT-OF-WAY (PROPOSED) PROPERTY LINE (EXISTING) END WALL R04R WALL R04R 0+88.22 = TEMPORARY CONSTRUCTION EASEMENT TAL-21 89+04.41, RT 27.53' AP --del - —END SHELTER FOOTING - — — — _ %10 ZL-- BEGIN SHELTER FOOTING — — —1 — � — � — -END PYLON FOOTING 1 1 — � WALL R04R 0+82.60 - dH0 -- WALL R04R 0+44.94 = BEGIN PYLON FOOTING WALL R04R 0+58.44 = WALL R04R 0+26.01 - � - TAL-21 89+04.41, RT 33.15' O WALL R04R TAL-21 88+47.81, RT 33.26' TAL-21 88+66.74, RT 33.22' WALL R04R 0+53.94 = - dHO TAL-21 88+80.24, RT 33.20' LAYOUT LINE TAL-21 88+75.74, RT 33.20' dH0 O O -- o - = N EXISTING ROW a WALL R04R - PLAN - CIP WALL KC METRO TYPE COMBINED OVER 2'-0" HIGH 0 o N O ti 00 C� (9 N 00 Z N � + + + + 00 00 N -+ O 0.— ~ O ~ Q Z Q Q -Q p -115 O p p Q Q p H O H Q O ��p ern: �rn J�a': PEDESTRIAN �� oo� zo6i orn �� o LO. LO co W O CO.J o O O J O N J o o = 0, o GUARDRAIL TYPE 1 _ J o o; } J J Q N z J �. J> Q LU w Q J. 0 LU Q J w Q J. Z Q J > �W W LU Q J Q J wQ J. wQ W �j W m� W; N w� W : m� W w� W : Q� W w� W m�W' Q�W 1 TOP OF WALL & :...................:..................:...................:.........................................................:...................:...................:....................................:...................:......................................:............:...........:...........:..........:...........:...............................:..................:..................:...................:...................:...................:..................:...................:...................:.....................................:.............. TOP SI A :................:...................:................:...................:.................. OF DEW LK . 110 EXISTING GROUND SHELTER :PYLON FOOTING FOOTING AT FRONT FACE OF WALL ELEV 108.05 ELEV 106.84 - . UD UD UD UD ; UD UD UD UD LIGHT POLE ELEV 106.48 FINISHED GROUND AT FRONT FACE OF WALL = ; FOUNDATION, TYP ................................................................................................... +...................................................................................................................................................................................................................;........................................................................ + .... ...................... .................. ........................................................ 105 WALL R04R STA 0 08.73 EXISTING GROUND 4 FEET IN FRONT OF WALL WALL R04R STA 0 78.41: ELEV 105.86 ; UNDERDRAIN ELEV 106.65 ELEV 103.25 0 51 10 ELEV 102.41 :ELEV 102.41 BOTTOM OF ELEV 102.56 ELEV 102.67 ; ELEV 102.87 WALL ELEV 102.64 HORIZONTAL SCALE 0' 2.5' 5' i i -0+10 0+00 0+20 0+40 I 0+60 0+80 0+90 VERTICAL SCALE WALL R04R - DEVELOPED ELEVATION - CIP CONC WALL KC DEVELOPMENT ENGINEERING METRO TYPE COMBINED OVER 2'-0" HIGH Michael Si ' ppo 09/11/2024 CALL 811 BEFORE YOU DIG FR-4214227 DESIGNED: APPROVED: METRO TRANSIT CAPITAL DIVISION DATE: AD -READY SUBMITTAL 7 M. D, H. UACCI G. FRANCO JUNE 2024 (425) 453-5000 of w.as�19C� DRAWN: RAP I D RI D E I LINE 1100 112TH AVE NE, SUITE 500 �e'�� '� 1 Kin Count JacobsBELLEVUE, WA 98004 ° g y H. D'ACCI CHECKED: PROJECT NO: R E N TO N SEGMENT DRAWING NO: 5721 AL X.wu E00566E18 METRO RETAINING WALL PLAN AND ELEVATION 1 R1.03 R� ��S�ti o. REVISION BY APP'D DATE SIQNAL 0 CHECKED: CONTRACT NO: WALL R04R SHEET NO: OF 6/11/2024 249 473 K. CHANG YUEN CXXXXXXXX BEGIN WALL R04R WALL R04R 0+00.00 = TAL-21 88+27.57, RT 27.52' RETAINING WALL FOOTING AP WALL R04R 0+05.77 = TAL-21 88+27.58, RT 33.29' 11 11 1 ELEV 105 0 S—d d sS-` d d d _LIGHT POLE FOUNDATION, TYP an an , SHELTER PYLON FOOTING FOOTING (nI - i i i i of ----------------------------� n rrri---- _0 s d' d d N 0 0 W H a z O F- z w J X a z O z w ry z O w J W J J Q w rK _. a O N N F2 a Z O H z w ry F- X a Z O F- z w ry r' 0 z O F- z w ry z O F- Q C0 _. a z O z w ry i�:' O X a z 0 Q X O a O FT X a Z O F- z w 0 o' X _ 0 o' m N N 0 z o w w X a J 0 o 3: NI rK o w 0 77o- C)m U � J 0 M o m Y a � 0� Lp c O � o� o N U a w w 0 0 X 3: w &5 v> ��wC7 w j of Q U a X CALL 811 BEFORE YOU DIG AD -READY SUBMITTAL No. REVISION BY I APP'D I DATE -0+1 0 1 1 1 G G G G BEGIN WALL R06R WALL R06R 0+00.00 = 108TH 31+15.85 RT 35.04' AP j-LJ WALL R06R 0+05.00 = I 108TH 31 +15.85 RT 40.04' - I \ BEGIN SHELTER FOOTING WALL R06R 0+12.57 = / 108TH 31 +23.42 / RT 40.04' ELEV 464.57 ELEV 463.57 O O 0 tY Q H 5 U N J � ~ J O Q C) LO zJ> J W C> Q mew 108TH AVE SE_ ___ (108TH-LINE) 1 1 r 1 I 1 SHELTER PYLON w LIGHT POLE FOOTING ' 'FOOT FOUNDATION, TYP -___- ------ -------- id NG ii---- -_------F-- WALL R06R --� LAYOUT LINE�� d n, dHO d 0 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 UD WALL UNDERDRAIN EXISTING GROUND PEDESTRIAN GUARDRAIL OR TRAFFIC BARRIER G G G RETAINING WALL RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) PROPERTY LINE (EXISTING) TEMPORARY CONSTRUCTION EASEMENT 1 RETAINING WALL G -�'Ho FOOTING ` G - R35.20' t PT / END WALL R06R -\ WALL R06R 0+60.42 = 108TH 31 +70.85 END SHELTER FOOTING BEGIN PYLON FOOTING RT 43.03' PROPOSED WALL R06R 0+28.50 = WALL R06R 0+40.50 = PC / END PYLON FOOTING ROW 108TH 31+39.35 108TH 31+51.35 WALL R06R 0+45.00 = RT 40.04' RT 40.04' 108TH 31 +55.85 RT 40.04' EXISTING ROW WALL R06R - PLAN - CIP CONC WALL KC METRO TYPE COMBINED ELEV 464.65 ......................................... ELEV 463.90- ELEV 463.64 ELEV 462.9 LIGHT POLE ti LO O N Z � O 0 OILL Q tY ~ G7 J wo U) Z J J LU � QLU 13: W r ' m N FINISHED GROUND EXISTING GROUND AT BACK OF WALL ELEV 464.90 BOTTOM OF WALL ELEV 465.42 ELEV 464.41 ELEV 463.41 O 00 O N Z ++ O H L7 W 00 ti w� � = J (/) oQ w w�: W O Lf) N 11:� O 0 Lo Z � O Cfl O 00 0 O O < ~ CD~ (%1 z0(0 OC � QU O JOr` O rzoti �o00 Z_ J> W J i r W J i CD Q Uj Q W W Q J m> W TOP OF WALL TOP OF SIDEWALK ELEV 465.80:................_.............. ELEV 464.80 ELEV 463.80 Lj WATER LINE ELEV 466.69 ELEV 465.94ELEV 466.16 ELEV 464.94 ELEV 463.94 PYLON FOOTING ..............................................................:..........ELEV 465.67 ................... WALL R06R STA 0+51.21 ELEV 465.16 FOUNDATION, TYP 'I SHELTER II ..................................................................................... FOOTING 0+00 0+20 0+40 0+60 WALL R06R - DEVELOPED ELEVATION - CIP CONC WALL KC METRO TYPE COMBINED (425) 453-5000 1100 112TH AVE NE, SUITE 500 cobBELLEVUE, WA 98004 DESIGNED: APPROVED: P, M. Ij �u�Sl7j 9 H. UACCI G. FRANCO DRAWN: pF 1J _ H. UACCI CHECKED: PROJECT NO: 57217 AL �'SIQNAL X. WU E00566E18 CHECKED: CONTRACT NO: �1J� 06/11/2024 K. CHANG YUEN CXXXXXXXX 70 0+70 LIQ King County METRO Z 0' 5' 10, HORIZONTAL SCALE 0' 2.5' 5' DEVELOPMENT ENGINEERING VERTICAL SCALE Michael Sippo 09/11/2024 R-4214228 METRO TRANSIT CAPITAL DIVISION DATE: RAPIDRIDE I LINE JUNE2024 RENTON SEGMENT DRAWING NO: RETAINING WALL PLAN AND ELEVATION 1 R1.04 WALL R06R SHEET NO: OF 250 473 a z O F- z w J X a z O z w ry z O w J LLJ J J w InK _. a 0 !L' N N F2 a z O F- z w ry F- x a Z O F- z w ry r' 0 X a z O F- z w ry z O F- 00 _. a z O z w ry i�:' O X a z 0 Q X a O IZ O I- X z O H Z w 0 X 3 c 0 m N N a 0 L z o LU X 0 a J _ o a� o 3: NI Of o LU of 77C)m rn U J CC) § 0 o m Y r � L0 cu o > c O � o� o N O a w -o w 0 0 X . �w � v> w 0-0 w 0 Q U a X T P P P P P T T \ RETAINING / \ WALL FOOTING P \ P P BEGIN WALL R07R vo WALL R07R 0+0.00 = GRA 22+78.25, RT 54.54' WALL R07R LAYOUT LINE ANGLE POINT WALL R07R 0+19.48 = GRA 22+96.35, RT 61.00' 0 T T LIGHT POLE FOUNDATION, P TYP UD UD A S G RADY WAY (GRA-LINE) r T T T SHELTER FOOTING _ _--------------------- 1 DI 1 P 1 P---------------- 1 1 BEGIN SHELTER FOOTING WALL R07R 0+40.41 = GRA 23+16.95, RT 61.00' a 0 T T T PYLON �`%`% FOOTING i i I 1 1 IF D7----1 P I ' L 1 I I 1 1 1; UD UD UD UD UD =D END SHELTER FOOTING WALL R07R 0+59.34 = BEGIN PYLON FOOTING GRA 23+35.59, RT 61.00' J WALL R07R 0+68.34 = GRA 23+44.45, RT 61.00' z 0 O 00 0 0o W C) + firf +o C4 O + : : CD: : w o : : M Z z ( J J W U LL,Q J W W Q Q J W m W 00 W . EXISTING GROUND AT BACK OF WALL � GROUNDFINISHED AT BACK OF WALL 11 END PYLON FOOTING / WALL R07R 0+72.84 = GRA 23+48.87, RT 61.00' WALL R07R - PLAN-CIP CONC WALL TYPE COMBINED WALL AND BARRIER TOP OF WALL OM 0 Oc 0 z H00 0 LL z+ 00 o+ ti �+ 0 0 0 w rn 0 } [)If o o z O � o CD 2 M Z J > U' > Uj 0 J w 0 W Q � J W m W W W T PEDESTRIAN GUARDRAIL, TYP 0 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 UD WALL UNDERDRAIN EXISTING GROUND PEDESTRIAN GUARDRAIL OR TRAFFIC BARRIER T — RETAINING WALL RIGHT-OF-WAY (EXISTING) ANGLE POINT WALL R07R 0+93.96 = RIGHT-OF-WAY (PROPOSED) GRA 23+69.66, RT 61.00' PROPERTY LINE (EXISTING) � END WALL R07R \ WALL R07R 1 +04.40 = GRA 23+79.50, RT 64.00' ' ' TEMPORARY CONSTRUCTION EASEMENT co 0 o N co co J > J W Q W \\ A T A TOP OF SIDEWALK & SHELTER FOOTING ELEV 31.33 ELEV 31.39 ELEV 31.45 ELEV 31.47 ELEV 31.49 ELEV 31.55 ELEV 31.60 ELEV 31.22 3.......................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 30 0' 5' 10, ELEV 29.47 ELEV 29.60 ELEV 29.22 ELEV 29.33 —/ ELEV 29.3'9 SHELTER ELEV 29.44 ELEV 29.48 ELEV 29.53 PYLON BOTTOM OF WALL HORIZONTAL SCALE LIGHT POLE FOOTING FOOTING :FOUNDATION 0' 2.5' 5' ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 27 27 -0+10 0+00 0+20 TYP 0+40 ' 0+60 0+80 1+00 1+10 WALL R07R - DEVELOPED ELEVATION-CIP CONC WALL DEVELOPMENT ENGINEERING VERTICAL SCALE CALL 811 BEFORE YOU DIG TYPE COMBINED WALL AND BARRIER Michael Sippo 09/11/2024 VASO ' R-4214229 DESIGNED: APPROVED: METRO TRANSIT CAPITAL DIVISION DATE: AD -READY SUBMITTAL ' JUNE 2024 M. D H. AWN: G. FRANCO RAP I D RI D E I LINE (425) 453-5000 Q� of \V�s�`9� DRAWN: LQ � 1100 112TH AVE NE, SUITE 500 BELLEVUE, WA 98004 ° King County _ � H. D'ACCI CHECKED: PROJECT NO: R E N TO N SEGMENT DRAWING NO: 5721 X.Wu E00566E18 METRO RETAINING WALL PLAN AND ELEVATION 1 R1.05 SIQNREVISION BY APP'D DATE AL E1� CHECKED: CONTRACT N0: WALL R07R SHEET NO: OF o. 0611112024 251 473 K. CHANG YUEN CXXXXXXXX r N O 0 W a z O z w I J x a z O z w rK z O w J w J J Q FL Uj r' a O N N a Z O H Z W �I x a Z O F- LU ry ry I 0 X 3 z O z w I z O Q a z O z w ry �I O x a z 0 Q x a O a O H x z O z w 0 X co 0 m > N N a 0 co z o w w CD a i2: ca a J O N o � NI r' o w 0 77 O m U � J 0 M L. o m Y a � m� LO M UI o UI � o� =) o N U w w 8 0 x �I�wC7 0-0 w Q U a x AP WALL R08L 0+11.60 = CAR 43+99.20, LT 43.69' BEGIN WALL R08L WALL R08L 0+00.00 = CAR 43+87.86, LT 43.69' LIGHT POLE FOUNDATION BEGIN PYLON FOOTING WALL R08L 0+21.67 = CAR 44+09.05, LT 43.58' END PYLON FOOTING - /WALL R08L 0+26.17 = AP / PC CAR 44+13.45, WALL R08L 0+61.38 = EXISTING AP/PT CAR 44+47.87 LT 43.54' WALL R08L 1+39.58 ROW = a LTL�43.6` �) CAR 45+24.31, LT 43.71' ` %X.' i i r------J --1 PYLON `J i --+--- FOOTING .i BEGIN SHELTER FOOTING WALL R08L 0+35.17 = CAR 44+22.25, LT 43.51' R1,260.50WALL R08L - \ �--- , --- -- \ ------ LAYOUT LINE --RETAINING - -WALL FOOTING =4_ SHELTER END SHELTER FOOTING - ___ -__ - FOOTING WALL R08L 0+54.10 = CAR 44+40.75, LT 43.57' END WALL R08L WALL R08L 1 +51.95 = CAR 45+36.04, LT 40.62' 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 UD - WALL UNDERDRAIN EXISTING GROUND PEDESTRIAN GUARDRAIL OR TRAFFIC BARRIER RETAINING WALL RIGHT-OF-WAY (EXISTING) - - RIGHT-OF-WAY (PROPOSED) PROPERTY LINE (EXISTING) ' - 44+00 - - --- rQ_----- - 445+ TEMPORARY CONSTRUCTION EASEMENT (CAR -LINE) . . . . . . . . . . . zCq z . O Z. N O .......................... CD . ........... W Q �. 0 O Q �. Q W O O Q U)LO . 0 J U)ILL O O 00 Q Q �aLq 00 W Z� O, M M =OJO (/) M O Q U) J MM 00 U) J O 00 z J M J >- co z JCID H J U) 0...... O ti I:t O ti M...........W Q W J . W J �.J W................W J �j W J QJM O. J J J J m W.....Z Q W. J m W O O. W W . W Q W Z J M W J Q� W. J W < mw: ELEV 345.59 • ............................ELEV 344.59.:. ........ ................... .... ..................................................................... . . . ELEV 346.11 ELEV 346.80 ELEV 345.11 ELEV 344.80 ELEV 346.30 ELEV 345.30 . . PYLON . ..............................................................................................:.............................................................. FOOTING -0+20 0+00 0+20 LIGHT POLE FOUNDATION CALL 811 BEFORE YOU DIG AD -READY SUBMITTAL No. REVISION BY I APP'D I DATE WALL R08L - PLAN-CIP CONC WALL KC METRO TYPE COMBINED C� O 00 H.� 0. co + . . + 0 � Q Q i H ..... U) r F- J ti O J M 00 o m N _ O � J > Uj J W Q 3 W W W TOP OF WALL 347.47 ELEV 345.47 ELEV 347.02 LEV 345.02 0+40 ELEV 348.77 ELEV 347.77 ELEV 348.41....................................... ELEV 346.41 . SHELTER : . . FOOTING . . . . . . . 0+60 L0 rn 0 00 + O H U) O 00 N O W' LO cM J J W Q w 0+80 ELEV 349.63 ELEV 348.63 r . O 'Cox iM EXISTING GROUND AT BACK OF WALL BOTTOM OF WALL 1+00 TOP OF SIDEWALK & SHELTER FOOTING 1+20 WALL R08L - DEVELOPED ELEVATION-CIP CONC WALL KC METRO TYPE COMBINED (425) 453-5000 Jacobs 1100 112TH AVE NE, SUITE 500 BELLEVUE, WA 98004 N r Irm O r N V N M 0 O O 1 N a 0 cfl N 00 Lq O m co � . 365 O c O Q CV . J .00 1 NU) 00 M O, CO . HJ...................... 0 J Q .J ........... Q. or M ................ 360 mil. J Q W J Q W. W W ELEV 351.82 ELEV 350.82 1+40 DESIGNED: APPROVED: M. Ij H. UACCI G. FRANCO �U 1S�1�9� DRAWN: 1� _ H. UACCI CHECKED: PROJECT NO: w � 57217 2AL E��Cj�� X. WU E00566E18 NAL E1� CHECKED: CONTRACT NO: 0611112024 K. CHANG YUEN CXXXXXXXX A7 ELEV 352.26 -�350 LEV 351.26 1+60 0' 10, 20' HORIZONTAL SCALE 0' 5' 10, DEVELOPMENT ENGINEERING VERTICAL SCALE Michael Sippo 09/11 /2024 :0:1 R-4214230 METRO TRANSIT CAPITAL DIVISION DATE: RAPIDRIDE I LINE JUNE2024 King County RENTON SEGMENT DRAWING NO: METRO RETAINING WALL PLAN AND ELEVATION 1 R1.06 WALL R08L SHEET NO OF 252 473 r N 0 0 W Imm WIN N 0 W J boo CC) J w Cl)§E 0 o U ljj o m X 7- C Leo cli CS cal o �I x w 0 o N 0 CDU � o m a) � F- U 0 0 Y 3: w v> 3F-wC7 0-0 w Q U a X TOP OF WALL 3" ABOVE FINISHED GRADE RESTORE SURFACE TO ORIG OR BETTER CONDITION UNDISTURBED SOIL OR COMPACTED NATIVE SOIL OR STRUCT FILL IF NEEDED — 4 - 6 QUARRY SPALLS 4 SCHED 40 PERFORATED PVC PIPE FOR WALLS HIGHER THAN 3'-0" �O1S 1" MINUS WASHED ROCK �— FILTER FABRIC & DRAIN PIPE FOR WALLS HIGHER THAN T-0" — (2) #5 (4) #5 #4 @ 12" W/ 3" COVER UNDISTURBED SOIL WALL LAYOUT LINE REBAR OVERLAPPING WALL LAYOUT LINE LENGTH 2'-0" REBAR 1'-0" 8" 511PEDESTRIAN 3/4" CHAMFER FOR ALL EXPOSED '_6,1 GUARDRAIL SIDEWALK OR SIDEWALK OVERLAPPING * EXTENSION PER CITY STD DETAIL LENGTH 2 0 10 2 EDGES #4 N F_ @ 12" OC BEYOND THE THICKENED EDGE #4 @ 12" OC EW ALIGNED W/ VERT REINF VARIES SHOWN VARIES • #5 @ 12" EW W/ 3" COVER, SEE - //\\/� TYPICAL CORNER DETAIL ON SHEET N SIDEWALK OR SIDEWALK `9 \ EXTENSION PER CITY STD 1 R2.02 FOR REBARS AT ALL CORNERS J 1 ° \, #4 @ 12" OC 1 \ DETAIL BEYOND THE THICKENED REINF BARS CONT BTWN WALL OR \ - ° �\//\� (5) #4 EDGE SHOWN CURB & FTG OR SIDEWALK, 0 2X4 KEY DOWELLING WALL OR CURB TO FTG Q = Q Q 10" THICK CONC \\/\\ STRUCTURAL FILL /j\\jj\ SHALL NOT BE ACCEPTABLE o = �j w --6�, RETAINING WALL ° \�//\� STRUCTURE FILL \\\ :;:t (D w � - 4" TO 6" QUARRY SPACES w w zo #5 @ 12" OC VERT SEE NOTE Jco= Q DAYLIGHT TO ��//� FILTER FABRIC Q w J > LANDSCAPED AREA ' • VARIES _ 1" MINUS WASHED ROCK ' // // •• :,,: 1" MINUS WASHED ROCK w w #4 @ 8" OC HORIZ : ~�• ;••; 4" Qi PERFORATED PIPE, SEE PLANS VARIES = � :�'- \� 4" 0 PERFORATED PIPE, SEE PLANS J .;• ;rY;;::: /,\i FOR / ,:..�:'—:• Q , FOR DAYLIGHTING REQUIREMENTS / DOWELS // ° / () 5 \/• • • • \�%\\%\\%\\% � > \\\\ \ � \%\\� FILTER FABRIC 2X4 KEY #5 \ \/\\ \/ @ 10" OC � \ (3) #5\�\\/�\\/�\\/�\\/�\\/�\\/�� 4" - 6" QUARRY SPACES \�\/��\/, c:� 1'-3" 1'-6" 6" SIDEWALK OR SIDEWALK 1'-1" * 1'-8" * EXTENSION PER CITY STD DETAIL BEYOND THE THICKENED EDGE *DIMENSION FOR WALL R06R ONLY TO SHOWN ACCOMMODATE 2" MAX ARCH RELIEF \/%/%/%///%/%/%/%//\�/%/%/%/%//\�/%/%/%/% %/%/%/ �// // // // // // r / / THICKNESS.r\r�\r�,�\r\\r\\r\\r\\r\\r�\r�\r\\r\ #6 REBAR @12 OC 5'-011 81, CIP CONC WALL COMBINED RETAINING WALL - SIDEWALK SECTION ('_A� SCALE: NTS 1 R1.02,1 11111.04,111 R1.06 TOP OF WALL 3" ABOVE FINISHED GRADE RESTORE SURFACE TO ORIG OR BETTER CONDITION UNDISTURBED SOIL OR COMPACTED NATIVE SOIL OR STRUCT FILL IF NEEDED — 4 - 6 QUARRY SPALLS 4" SCHED 40 PERFORATED PVC PIPE FOR WALLS HIGHER THAN J -U 1" MINUS WASHED ROCK r \' FILTER FABRIC & DRAIN PIPE FOR WALLS HIGHER THAN 3'-0" (2) #5 UNDISTURBED SOIL (2) #5 WALL LAYOUT LINE 1'-0" 8" 101, * 3/4" CHAMFER FOR ALL EXPOSED EDGES #5 @ 12" EW W/ 3" COVER, SEE TYPICAL CORNER DETAIL ON SHEET 1 R2.02 FOR REBARS AT ALL CORNERS REINF BARS CONT BTWN WALL OR CURB & FTG OR SIDEWALK, X DOWELLING WALL OR CURB TO FTG < SHALL NOT BE ACCEPTABLE - z 0 0 SEE NOTE w w w = w w J C0 Q C Uj VARIES Of 1'-3" *DIMENSION FOR WALL R06R ONLY TO ACCOMMODATE 2" MAX ARCH RELIEF THICKNESS. 0 N SEE TYPICAL STATION SECTIONS FOR SHELTER OR PYLON FOOTING DETAILS. RE CIP CONC WALL COMBINED RETAINING WALL - 2'-0" SHELTER OR PYLON FOOTING SECTION SCALE: NTS 1 R1.0291 R1.0411 R1.06 CIP CONC WALL COUNTERFORT WALL WITH INTEGRATED SIDEWALK SECTION SCALE: NTS 1 R1.01 5" PEDESTRIAN GUARDRAIL TYPE 1 WALL LAYOUT LINE 10" THICK CONC a, RETAINING WALLLO z #5 @ 12" OC VERT - _0 DAYLIGHT TO w LANDSCAPED AREA C/) J J � G7 LU #5 @ 12" OC R/ j DOWELS 2X4 KEY (3) #5 ,--- WALL LAYOUT LINE 5" — PEDESTRIAN GUARDRAIL TYPE 1 — TOP OF WALL 2'-6" N #4 N @ 12" OC X Q ALIGNED W/ VERT REINF 0 z z0 2"x4" KEY o LU DAYLIGHT TO `\' w LANDSCAPED AREA = Iw EXISTING GROUND J CO (VARIES) w , #5 REBAR @ 12" OC EW (TYP TO SIDEWALLS) 0 2'-0" (8) #6 CIP CONC WALL COMBINED OVER 2'-0" HIGH FILL WALL - SIDEWALK NOTE: SECTION IF WALL/FTG NOT CONSTRUCTED SCALE: NTS 1 R1.03 , MONOLITHICALLY, ROUGHEN TOP SURFACE OF SLAB UNDER WALL CLEAN AND COAT WITH CONC EPDXY BONDING V-8 1/2" SHELTER LEG COMPOUND OR PRODUCE A 1" D X 4" W 6 3/4" CONTINUOUS KEYWAY. SEE SITE PLAN FOR TRIM REINF AROUND SHELTER SEE TYPICAL STATION SECTIONS LOCATION OF CONDUIT SHOE BEARING BLOCKOUT FOR SHELTER OR PYLON SEE KC METRO STANDARD FOOTING DETAILS VARIES DRAWING D101C FOR SHELTER FOOTING DETAILS NOT SHOWN. N #5 @ 12" OC 1 PREMOLDED JOINT FILLER -- \ STRUCTURAL FILL 4" TO 6" QUARRY SPALLS FILTER FABRIC ----�- :: / 1" MINUS WASHED ROCK 4" 0 PERFORATED PIPE, SEE PLANS FOR DAYLIGHTING REQUIREMENTS (6) #5 #5 @ 10" OC CIP CONC WALL 0 COUNTERFORT WALL WITH F50 SHELTER FOOTING SECTION SCALE: NTS 1 R1.01 DESIGNED: APPROVED: AD -READY SUBMITTAL P, M. H. D'ACCI G. FRANCO (425) 453-5000 Q of w�s�1�9� DRAWN: 1100 112TH AVE NE, SUITE 500 BELLEVUE, WA 98004 D.ARRANTS CHECKED: PROJECT NO: 57217 AL ��G��w X. WU E00566E18 �'SIQNAL �1J� CHECKED: CONTRACT N0: No. REVISION BY APP'D DATE 06/11/2024 K. CHANG YUEN CXXXXXXXX SIDEWALL STRUCTURAL FILL 1" MINUS WASHED ROCK 4 0 PERFORATED PIPE, SEE PLANS FOR DAYLIGHTING REQUIREMENTS FILTER FABRIC 4" - 6" QUARRY SPALLS — - WALL LAYOUT LINE PEDESTRIAN GUARDRAIL TYPE 1 & SHELTER LEG TOP OF WALL z 0 = Q = w C� w w w = w J Cn J C/) w CIP CONC WALL COMBINED OVER 2'-0" HIGH FILL WALL - SHELTER OR PYLON FOOTING DEVELOPMENT ENGINEERING SECTION (f�� ` SCALE: NTS 1 R1.03 Michael Sippo 09/11 /2024 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE LQ King County MET RENTON SEGMENT RETAINING WALL DETAILS R-4214231 DATE: JUNE 2024 DRAWING NO: 1 R2.01 SHEET NO: OF 253 473 41 r N qT 1 O 1 W H N 0 N 7 0 a J o -on C J w co CD oU Uj o m X 7 - (.0 C�� L N o CDo cal o �I w 0 O N 0 0 0 a) o m a� � c � U p Y U) U_ 0-0 w Q 0 a X 3/4" CHAMFER HMA SEE PAVING PLANS FOR DETAILS UNDISTURBED SOIL OR COMPACTED NATIVE SOIL OR STRUCT FILL IF NEEDED 4" - 6" QUARRY SPALLS REINF BARS CONT BTWN WALL & FTG OR SIDEWALK, DOWELLING WALL TO FTG SHALL NOT BE ACCEPTABLE 4" SCHED 40 PERFORATED PVC PIPE FOR WALLS HIGHER THAN 3'-011 1" MINUS WASHED ROCK WALL LAYOUT LINE 12" PEDESTRIAN GUARDRAIL 1'-6" TALL 2" MAX ARCH RELIEF THICKNESS #5 AT 12" SPA. #4 AT 12" MAX. SPA., TYP. - SEE NOTE 2% X cQ G 0 z O_ _ ~ Q > = w C� w w w = w J cf) J U Q w Q FILTER FABRIC &DRAIN PIPE __J��•`��\\/��\\��\\��\\�� ice\\ice\\ice\\i i�\\/i�\\ice\\\i� �\\r�\ice\\\%r��'�%� S I D EWALK OR SIDEWALK FOR WALLS HIGHER THAN 3-0 EXTENSION PER CITY STD 3'-011 1'-6" 611 DETAIL BEYOND THE THICKENED EDGE SHOWN CIP CONC WALL COMBINED RETAINING WALL AND BARRIER - SIDEWALK SECTION NOTE: SCALE: NTS 1 R1.05 3/4" CHAMFER HMA SEE PAVING PLANS FOR DETAILS UNDISTURBED SOIL OR COMPACTED NATIVE SOIL OR STRUCT FILL IF NEEDED 4" - 6" QUARRY SPALLS - REINF BARS CONT BTWN WALL & FTG, DOWELLING WALL TO FTG SHALL NOT BE ACCEPTABLE 4" SCHED 40 PERFORATED PVC PIPE FOR WALLS HIGHER THAN 3'-011 z Co � 1" MINUS WASHED ROCK - 0 N 1'-011 WALL LAYOUT LINE 12" PEDESTRIAN GUARDRAIL 1'-6" TALL 2" MAX ARCH RELIEF THICKNESS #5 AT 12" SPA. Q 75 0 #4 AT 12" MAX. SPA., TYP. - SEE NOTE 2% 0 N 2 ~ Q > = w C� w w w = w J c/) J U w PEDESTF RET) PEDESI POLE F, IF WALL/FTG NOT CONSTRUCTED MONOLITHICALLY, ROUGHEN TOP SURFACE OF SLAB UNDER WALL CLEAN AND COAT WITH CONC EPDXY BONDING COMPOUND OR PRODUCE A 1" D X 4" W CONTINUOUS KEYWAY. FILTER FABRIC & DRAIN PIPE 1 11 FOR WALLS HIGHER THAN 3 -0SEE TYPICAL STATION SECTIONS FOR SHELTER OR PYLON FOOTING DETAILS. CIP CONC WALL - COMBINED RETAINING WALL AND BARRIER - 2'-0" SHELTER OR PYLON FOOTING SECTION rB� SCALE: NTS 1 R1.05 AD -READY SUBMITTAL No. I REVISION BY I APP'D I DATE LIGH FOUI SIDEWAI P')r r%r'nT P')I A AI I I/-%1 1T Mf-NI r -MOLDED JOINT FILLER SIDEWALK DNAL TOP & RS ADJACENT ►CKOUT, TYP FILL RETAINING WALL AT LIGHT POLE DETAIL SCALE: NTS ADJACENT TO BLOCKOUT, TYP nrnrSTRIAN DRAIL i VG WALL T FILLER CUT RETAINING WALL AT LIGHT POLE DETAIL SCALE: NTS so co(425) 453-5000 1100 112TH AVE NE, SUITE 500 BELLEVUE, WA 98004 SIDEWALK PREMOLI JOINT FIl BLOCKOUT FOR PEDESTRIAN LI( POLE FOUNDAT ADDITIONAL TO[ BOT BARS ADJAI TO BLOCKOUT, DESIGNED: APPROVED: M. Ij H. D'ACCI G. FRANCO \U 1S�1�9� DRAWN: 1� _ D.ARRANTS CHECKED: PROJECT NO: W � 57217 2AL X. WU E00566E18 NAL E1� CHECKED: CONTRACT NO: 0611112024 K. CHANG YUEN CXXXXXXXX 1/2" PREMOLDED Ir11AIT CL EXPANSION JOINT (`(IAA mim RPTAINIINI(, V1/01 I R. rnhApimm Rr:TAINIINI(, VV01 I R. V L L V V I I Y I 1\ L V LrIL DETAIL, TYP EXPANSION JOINT DETAIL vv I I vlvl vl I I v EXPANSION JOINT ELEVATION SCALE: NTS NOTE: REINFORCING NOT SHOWN. CUT WALL SHOWN, FILL WALL SIMILAR. JOINT ADJACENT TO FOOTING SHOWN, JOINT BETWEEN WALL SECTIONS SIMILAR. SECTION SCALE: NTS LQ King County METRO CL JOINT JOINT REVEAL DETAIL SECTION (C� SCALE: NTS nrinir-ORCING =CTION #5 HORIZ. L 3'-6" X 3'-6" @ 8" O.C. REDUCE SPACING TO 4" O.C. FOR WALLS OVER 12'-0" IN LENGTH VERT. REINFORCING PER WALL SECTION RETAINING WALL TYPICAL CORNER DETAIL SCALE: NTS R-4214232 METRO TRANSIT CAPITAL DIVISION DATE: RAPIDRIDE I LINE JUNE2024 RENTON SEGMENT DRAWING NO: RETAINING WALL DETAILS 1 R2.02 SHEET NO: OF 254 473 N M 0 O O 1 N a Cl) O N 7 O a M 00 O N 00 Cl) O CO O 7 co LO Cl) ti LO O U X O M O O 4J 0 �I U X O p Z J W LU U a X m E � o N I� O NI O r' W p O N U O m � 0 C U p Y LLJ (n LLL W W CD Q a X 2i v 0 N 7 O a M 00 O N 00 Cl) O CO O 7 co LO Cl) ti LO O U X O M O O 4J 0 �I U X O p Z J W LU U a X m E � °O o N I� O NI O r' W p O rr, N U O m � 0 C U p Y LLJ (n LLL W W a Q X 2i 7 ƒ k \ c z w 0 5 k \ 0 \ ƒ \ k \ 0 z ƒ -' \ \ 0 \ ƒ \ k 0 z ƒ ±� g x \ 0 LL z / ƒ & x \ 0 z ƒ 4� 0 * x k % 0 a J 9 \ k 2 0 z ƒ z� ƒ / 2 9 x ƒ 0 \ ƒ \� E k \ / z ƒ ƒ� x k 2 0 / x k \ ry CO J 9 & G \ 0 z ƒ z� 0 / 9 x \ k CO 0 \ / 3 � ƒ \ / % CN CO Ea /\/\ sg6% %</0 p>,2o C5 0 2m3E J5\ \\/3 /\ @�/\ 3 2 § /\ \6k3 \SF- L LLI \ \ƒ< 6a_xk 7 ƒ k \ c z w 0 5 k \ 0 \ ƒ \ k \ 0 z ƒ -' \ \ 0 \ ƒ \ k 0 z ƒ ±� g x \ 0 LL z / ƒ & x \ 0 z ƒ 4� 0 * x k % 0 a J 9 \ k 2 0 z ƒ z� ƒ / 2 9 x ƒ 0 \ ƒ \� E k \ / z ƒ ƒ� x k 2 0 / x k \ ry CO J 9 & G \ 0 z ƒ z� 0 / 9 x \ k CO 0 \ / 3 � ƒ \ / % CN CO Ea /\/\ sg6% %</0 p>,2o C5 0 CU a) R5\ \\/3 /\ @�/\ 3 2 § /\ \6k3 \SF- L LLI \ \ƒ< 6a_xk 7 ƒ k \ c z w 0 5 k \ 0 \ ƒ \ k \ 0 z ƒ -' \ \ 0 \ ƒ \ k 0 z ƒ ±� g x \ 0 LL z / ƒ & x \ 0 z ƒ 4� 0 * x k % 0 a J 9 \ k 2 0 z ƒ z� ƒ / 2 9 x ƒ 0 \ ƒ \� E k \ / z ƒ ƒ� k k 2 0 / x k \ ry CO J 9 & G \ 0 z ƒ z� 0 / 9 x \ k CO 0 \ / 3 � ƒ \ / % CN CO Ea /\/\ sg6% %</0 p>,2o C5 0 »& E _l..�\ \\/3 ///\ @�/\ 3 2 § /\ \6k3 \SF- L LLI \ \ƒ< 6a_xk 7 ƒ k \ c z w 0 5 k \ 0 \ ƒ \ k \ 0 z ƒ -' \ \ 0 \ ƒ \ k 0 z ƒ ±� g x \ 0 LL z / ƒ & x \ 0 z ƒ 4� 0 * x k % 0 a J 9 \ k 2 0 z ƒ z� ƒ / 2 9 x ƒ 0 \ ƒ \� E k \ / z ƒ ƒ� x k 2 0 / x k \ ry CO J 9 & G \ 0 z ƒ z� 0 / 9 x \ k CO 0 \ / 3 � ƒ \ / % CN CO Ea /\/\ sg6% %</0 p>,2o C5 0 CU y—± \\/\ ///\ CZ) 3 2 § /\ LLI \6k3 \SF- L \ \ƒ< 6a_xk 7 ƒ k \ c z w 0 5 k \ 0 \ ƒ \ k \ 0 z ƒ -' \ \ 0 \ ƒ \ k 0 z ƒ ±� g x \ 0 LL z / ƒ & x \ 0 z ƒ 4� 0 * x k % 0 a J 9 \ k 2 0 z ƒ z� ƒ / 2 9 x ƒ 0 \ ƒ \� E k \ / z ƒ ƒ� k k 2 0 / x k \ ry CO J 9 & G \ 0 z ƒ z� 0 / 9 x \ k CO 0 \ / 3 � ƒ \ / % CN CO Ea /\/\ sg6% %</0 p>,2o C5 0 223E \\/3 ///\ CZ) 3 2 § /\ LLI \6k3 \SF- L \ \ƒ< 6a_xk 7 ƒ k \ c z w 0 5 k \ 0 \ ƒ \ k \ 0 z ƒ -' \ \ 0 \ ƒ \ k 0 z ƒ ±� g x \ 0 LL z / ƒ & x \ 0 z ƒ 4� 0 * x k % 0 a J 9 \ k 2 0 z ƒ z� ƒ / 2 9 x ƒ 0 \ ƒ \� E k \ / z ƒ ƒ� k k 2 0 / x k \ ry CO J 9 & G \ 0 z ƒ z� 0 / 9 x \ k CO 0 \ / 3 � ƒ \ / % CN CO Ea /\/\ sg6% %</0 p>,2o C5 0 CU =1y5± \\/\ ///\ CZ) 3 2 § /\ LLI \6k3 \SF- L \ \ƒ< 6a_xk 7 ƒ k \ c z w 0 5 k \ 0 \ ƒ \ k \ 0 z ƒ -' \ \ 0 \ ƒ \ k 0 z ƒ ±� g x \ 0 LL z / ƒ & x \ 0 z ƒ 4� 0 * x k % 0 a J 9 \ k 2 0 z ƒ z� ƒ / 2 9 x ƒ 0 \ ƒ \� E k \ / z ƒ ƒ� k k 2 0 / x k \ ry CO J 9 & G \ 0 z ƒ z� 0 / 9 x \ k CO 0 \ / 3 � ƒ \ / % CN CO Ea /\/\ sg6% %</0 p>,2o C5 0 CUCO 0 \\/3 ///\ @�/\ 3 2 § /\ \6k3 \SF- L LLI \ \ƒ< 6a_xk Q c� X En a 0 Z w U w J X z O z w �I X z O z w JI X z O z w Of I w X a z O z w ry ry X a 0 LL z J w U Q X a Z O z w ry i�:I O X a O N N C2 a z O z w ry I z z Q U z X 3 Z O 71 z w ry }I 0 X 3 a z O z w ry >I X 3 a Z 0 J ry X a c 0 c 0 00 CN N N 00 Z O z w ry I z O X C0 O ~� 0 a co X J O 7p 0 _ N O O N �I � w o� cc) M r 00 w CD 0 � 2 o � CoY (D> f o �(z I LO Fz ry,_ � Y Ev0 N O CO OCD ~ o N U -0 F a o w C w Cu c o a = Y i�: w vi �I LU F- L w Q U a X 2E AD -READY SUBMITTAL No. I REVISION BY I APP'D I DATE s. LAKE AVE S (LAK-LINE) p I PLAN -STATION 59842 (OB (425) 453-5000 1100 112TH AVE NE, SUITE 500 ,jacobsBELLEVUE, WA 98004 DESIGNED: A. VILLAR DRAWN: C. WILCOX CHECKED: B.MANN CHECKED: K. CHANG YUEN J�C� S 7TH ST �P Lu LAKE AVE S Q S GPO LOCATION MAP STATION 59842 (OB) TEMPORARY RAPIDRIDE STATION TO BE CONSTRUCTED BY METRO (NO SURVEY AVAILABLE) 411111110 APPROVED: G.FRANCO PROJECT NO: E00566E18 CONTRACT NO: CXXXXXXXX - dr IV 12+00 LIQ King County METRO STATION GENERAL NOTES 1. SEE SHEET 1S1.00 FOR STATION GENERAL NOTES AND LEGEND. STATION NOTES 0 EXISTING STATION. MODIFY SIGN TO I LINE STATION 20 SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 AND FOOTING DETAILS 0TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 AND FOOTING DETAILS 40 PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 OSTEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 OF50 SHELTER FOOTING WITH STEM WALL PER DETAIL ON SHEET 1 R2.03 0 F50 SHELTER FOUNDATION PER METRO STD DETAIL D101C Og CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 105.02 O9 SHELTER OR PYLON FOOTING WITH THICKENED EDGE PER DETAIL B ON SHEET 105.02 10 F50 SHELTER FOOTING WITH THICKENED EDGE PER DETAIL C ON SHEET 105.02 11 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 105.02 12 SHELTER OR PYLON FOOTING WITH INTEGRAL CURB PER DETAIL E ON SHEET 105.02 13 GATE IN PEDESTRIAN GUARDRAIL PER TYPCAL STATION DETAIL D ON SHEET 1S6.02. GB31 SHELTER FOOTING PER METRO STD DETAIL D103 0' 5' 10, DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 SCALE: 1" = 5' R-4214242 METRO TRANSIT CAPITAL DIVISION DATE: RAPIDRIDE I LINE I JUNE2024 RENTON SEGMENT DRAWING NO: STATION PLAN 1S1.07 D# 59842 SHEET NO: OF 264 473 N M O O O 9 r N a O N O O O N N a 1j Q c� X a 0 Z w U w J X z O z w X z O z w JI X z O z w Of I w X a z O z w ry r' 0 X a 0 LL z J w U Q X a Z O F- z w ry i�:I O X O N N C2 a z O F- z w ry z z Q U z v> x a z O F- z w ry 0 x a z O z w ry x 3 a Z 0 J Q x ry c 0 c 0 00 CN N N 00 Z O z w ry I z O F- Q C9 x o a C0 O a O 0 FT c co x J O 7C? o N O O N �I � w o � cc) M r m w CD 0 � 2 o � m Y (� L 0 C _ M - a) =1 N �E Y E O N O CO OCD ~ L o N U -0 = � F a o w C _0w `° a in (O E X F- L W w Q C� U a X 2E 12+00 %./ I / \ 1 1\J1 \ V%/VV%J `I LJI TEMPORARY RAPIDRIDE STATION TO BE CONSTRUCTED BY METRO (NO SURVEY AVAILABLE) p LAKE AVE S (LAK-LINE) PLAN -STATION 55938 (IB) S 7TH ST CD LAKE AVE S I~— LOCATION MAP STATION GENERAL NOTES 1. SEE SHEET 1S1.00 FOR STATION GENERAL NOTES AND LEGEND. STATION NOTES 0 EXISTING STATION. MODIFY SIGN TO I LINE STATION 20 SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 AND FOOTING DETAILS 0TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 AND FOOTING DETAILS 40 PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 OSTEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 OF50 SHELTER FOOTING WITH STEM WALL PER DETAIL ON SHEET 1 R2.03 0 F50 SHELTER FOUNDATION PER METRO STD DETAIL D101C Og CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 105.02 Og SHELTER OR PYLON FOOTING WITH THICKENED EDGE PER DETAIL B ON SHEET 105.02 10 F50 SHELTER FOOTING WITH THICKENED EDGE PER DETAIL C ON SHEET 105.02 11 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 105.02 12 SHELTER OR PYLON FOOTING WITH INTEGRAL CURB PER DETAIL E ON SHEET 105.02 13 GATE IN PEDESTRIAN GUARDRAIL PER TYPCAL STATION DETAIL D ON SHEET 1S6.02. GB31 SHELTER FOOTING PER METRO STD DETAIL D103 N 0' 5' 10, LDEVELOPMENT ENGINEERING [j)] Sippo 09/11 /2024 SCALE: 1" = 5' R-4214243 DESIGNED: APPROVED: METRO TRANSIT CAPITAL DIVISION DATE: AD -READY SUBMITTAL ' JUNE 2024 �. A. VILLAR G. FRANCO RAPIDRIDE I LINE (425) 453-5000 �� ®g w DRAWN: Jacobs1 100 1 12TH AVE NE, SUITE 500 � • BELLEVUE, WA 98004 ®x� C. WILCOX LQ King County CHECKED: PROJECT NO: R E N TO N SEGMENT DRAWING NO: �®�54834 B. MANN E00566E18 METRO STATION PLAN 1S1.08 ssj®Nis AL6/12/24 CHECKED: CONTRACT N0: SHEET N0: OF No. REVISION BY APP'D DATE I D# 55938 K.CHANG YUEN CXXXXXXXX 265 473 00 N r O O r N N M O O O 9 r N a O t0 N O O O 9 N N a 1j Q U X 3 Z qT W CD w Tm J X N T z O 0 L z w F-� 0 X LV z 0 F- z W J X z 0 F- z w J W X z 0 F- z w 0 X 0 w z J w U Q X Z 0 F— Z W 0 X 0 (Vcli N O Z O F— Z w ry z z Q U Z X z 0 z W C1 X z 0 F- z w ry X Z 0 J Q X 3 c 0 m N N M O Z O z w z i O F— Q X rn O U) 0 O 0 FT � X J O O N O O (V W c_ oa_ w CO 0 Cl) � m � W O > O 0 ti o p Se0 o K 0') o ��-_ �i o [a !E M j Ev0 c, (V O .� M NO ~ C o N U U) = —:- F— -0 a)w o w � = Y Y Cf) X LU c � � w w CD C)0-X� 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 u W GRA 23+14.00, 53.00' LT W W W ' BOS 28.82 W W W EX 28.81 • n p ° ° ° a o ° o l c p' , a ° To ; T. a a ° n a p a p Q a° .° .a , a. ° Ioa C d ° ° G W W C ------------ V W W W W W W W W W y W W W O v, W W V W V5 W V- W W 1 W W `Y W W �, W W W h W W 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 PROPOSED ROW (TYPICAL) GRA 23+14.03, 45.00' LT / BOS 28.66 BOS 28.70 EX 28.90 EX 28.93 GRA 23+24.16, 39.50' LT T T T _ C 28.65 FL 28.15— l _ 11 ^1 . - In - 7A1 1 T 1 VV LV.VI FL 28.17 s>�, CO ysT s GRADY WAY 07 O m I Or.ATIOKI KAAP C n ° GRA 24+00.95, 41.71' LT TOC 28.87 FL 28.37 STATION GENERAL NOTES 1. SEE SHEET 1S1.00 FOR STATION GENERAL NOTES AND LEGEND. STATION NOTES 0 EXISTING STATION. MODIFY SIGN TO I LINE STATION 20 SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 AND FOOTING DETAILS 30 TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 AND FOOTING DETAILS 40 PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 OSTEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 OF50 SHELTER FOOTING WITH STEM WALL PER DETAIL ON SHEET 1 R2.03 0 F50 SHELTER FOUNDATION PER METRO STD DETAIL D101C g0CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 105.02 90 SHELTER OR PYLON FOOTING WITH THICKENED EDGE PER DETAIL B ON SHEET 105.02 10 F50 SHELTER FOOTING WITH THICKENED EDGE PER DETAIL C ON SHEET 105.02 11 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 105.02 12 SHELTER OR PYLON FOOTING WITH INTEGRAL CURB PER DETAIL E ON SHEET 105.02 13 GATE IN PEDESTRIAN GUARDRAIL PER TYPCAL STATION DETAIL D ON SHEET 1S6.02. GB31 SHELTER FOOTING PER METRO STD DETAIL D103 23+00 —' S G R_ ADY WAY 0' 5' 10, (GRA-LINE) I - - - - 24+00 :0] DEVELOPMENT ENGINEERING PLAN - STATION 59841 (8) TIER 1 - - Michael S'pp° 09/11 /2024 SCALE: 1" = 5' ...................................................................................... FR-4214244 DESIGNED: APPROVED: METRO TRANSIT CAPITAL DIVISION DATE: AD -READY SUBMITTAL ONJUNE 2024 (425) 453-5000 �,�x.1�. A. VILLAR G. FRANCO RAPIDRIDE I LINE �'� ogw.�s�'� � 1 100 112TH AVE NE, SUITE 500 DRAWN: �'a ,JacobsBELLEVUE, WA 98004 �x C. WILCOX LIQ King County vo CHECKED: PROJECT NO: R E N TO N SEGMENT DRAWING NO: 1011 8ors8rs4$9 isB.MANN E00566E18 METRO STATION PLAN 1 S1.09 No. REVISION BY APP'D DATE ��i®NAL � 6/12/24 CHECKED: CONTRACT NO: I D# 59841 SHEET NO: OF K.CHANG YUEN CXXXXXXXX 266 473 U Q LL Z O z w 0� Q c� X z O z w Of LF X z O z w J X z O z w Of I w X 3 z O z w X z O z w ry 0 X 0 z J w U Q X z O z w ry z z Q U Z CQ X Z O z w ry z O X 3 O N N 02 z O z w ry 0 0 C (n m 61 N N C2 Z O z w �I O CO 0 J o, X co ai J ?� 0 � NI w 0 coLpm COLo > U c�Q�1 cn a . _ � co� C, >�o CU CD w w N O J V X Cl)o CDO N W O a O 0 X U) Lw 0-0 w Q C� U a X 2E 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 ('-PA 00+7R 0ti rA 1;A' PT 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 23+00 -I- 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 S GRADY WAY (GRA-LINE) CO JCS S� C6 S GRADY WqY vl 0 m 1¢ LOCATION MAP T P Q STATION GENERAL NOTES 1. SEE SHEET 1S1.00 FOR STATION GENERAL NOTES AND LEGEND. STATION NOTES 0 EXISTING STATION. MODIFY SIGN TO I LINE STATION 20 SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 AND FOOTING DETAILS 0TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 AND FOOTING DETAILS 40 PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 OSTEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 OF50 SHELTER FOOTING WITH STEM WALL PER DETAIL ON SHEET 1 R2.03 0 F50 SHELTER FOUNDATION PER METRO STD DETAIL D101C Og CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 105.02 O9 SHELTER OR PYLON FOOTING WITH THICKENED EDGE PER DETAIL B ON SHEET 105.02 10 F50 SHELTER FOOTING WITH THICKENED EDGE PER DETAIL C ON SHEET 105.02 11 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 105.02 12 SHELTER OR PYLON FOOTING WITH INTEGRAL CURB PER DETAIL E ON SHEET 105.02 13 GATE IN PEDESTRIAN GUARDRAIL PER TYPCAL STATION DETAIL D ON SHEET 1S6.02. GB31 SHELTER FOOTING PER METRO STD DETAIL D103 �db Y' +•D De C _-__,C r n 'p.�. pdD D' K .,d.. .. d V � c---D �D- p ';e Dy - y -y y y P. b e. y y py y y v v d•. p D Dd •, P e' D." d d Lf� C.d D .p dD d d I v p p y y y P oi'. • e�.' d' e p p D dP .. D. P �� G Ln- •_ �-__,e' p d D '• D d. P d D 10. n y y y D e. 'D � D p' D •p P d.. e P p' .'Pp: D.}}l p• � •d P P. Pw d I. P O y y y y y y y ,en.. 'D D'' d ..p D .D. p• P d d. I .D a •Q D I ID .�• .n• ..� � r De Pe P O I..d Ij p. •d D .P d I •. I d �� 'P'e .. d D �' ° P y LC� LC� p .d' D 'b. ..e..D. I' d` dl •I. e L '. .7 y P ''d°D d I A P P r •.. D 4 pd 0 00' R D° D .D.• D .. 23+6 e P'• C D D I e . e.. D e p L Lq ' DI. °. 66' 6 D I p GRA 1 T y .v y e '. ' ,.p. e• • . D .o ° - ,.. e . -0.3 /o BOS 31.54 D D D I W D D Q D• D D b P TOW ..e.d y y w •v y y 0 �. D . � . . - -0.3 /(] ° ° ' , d. - - C _ _D . I%. p . ,�D d ° . . d D ..° d D D. I> n,. � De D •p d p n � � r Y d P e D ° EX 33.74> � d � d v 00 epI D d .Q a p e p P• .. o _GRA 23+09.43, 61.00' RT W W W , > . BOS 31.37 W �. W �. �. �, L ° D Dd ' � , D . D • .. . D GRA 22+96.35 61.00' RT W EX32.76 W W �, W �' W W � W W W w De D. d BOS 31.34 W W W W W W u W GRA 23+79.50, 64.00' RT GRA 23+63.71, 61.00' RT W TOW 34.59 �" �- W �. '� W "' W ,BOS 31.61, EX 32.59 oq�� 3+16.95, 2 61.00' RT 3 GRA 23+48.87, L\OX 33 68 W W W W W W W W W TOW 32.10 W W p W W W W W 61.00 RT GRA 23+35.59, 61.00 RT W W W W W W W W EX 33.83 �� y W W BOS 31.39 1 R1,05 BOS 31.45 BOS 31.49 PROPOSED �/ W GRA 23+69.52, 1.58' RT W W p W W 0' 5' 10, Cyqff�22 +96.35, 61.58 RT TOW 34.79 TOW 34.97 TOW 35.10 ROW (TYPICAL) 4 W W BEGIN EX 32.84 EX 33.00 EX 33.10 END W W W W W W W W W W W W W W W DEVELOPMENT ENGINEERING' Michael Sippo 09/11 /2024 SCALE: 1" = 5' PLAN - STATION 55936 (OB) TIER 1 R-4214245 DESIGNED: APPROVED: METRO TRANSIT CAPITAL DIVISION DATE: AD -READY SUBMITTAL ' JUNE 2024 ��.. S. �, A. VILLAR G. FRANCO RAPIDRIDE I LINE (425) 453-5000 �� DRAWN: cob1 100 1 12TH AVE NE, SUITE 500 � � LQ • BELLEVUE, WA 98004 ®x� C. WILCOX King County CHECKED: PROJECT NO: R E N TO N SEGMENT DRAWING NO: ®ls834 $�� B. MANN E00566E18 MET STATION PLAN 1S1.10 No. REVISION BY APP'D DATE Al, SHEET NO: D# 55936 6/12/24 CHECKED: CONTRACT N0: N0: OF K.CHANG YUEN CXXXXXXXX 267 473 O N O O O 1 N N a U Q LL Z z Nw 0' c� X 0 z z W w Of I z 0 z w J X z 0 z w Of I w X z 0 z w X z 0 z w ry 0 X 0 z J w U Q a z 0 H Z w Z z Q 2 U Z CQ X Z 0 z w ry z 0 Q X 0 CV N C2 z 0 z w ry 0 X 0 ry m N N C2 z 0 z w ry 3 0 X z in c� o X c� J ?� 0) O a O NI w 0 � m COLCZ> CD > U c�Q�1 oo a� CD >�o CULO Lw (56 w N O J V X o CD O N W 0 o 0 X U) Lw 0-0 w Q C� U a X 2E 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 10 0' m 4.0' 11.0' TAL-B 34+81.93, 48.16' RT 7 TAL-B 35+02.90, 47.21' RT BOS 92.15 BOS 93.22 7 TAL-B 34+91.92, 47.71' RT EX 92.14 - - -EX 93.21 -BOS 92.67 y y y y y y - - TAL-B 34+81.76, 44.15' RT TAL-B 35+02.72, 43.22' RT y y y y y EX 92.45 - y y y y y y y y y BOS 92.13 TAL-B 34+77.76, 44.33' RT BOS 93.20 y y y y y y y y y y y y y y D y y y y EX 92.25 BOS 92.04 EX 93.32 y ° - y EX 92.04 TAL-B 35+06.73, 43.04' RT y -5 0% I ° D yy y d MATCH EXISTING BOS 93.52 _ - y d y y I EX 93.52 1 y ° l ' D .>. 8_0 I ° .>, b° p D ; D. • 6 . MATCH EXISTING }--- ---->-- o -o .D• I.. D L0�_ 0 I.b°, P,,. co N D. 5.0 % A. D ° ' �S TAL-B 34+77.50, 38.33' RT TOC 91.88 EX FL 91.39 TAL-B 35+06.46, 37.04' RT M MATCH EXISTING M TOC 93.37 M - M - M - EX FL 92.88 TAL-B 34+81.49, 38.16' RT 40.2' M M M Co SMITHERS AVE co co S IZ Cc �e0�Re Co s BENSONDRS TALBOT Rp S S PUGET DR 1 1 d d OS M M M M CS M M- M -0 MATCH EXISTING TOC 92.10 0 0 0, W W SD _ TAL-B 35+02.46, 37.22' RT EX FL 91.60 _ W W SD W EOX FL 92 68 C 93.17 W 0 W MATCH EXISTING CC - W J DOyp SD MATCH EXISTING _ Q - o oyp SD SS SD SgNp SD SS SD � O ONP SS SD SS SD ONp SS S� oyp oyp W LOCATION MAP y KI �� d 1 0 0 STATION GENERAL NOTES 1. SEE SHEET 1S1.00 FOR STATION GENERAL NOTES AND LEGEND. STATION NOTES U EXISTING STATION. MODIFY SIGN TO I LINE STATION 20 SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 AND FOOTING DETAILS 0TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 AND FOOTING DETAILS 40 PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 OSTEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 OF50 SHELTER FOOTING WITH STEM WALL PER DETAIL ON SHEET 1 R2.03 0 F50 SHELTER FOUNDATION PER METRO STD DETAIL D101C Og CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 105.02 0SHELTER OR PYLON FOOTING WITH THICKENED EDGE PER DETAIL B ON SHEET 105.02 10 F50 SHELTER FOOTING WITH THICKENED EDGE PER DETAIL C ON SHEET 105.02 11 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 105.02 12 SHELTER OR PYLON FOOTING WITH INTEGRAL CURB PER DETAIL E ON SHEET 105.02 (311GATE IN PEDESTRIAN GUARDRAIL PER TYPCAL STATION DETAIL D ON SHEET 1S6.02. GB31 SHELTER FOOTING PER METRO STD DETAIL D103 Oyp SS � S BENSON DR S (SR 515) 0 _--__ _Np _ _ - S 34 = 5, 10' 35+00 (TAL-6-LINE) - O oyp\ DEVELOPMENT ENGINEERING ; � I T S / Michael Sippo 09/11 /2024 T PLAN - STATION 59934(OB)TIER 3 SCALE: 1" = 5' R-4214246 DESIGNED: APPROVED: METRO TRANSIT CAPITAL DIVISION DATE: AD -READY SUBMITTAL 1,wi b ' JUNE2024 �. (425) 453-5000 A. VILLAR G. FRANCO RAPIDRIDE I LINE �� ®gwp��.�'� co 1100 1 12TH AVE NE, SUITE 500 DRAWN: � BELLE-UE, WA 98004 ®x� C. WILCOX King County CHECKED: PROJECT N0: LQR E N TO N SEGMENT DRAWING N0: �®�54834 B. MANN E00566E18 METR STATION PLAN 1S1.11 is ssj®NAL�� 6/12/24 CHECKED: CONTRACT N0: SHEETNO: OF No. REVISION BY APP'D DATE I D# 59934 K.CHANG YUEN CXXXXXXXX 268 473 00 N r O O r N V U Q LL Z O z W ry o� ry Q C� X 3 Z O z W ry CO Z O z W ry J X 3 Z O z W J W X 3 Z O z W X 3 Z O Z W ry 0 X 3 O z J W U Q d X 3 Z O z W ry i z z Q U Z X Z O z W ry z O Q X 3 O Cl? CF) N N 02 Z O z W ry 0 X CO c 0 c a> m N N Z O z W �I O X N � Z CO C7 J o X a co ai J ?� O N a O � NI ry W 0 W' co Cl) m L O > U c�Q�1 cn a . r-- m rn Lf") E 70 O Q > p col N 2-7 W !E ( W N O J N X o CD CD N O o O -6 O a 0 O X 2 W (n �I LL 0-0 W Q U a X 2E U Q LL X Z z Nw 0' c� X z 0 o W z w Of X i� z O z w J X z O z w Of I J w X i3A z O z w X iz�) z O z w Ir 0 X O z J LU U Q X �A z O z w I z z Q U Z Cn X Z O Z w ry Z O Q Cl? X z� O Cl? C) CV N C2 Z� Z O z w ry }I 0 X 0 m N N C2 z O z w �I O i� .z CO o X a co J ?� 0) CD NI w 0 co'pm COLo 0 > U c�Q�1 Ln a r` no a) CD >�o cal w !ELo(D w N O J V X o CD O N a) O Iz ��O 0 X c!) Lw 0-0 w Q C� U a X 2E 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 a-� 71 71 �� -A -A T • P V • > D p � T \ �I �I D p D � a ° pD �o PROPOSED ROW (TYPICAL) r - � 1 C6.09 EXISTING UTILITY POLE TO REMAIN EXISTING JUNCTION ri TAL-21 26+02.74, 28.84' LT BOX TO REMAIN BOS 193.51 EX 194.29 TAL-21 25+91.73, 28.86' LT ,,, BOS 193.94 C/) EX 194.63 16.1' I 5.0' 11.0' 10.0' 4.0' 5.5' / TAL-21 25+86.73, 25.35' LT T BOS 194.09 EX 194.07 T a 11 i -A -A T -A -A T T D .T Ti 74 T T d -A-A T T T T p -A�d� T P' D771 �L1 • D All � � 1 D• .D 10 771 (� '1VXt. D p� �i• � I D � ,V D p n n 6 C D Ap •D' D D O 4 � cD D; . o .. •p p ? .. v D D Lf� LC� p Lf) .. I' :D ��►nn D C V , 6 Do .. • .° D p -0.5% D� I • D c c .v p N DA D. _ O c `y p �cD p`/^P `• D p I D Q Q•D. Q D QI . QD � � 'D r 1 M V / D \�.v D DAA D DoAAp �" D. ID_AAD 4°. De -4.0% D ,•MA -3.2% - nD o TAL-21 26+12.74, 28.82' LT BOS 193.12 EX 193.97 TAL-21 26+12.70, 23.95' LT BOS 193.04 EX 193.14 EXISTING POLE AND JUNCTION BOX TO REMAIN TAL-21 26+16.70, 23.81' LT BOS 193.02 EX 193.02 MATCH EXISTING L/ L/ M 0 0 N �Q -T- LOCATION MAP u M M M u IN STATION GENERAL NOTES 1. SEE SHEET 1S1.00 FOR STATION GENERAL NOTES AND LEGEND. STATION NOTES 0 EXISTING STATION. MODIFY SIGN TO I LINE STATION 20 SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 AND FOOTING DETAILS OTECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 AND FOOTING DETAILS 40 PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 OSTEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 OF50 SHELTER FOOTING WITH STEM WALL PER DETAIL ON SHEET 1 R2.03 OF50 SHELTER FOUNDATION PER METRO STD DETAIL D101C Og CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 105.02 Og SHELTER OR PYLON FOOTING WITH THICKENED EDGE PER DETAIL B ON SHEET 105.02 10 F50 SHELTER FOOTING WITH THICKENED EDGE PER DETAIL C ON SHEET 105.02 11 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 105.02 12 SHELTER OR PYLON FOOTING WITH INTEGRAL CURB PER DETAIL E ON SHEET 105.02 13 GATE IN PEDESTRIAN GUARDRAIL PER TYPCAL STATION DETAIL D ON SHEET 1S6.02. GB31 SHELTER FOOTING PER METRO STD DETAIL D103 TAL-21 26+16.66, 18.38' LT �S TOC 192.83 EX FL 192.31 TAL-21 25+86.73, 17.85' LT'' MATCH EXISTING o TOC 193.99 as as _ (IS FL 193.49 _ (IS(IS - � as - • • ', • . TAL-21 26+02:73, 17.84' LT. TAL-21 26+12.66, 17.84' LT TAL-21 25+91.73, 17.85' LT. ' �' TOC 193.35' TOC 192.95 • , FL 192.85 EX FL 192.50 .' •'.' .' •',' •'.' TOC193.79' MATCH EXISTING ' • .' FL193.29'.' '''' '•.''''' '' ''' '.''•.'' 26+00 TALBOTRDS • (TAL-21-LINE) 0' 5' 10, DEVELOPMENT ENGINEERING I PLAN - STATION 60366 (IB) TIER 3 Michael Sippo 09/11/2024 ='� � SCALE: 1" = 5' FR--4214248 DESIGNED: APPROVED: METRO TRANSIT CAPITAL DIVISION DATE: AD -READY SUBMITTAL ' JUNE 2024 (425) 453-5000 �. s. A. VILLAR G. FRANCO RAPIDRIDE I LINE �•� ®g w •� 1 100 1 12TH AVE NE, SUITE 500 DRAWN: � BELLEVUE, WA 98004 ®x� C. WILCOX King County CHECKED: PROJECT N0: LQ R E N TO N SEGMENT DRAWING N0: �®�54834 B. MANN E00566E18 MET STATION PLAN 1S1.13 is ssj®NALN0: OF 6/12/24 FK CKED: CONTRACT N0: SHEET No. REVISION BY APP'D DATE I D# 60366 270 473 HANG YUEN CXXXXXXXX 00 N r qrm O r N U N M qrm O O 9 qrm a O N O O O N N a qT N O 0 W H O N N C2 z O z W 0 W' C O C co m > C9 61 N CV Z O H Z W 3I O W' X V z U) CD .. Q o X a co J ?� o 0 NI ry w 0 co �Lo CD 0 > U c�Q�1 Ln a � co a� �E� oQ cal D W Lo CD w N O J V X COo � N O a O o � X � w vi LU �I W w Q U a X 2E 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 0 �dHO W A U O m J ZE AD -READY SUBMITTAL No. I REVISION w LOCATION MAP 28+0o .................................. - TALBOT RD S _ ............................................. (TAL-21-LINE) TAL-21 27+77.09, 20.30' RT " " ........ TOC 187.59 ................................. EX FL 187.09 MATCH EXISTING TAL-21 27+71.27, 21.40' RT TOC 187.60 EX FL 187.17 -dHo -ATCEXISTING dHo - TAL-21 28+04.49, 18.90' RT TOC 187.13 FL 186.63 TAL-21 28+19.20, 18.50' RT TOC 186.76 FL 186.26 5.0' -10.0' 1 11.0' TAL-21 28+29.99, 18.34' RT TOC 186.31 EX FL 185.78 MATCH EXISTING dHO 1 -2.0o/O 'D p ° �' -1 °' ..D� p I; •D ,• °c° d�O >. ° >'. '.®� ' >• -4.1% p ° ° ti Q .7o/O , •,° 4 P ... .° .. 'dHO D D. > 4 D A. p4.. D> > ..° .p G •' .. .Q y 'I° ° ° y M ° ... 4 > D. ;i D D, D 4> I I P 5 p D D -2. % D. I D 4 H O yy •v • D '> D 6• °. D > D.'. D A° R �! 8_0 G .. • p �� d p y ,p p {y HO 3% 4 4 d ° - p 6 p ° y y .4 I. -1 .70/O 4I' ..° .° C D p, ° d C D I y d y y > VA D -j �� y y y yy y y y yy y y y y y y y y y y yy y yy y yy y y y y y y '• '. 1 -4.1% y y y y y y y y y y y y y y y y y y y y �� y y y y y y y y y y y y y y yy y y y y 4y / y y y y y y y y / y y y y y y „ y y y y y y y y y y y y y y y y y y y •v .v 'Y y y y y 4_T y TAL-21 27+77.61, 28.78' RT y y y y y y y y y y y y y y y y BOS 187.71 TAL-21 28+04.78, 27.41' RT 7 TAL-21 28+19.40, 29.00' RT EX 186.44 BOS 187.25 BOS 186.91 TAL-21 27+71.66, 27.05' RT EX 186.71 EX 185.63 BOS 187.79 28+09.70, 29.24' RT EX 187.79 cll� BOS 187.16 MATCH EXISTING EX 186.30 BY I APP'D I DATE PLAN -STATION 59944 (OB) TIER 3 cob(425) 453-5000 1100 112TH AVE NE, SUITE 500 BELLEVUE, WA 98004 DESIGNED: APPROVED: TAL-21 28+30.07, 28.86' RT BOS 186.46 EX 184.76 A. VILLAR G. FRANCO DRAWN: C. WILCOX King County CHECKED: PROJECT NO: B.MANN E00566E18 METRO CHECKED: CONTRACT NO: K.CHANG YUEN CXXXXXXXX STATION GENERAL NOTES 1. SEE SHEET 151.00 FOR STATION GENERAL NOTES AND LEGEND. STATION NOTES EXISTING STATION. MODIFY SIGN TO I LINE STATION 0 0SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 AND FOOTING DETAILS O3 TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 AND FOOTING DETAILS 40 PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 155.01 (DSTEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 OF50 SHELTER FOOTING WITH STEM WALL PER DETAIL ON SHEET 1 R2.03 F50 SHELTER FOUNDATION PER METRO STD DETAIL D101C O Og CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 105.02 O9 SHELTER OR PYLON FOOTING WITH THICKENED EDGE PER DETAIL B ON SHEET 105.02 10 F50 SHELTER FOOTING WITH THICKENED EDGE PER DETAIL C ON SHEET 105.02 11 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 105.02 12 SHELTER OR PYLON FOOTING WITH INTEGRAL CURB PER DETAIL E ON SHEET 105.02 13 GATE IN PEDESTRIAN GUARDRAIL PER TYPCAL STATION DETAIL D ON SHEET 156.02. 14 B31 SHELTER FOOTING PER METRO STD DETAIL D103 0' 5' 10, DEVELOPMENT ENGINEERING � � I Michael Sippo 09/11 /2024 SCALE: 1" = 5' FR-4214249 METRO TRANSIT CAPITAL DIVISION DATE: RAPIDRIDE I LINE JUNE2024 RENTON SEGMENT DRAWING NO STATION PLAN 1S1.14 D# 59944 SHEET N0 OF 271 473 N r Irm O r N U N Tm O O O r N o� IL O N O O O N N a J z z Nw I 0 O ' O X � z 0 o LV z W Of Iwo X z O z w JI X z O z w I J w X z O z W ry X z O z W ry r' 0 X 0 z J W U ry Q X z O z W ry I z z Q U Z X z O z w of z O Q X 0 CID CV CV z O z w ry }I 0 X C O C NI m L7 N N Z O Z W Q' 3I O 0' X z � J o, X J 0 � NI W 0 M Lo m U co o 0 > U ch Q Y Ln > ._ rn Ln a > Cl) M W w LV O J N X o� 0 O Y�F7 Z5 0 X 3I�_wC7 w U 0- X 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 No. SS SS SS ss SS SS SS SS SS TALBOT RD S 57+00 (TAL-21-LINE) - TAL-21 56+42.59, 16.48' RT 4 BEGIN TAL-21 56+43.00, 15.98' RT G G G G G- G TOC 99.41 EX FL 99.41 MATCH EXISTING TAL-21 56+48.00, 15.99 RT TAL-21 56+90.00, 15.52' RT TAL-21 56+56.00, 16.02' RT TOC 99.45 TOC 100.04 TOC 100.50 1 C6.10 FL 99.44 FL 99.54 FL 100.00 G _G G G G A - G G G TAL-21 57+11.00, 15.21' RT TOC 100.78 FL 100.28 G rgceoTRo s � TAL-21 57+31.25, 14.91' RT TOC 100.54 FL 100.54 G G TAL-21 57+25.25, 15.00' RT TOC 100.97 FL 100.47 G G G SS LOCATION MAP SS 1C6.10 G TAL-21 57+36.25, 14.83' RT TOC 100.61 EX FL 100.60 MATCH EXISTING TAL-21 57+36.67, 15.63' RT 4 END G G- y y yyy yy yy yyy yy yyy yy yy .I e' , D ' . .I .. D..}•4D a .De I D. DD . e D ey.p\,oO a ' i .aDe > I •• D .' .de - . p D • D D.. e' _ p , - e>'D D. e D>e I pr-e1D 3 O/y•D>I 'D'O eI D. eD' I D De e D�le GOD. D •. I e. D;.. O>I p p e.e� D >e- 1• .D3 D °•/.O eI I D qe. ' D'D>I 00OOe'D0I I OD 0 0 D0e 0 0'pD0I e Oo" �o 0 0 0 0 0 0 >, 0 p 0O00000000000 D, CV00 000./ 00000 > e. e I . )D .j > > D Lii I' , D> Lq e> O > ' e I• >p -1.3% , > CD �,0 O e> e LOeA. I e eOcp yyy yy yyy yyy yy yy yy y y y y y � .J/ p 1 IG I � ' D •• . .' Q O D' > ° y ,vy y y y y y y y y y y y y •, q. p D e o e R I. -1 .3 /0 OHr"�-y y y v y OH yy y v wp y y y ©HFy y yy y yy 10 y y y y y y y y y y �' y y D. •9� D OF�P Y O>viP OHP y I �P e D I D eI 1. ° y y �' y o P r4 e y y y y y y y y y y, 'I ..QHP OH OHP y y „ y y y y y y y y y y y y y y y y y y y y y y y I• > -1 .3% .> p D. p e y y y y y y y y �� y y y y y 95 y y y y y _ y y y y y y y y y y y y y y y Q y y y y y y y y ' y y 4.0' y y 6.0' y y y y 5.0' y y y y y5.0' y y y y $.0'y y y y y y yy y y y y y y 29.0'y y y y y y y y yy y y y y ,5.0' y y y Z y 10.0' y y y y y ,11.0 y y y y y yy y 10.3 y y y y y y y y y y y y y yy y y y y y y y y y y y y y y y y y y y y T y yyyyyyyyy y y y yy yyy yy y y yyyy y y y TAL-21 56+48.09, 21.63' RT TAL-21 56+85.09 21.09' RT 1 BOS 99.53 TAL-56+56.09, 21.52' RT BOS 100.51 TAL-21 57+11.15, 25.71' RT EX 97 35 BOS 00.12 FG 95 Al BOS 100 93 - OHP 74.1' EX 97.62 1 AL-21 57+21.37, 23.00 RT TAL-21 57+36.37, 23.33' RT EX 98.11 FIG 95.64 BOS 101.04 0.73 TAL-21 56+43.09, 21.71' RT 7 TAL-21 56+90.16, 26.02' RT EX 95.68 BG95 92 BOS 100.64 TAL-21 57+00.16, 25.88 RT FIG 95.40 BOS 99.49 7 EX 97.07 EX 97.47 FIG 95.53 FG 95.48 BOS 100.78 EX 97.32 EX 95.49 EX 95.72 PLAN - STATION 59951 (OB) TIER 3 AD -READY SUBMITTAL REVISION BY I APP'D 1 DATE ON (425) 453-5000 1100 112TH AVE NE, SUITE 500 cobBELLEVUE, WA 98004 DESIGNED: A. VILLAR DRAWN: C. WILCOX CHECKED: B. MANN CHECKED: } K. CHANG YUEN APPROVED: G.FRANCO PROJECT NO: E00566E18 CONTRACT NO: CXXXXXXXX OHP LIQ King County METRO STATION GENERAL NOTES 1. SEE SHEET 1S1.00 FOR STATION GENERAL NOTES AND LEGEND. STATION NOTES 0 EXISTING STATION. MODIFY SIGN TO I LINE STATION 20 SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 AND FOOTING DETAILS O3 TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 AND FOOTING DETAILS 40 PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 OSTEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 OF50 SHELTER FOOTING WITH STEM WALL PER DETAIL ON SHEET 1 R2.03 OF50 SHELTER FOUNDATION PER METRO STD DETAIL D101C Og CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 105.02 O9 SHELTER OR PYLON FOOTING WITH THICKENED EDGE PER DETAIL B ON SHEET 105.02 10 F50 SHELTER FOOTING WITH THICKENED EDGE PER DETAIL C ON SHEET 105.02 11 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 105.02 12 SHELTER OR PYLON FOOTING WITH INTEGRAL CURB PER DETAIL E ON SHEET 105.02 13 GATE IN PEDESTRIAN GUARDRAIL PER TYPCAL STATION DETAIL D ON SHEET 1S6.02. 14 B31 SHELTER FOOTING PER METRO STD DETAIL D103 DEVELOPMENT ENGINEERING Ar ' % IL Michael Sippo 09/11 /2024 wl R-4214250 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT STATION PLAN ID# 59951 0' 5' 10, SCALE. 1 = 5 DATE: JUNE 2024 DRAWING NO: 1S1.15 SHEET NO: OF 272 473 N r O O N U U Q LL Z O z W ry o� ry Q C� X 3 Z O z W ry CO Z O z W ry J X 3 Z O z W J W X 3 Z O z W X 3 Z O Z W ry 0 X 3 O z J W U Q d X 3 Z O z W ry i z z Q U Z X Z O z W ry z O Q X 3 O Cl? CF) N N 02 Z O z W ry 0 X 3 c 0 c a> m N N Z O z W �I O X co � Z CO C7 J o X a co ai J ?� O N a O � NI ry W 0 W' co Cl) m L O > U c�Q�1 cn a r-- m rn Lf") E 70 O > Q 0 Co = � W s O U E L�j W N O J N X o CD CD N O o O -6 O a 0 O X 2 W (n �I �-- LL 0-0 W Q U a X 2E U Q LL Z O z w o' Q c? X z O z w Of I X z O z w J X z O z w Of I w X 3 z O z w X z O z w ry 0 X 0 z J w U Q X z O z w ry z z Q U Z CQ X Z O z w ry z O X 0 N N 02 z O z w ry 0 X 0 m N N C2 z O z w ry 3 O ti o, X co ai J ?� 0 � NI ry w 0 00 Lp m COLo > U c�Q�1 cn a . _ � co a� �E70 oQ col M w o CD EL�jw N O J V X Cl)o CDO N W O -a a O o � X w vi LU 0-0 w Q U a X 2E 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 os os TA -91 71+(;0 71 Sr) ON I T buzz) y I .0U EX 91.89 = os TAL-21 71 +63.59, 25.00' LT dHO EXISTING WATER METER TO REMAIN EXISTING CATCH BASIN TO REMAIN TA -91 71 +RQ 71 1 A A7' I T AD -READY SUBMITTAL No. I REVISION I UU y,I -yjb I UU ZlL.oZI FL 91.48 TOP OF RAMP 92.69 Q/ o) 72+00 TALBOT RD S (TAL-21-LINE) BY I APP'D I DATE PLAN -STATION 60363 (113) TIER 3 ON (425) 453-5000 1100 112TH AVE NE, SUITE 500 cobBELLEVUE, WA 98004 MORRIS AVE S v� Z � II— A�g01 R� S = co M U) LOCATION MAP TAI -21 72+36 71 14 50' 1 T I UU FL 92.25 DESIGNED: APPROVED: M EXISTING CATCH BASIN TO REMAIN 0 z (IS A. VILLAR G. FRANCO DRAWN: C. WILCOX King County CHECKED: PROJECT NO: B. MANN / K. CRAIG E00566E18 METRO CHECKED: CONTRACT NO: K.CHANG YUEN CXXXXXXXX STATION GENERAL NOTES 1. SEE SHEET 1S1.00 FOR STATION GENERAL NOTES AND LEGEND. STATION NOTES 0 EXISTING STATION. MODIFY SIGN TO I LINE STATION OSHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 AND FOOTING DETAILS 0TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 AND FOOTING DETAILS 40 PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 OSTEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 OF50 SHELTER FOOTING WITH STEM WALL PER DETAIL ON SHEET 1 R2.03 0 F50 SHELTER FOUNDATION PER METRO STD DETAIL D101C Og CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 105.02 O9 SHELTER OR PYLON FOOTING WITH THICKENED EDGE PER DETAIL B ON SHEET 105.02 10 F50 SHELTER FOOTING WITH THICKENED EDGE PER DETAIL C ON SHEET 105.02 11 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 105.02 12 SHELTER OR PYLON FOOTING WITH INTEGRAL CURB PER DETAIL E ON SHEET 105.02 13 GATE IN PEDESTRIAN GUARDRAIL PER TYPCAL STATION DETAIL D ON SHEET 1S6.02. GB31 SHELTER FOOTING PER METRO STD DETAIL D103 0' 5' 10, DEVELOPMENT ENGINEERING Michael Sippo 09/11 /2024 0:1 SCALE: 1" = 5' R-4214252 METRO TRANSIT CAPITAL DIVISION DATE: RAPIDRIDE I LINE I JUNE2024 RENTON SEGMENT DRAWING NO: STATION PLAN 1S1.17 ID# 60363 SHEET NO: OF 274 473 O N O O O 9 N N a J U Q LL X Z O z w 0' Q c? X z O z w Of LF X z O z w J X z O z w Of I w X 3 z O z w X z O z w Ir 0 X 0 z J w U Q X z O z w Ir z z Q U Z CQ X z O z w ry z O X 3 O N N 02 z O z w ry 0 X 3 c 0 c m 61 N N C2 t� Z O H Z w ry 3I O X Z CO 0 J o , X c J ?� a O � NI w 0 coLpm COLo > U c�Q�1 Wn a . _ � coa� oE 70 >�o pow !Eo(D E L�-; w N O J V X Cl)o CDO N 0 O a O 0 X U) Lw 0-0 w Q C� C) a_ X 2E 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 TALBOT RD S 75+00 (TAL-21-LINE) TAL-21 75+14.46, 19.54' RT TAI 71 7A-LA7 AG2 1A G'2' DT TAI -91 74+53 46 14 53' RT FL 93.85 s TAI 71 7A-LA7 AR 10 F1' DT I ML-L I / `t--tJ.`FU, I .7.0J Il I , TOC 94.19 . FL 93.69 C 00 � D I° p'• D � 1 G .. '> .v y v y y y v y y y '" .v y y y y y y I -_ j MORRIS AVE S v (��Co) M CO A�g01 R� S = co M LOCATION MAP TA I -01 7ti+1 A dR 1 A rA' PT ss ss TAI 271 7R4-1P AR 10 RA' PT 1 C6.13 ,OHP, 00 0 00 STATION GENERAL NOTES 1. SEE SHEET 1S1.00 FOR STATION GENERAL NOTES AND LEGEND. STATION NOTES 0 EXISTING STATION. MODIFY SIGN TO I LINE STATION 20 SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 AND FOOTING DETAILS 0TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 AND FOOTING DETAILS 40 PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 OSTEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 OF50 SHELTER FOOTING WITH STEM WALL PER DETAIL ON SHEET 1 R2.03 0 F50 SHELTER FOUNDATION PER METRO STD DETAIL D101C Og CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 105.02 O9 SHELTER OR PYLON FOOTING WITH THICKENED EDGE PER DETAIL B ON SHEET 105.02 10 F50 SHELTER FOOTING WITH THICKENED EDGE PER DETAIL C ON SHEET 105.02 11 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 105.02 12 SHELTER OR PYLON FOOTING WITH INTEGRAL CURB PER DETAIL E ON SHEET 105.02 13 GATE IN PEDESTRIAN GUARDRAIL PER TYPCAL STATION DETAIL D ON SHEET 1S6.02. GB31 SHELTER FOOTING PER METRO STD DETAIL D103 TAL-21 74 43.46 28.06 RT y y W - y y y y y y y y y � y y y y y y y y y + ' y y y �' y TO REMAIN y y y �' y y y y y y y y y y y y y BOS 94.31 y y y y y y y y y \-4 y y y y p �.R°EX 94.04 TAL-21 74+53.46, ' yyyy30.03 RT y TAL-21 75+08.46,30.03'RTBOS 94.58 7TAL-21 74+87.46BOS 94 887 TAL-21 74+97.46, 30.03' RT TAL-21 75+18.46, 28.04'EX 93.88 BOS 95.03EX 94.23 BOS 94.94 EX 94.63 BOS 94.97 y y y °EX 94.41 EX 94.56 y y y p 0' 5' 10' y y y y y I DEVELOPMENT ENGINEERING PLAN - STAT I 0 N 59947 0 B PROPOSED oo I Michael Sippo 09/11 /2024 ( ) TIER 3 ROW (TYPICAL) CY) SCALE: 1" = 5' U) FR-4214253 DESIGNED: APPROVED: METRO TRANSIT CAPITAL DIVISION DATE: AD -READY SUBMITTAL ' JUNE 2024 ��9. s. A VILLAR G. FRANCO RAPIDRIDE I LINE (425) 453-5000 �� ®g wp�� DRAWN: 1 100 1 12TH AVE NE, SUITE 500cob �``�'� BELLEVUE, WA 98004 0 C. WILCOX King County CHECKED: PROJECT NO: LQ R E N TO N SEGMENT DRAWING NO: ®.c rs8 $� � B. MANN E00566E18 STATION PLAN 1S1.18 METRO ssj®NAL6/12/24 CHECKED: CONTRACT N0: SHEET N0: OF No. REVISION BY APP'D DATE I D# 59947 K.CHANG YUEN CXXXXXXXX 275 473 00 N To O O r N C� U Q LL Z O z w o' Q c? x z O z w Of I X z O z w J X z O z w Of I w X z O z w X z O z w ry 0 X 0 z J w U Q X z O z w ry z z Q U Z CQ X z O z w ry z O X O N N 02 z O z w ry 0 X 0 m N N C2 z O z w ry 3: O X z c c� J o X a co ai J ?� N a O � NI ry w 0 00 Lpm CO I- > U c�Q�1 cn a . _ � coa� rn "' E 70 oQ ri `U 00w !(D Euiw N O J V X Cl)o CDO N W O a O o � X i�: w vi LU 0-0 w Q U a X 2E 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 TAL-21 88+34.23, 17.04' RT TOC 108.13 FL 108.13 TAL-21 88+34.24, 22.03' RT TOC 108.53 FL 108.03 TAL-21 88+28.24, 22.04' RT TOC 108.45 EX FL 107.95 MATCH EXISTING TAL-21 88+23.24, 22.60' RT TOC 108.41 EX FL 107.91 MATCH EXISTING - S S d ti d - d TAL-21 88+23.24, 27.52' RT > BOS 108.49 EX 108.49 MATCH EXISTING, TAL-21 88+28.24, 27.52' RT TAL-21 88+28.24, 32.63' RT BOS 108.60 FG 105.86 EX 107.11 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 AD -READY SUBMITTAL No. I REVISION BY I APP'D I DATE TALBOT RD S W i LOCATION MAP PLAN -STATION 59949 (OB) TIER 1 (425) 453-5000 1100 112TH AVE NE, SUITE 500 ,jacobsBELLEVUE, WA 98004 DESIGNED: APPROVED: A. VILLAR G. FRANCO DRAWN: C. WILCOX LQ King County CHECKED: PROJECT NO: B.MANN IE00566E18 METRO CHECKED: CONTRACT NO: l K.CHANG YUEN 1Cxxxxxxxx 9 - d STATION GENERAL NOTES 1. SEE SHEET 1S1.00 FOR STATION GENERAL NOTES AND LEGEND. STATION NOTES 0 EXISTING STATION. MODIFY SIGN TO I LINE STATION 20 SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 AND FOOTING DETAILS 0TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 AND FOOTING DETAILS 40 PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 OSTEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 OF50 SHELTER FOOTING WITH STEM WALL PER DETAIL ON SHEET 1 R2.03 0 F50 SHELTER FOUNDATION PER METRO STD DETAIL D101C Og CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 105.02 0g SHELTER OR PYLON FOOTING WITH THICKENED EDGE PER DETAIL B ON SHEET 105.02 10 F50 SHELTER FOOTING WITH THICKENED EDGE PER DETAIL C ON SHEET 105.02 11 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 105.02 (311SHELTER OR PYLON FOOTING WITH INTEGRAL CURB PER DETAIL E ON SHEET 105.02 13 GATE IN PEDESTRIAN GUARDRAIL PER TYPCAL STATION DETAIL D ON SHEET 1S6.02. GB31 SHELTER FOOTING PER METRO STD DETAIL D103 DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 F-R-4214254' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT STATION PLAN I D# 59949 SCALE: 1" = 5' DATE: JUNE 2024 DRAWING NO: 1S1.19 SHEET NO: OF 276 473 N M O O O 9 r N a O N O O O 9 N N a J z 0 z w ry J X z N z 0 z 1 Of 1 w O J 41 W X � 0 z W o I w z rr,' 0 X z 0 z w z� z Q _ U Z u> X z 0 z W }I 0 X z 0 0 z W >' X 0 LL z J w U rr, X Y I U) m C14 N z 0 H z W ry Z 0 H H X Z 0 Z w �I 0 X co U w W 19 X �I E a Z c� J Q X 0 a 0 FT X 0 6N CN N c 00 O N 70 � Q .. c mcf)I J m O N N O M co LO O m CD (->CDCO LO cli �Qw Lo � o r-mry rn o E m cul coo c`? H � N � E Ln Y N O co O O N 0 -o � w c 0 a w J 0 o X . � w U) �I 0 w LU w Q U a X 2E 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 I TAL-21 88-13.28, 32.42' LT BOS 108.67 TOW 110.83 EX 110.17 TAL-21 88+13.28, 27.42' LT BOS 108.59 TOW 108.85 EX 108.45 EXISTING UTILITY POLES TO REMAIN TAL-21 88+08.28, 27.42' LT BOS 108.39 EX 108.39 MATCH EXISTING_ TAL-21 88+08.28, 21.92' LT M TOC 108.34 EX FL 107.85 MATCH EXISTING TAL-21 88+13.28, 21.92' LT TOC 108.51 FL 108.02 TAL-21 88+13.28, 16.92' LT TOC 108.03 FL 108.03 y y y .v y ,v y .v 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 TALBOT RD S LOCATION MAP .v TAL-21 88+66.71, 32.42' LTO BOS 109.13 TOW 110.71 TAL-21 88+19.28, 32.42' LT TAL-21 88+34.28, 32.42' LT TAL-21 88+47.78, 32.42' LT EX 110.01 BOS 108.79 _ 3 BOS 108.90 BOS 109.00 2 TAL-21 88+74.28, 32.42' LT TOW 110.97 EX 110.37 1 R1.02 TOW 110.97 TOW 110.98 PROPOSED ROW BOS 109.20 EX 110.25 EX 110.40[(TYPICAL)TOW 110.60 EX 110.13 y y y6.0' y yW y y y y'V y y y y y y y y y y y y y ;1`5.0' y y y y y y y y y y y 13.5'� yy y yy y yy y y �' yy y yy y yy y yy 26.5' y y y y y y y y yy y yy y yy 6.0'yy 16.0' y y y �v �' y y y y y y y y �' �' y y y y y �' .v y y y y y y y y y y y y y y y y y y L - y y y y y .v y y y y y y y �' y y y y y y y y y '� y y y y TAL-21 88+74.28 27.42' LT y y y y y y y y y y y y y � D .° > I• I I D I o. � e . ,D D Lq • O D I I e. R I \ ° I I > D. p1 ... D I '� > e D I D I I _ All ° D asD: ..•.cis aS aCIS Lrs 7177 -0.7% 'D e' .D°,>, D "> D _ ID .D > e u .I e.I' D. e e O' > > ° % D d e ..00000000000000000;0000000;0000000000000 00000000000000 0000000000000000000 0000000000 000000000000�0 00000000000000000 0/0 > o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O- O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 we -10.0% o o M CD -9.2% -0.7% y BOS 109.11 ° y y y TOW 109.35 I y y EX 108.96 .> .De ,, > pl y y v y e y t>tT CLq0�0 0�0�0�0 -0.6% D -0.9% 0�0�0�0�0�0 °oD p _ O O O,.O,.O, 0-0-0- TAL-21 88+19.28, 16.92' LT • , ' TAL-21 88+80.28, 16.92' LT TOC 108.57 ' TAL-21 88+74.28, 16.92' LT' TOC 108.52 . 'FL 108.07' -TOC 108.98, ' FL 108.52 . I FL 108.48 TAL-21 88+74.28, 21.92' LT . • 'TOC 109.04' • ' • ' • ' ' TOP OF RAMP 109.04 /-EXISTING STORM DRAIN STRUCTURE TO REMAIN ' TALI 21 88+96.28, 27.42' LT <BOS 109.14 EX 109.14 MATCH EXISTING 10.2' - SD D 0V i 1 C6.14 0 \ TAL-21 88+96.28, 21.92' LT TOC 109.02 EX FL 108.52 MATCH EXISTING TAL-21 88+86.27, 21.92' LT TOC 108.93 FL 108.44 LP TAL-21 88+80.28, 21.92' LT TOC 109.01 FL 108.50 SS � SD O O O O O O 0000000000 >0 000000000 >Oo0^ o000000 1 • M• M - TC . 000000000_0_0_0_ _0000 - -. .••'. .•• •' ••. .••'.• •••. .••'.• •••. .••'.• •••. ..•''• ••••. ..••''• ••••. ..•(•. .• •. •• •. .•. '•• .'••. •'•• .'•. •'•• .'•'. •'•• .'••. •'•• .'••. •'•• .'••. .••'•• .'••. •'•• .'••. •'•• .'••. •.•'•• .'••••. .•'•• .'••. ''•• •.• '••. ''•• .'••. •'•• •.• '•'. ''•• '.• '•'. ''•• •.• '•. '•.'•. ' '••'' •'. '•• ' '''•.'•'. ''•• .'••. ''•• .' yy yyyy .vyy y� yyy y yyy©m yyyyy y yy�yy„yy y yy yyy y yy yy 0Oy0Oy'�0' Dy yOy Oy OyD O y O eO' D0O 0OD 0OQ 0O. I 0OD 0O 0000000000000 O o00000O 000 TAL-21 88+19.28, 21.92'LT TOC 108.64 LO•RD S'TOP OF RAMP 108.64 -TA 09+00y M-721-LI.•000 0000000000 000000000000 0 yyyV O0 AD -READY SUBMITTAL No. I REVISION BY I APP'D I DATE PLAN -STATION 60361 (IB) TIER 1 ON co(425) 453-5000 1100 112TH AVE NE, SUITE 500 BELLE-UE, WA 98004 DESIGNED: ►_ LTA IIW_1Z DRAWN: C. WILCOX CHECKED: B.MANN CHECKED: K. CHANG YUEN APPROVED: G.FRANCO PROJECT NO: E00566E18 CONTRACT NO: CXXXXXXXX King County METRO STATION GENERAL NOTES 1. SEE SHEET 1S1.00 FOR STATION GENERAL NOTES AND LEGEND. STATION NOTES EXISTING STATION. MODIFY SIGN TO I LINE STATION 0 0SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 AND FOOTING DETAILS 0TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 AND FOOTING DETAILS 40 PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 OSTEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 (DF50 SHELTER FOOTING WITH STEM WALL PER DETAIL ON SHEET 1 R2.03 OF50 SHELTER FOUNDATION PER METRO STD DETAIL D101C g0CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 105.02 0SHELTER OR PYLON FOOTING WITH THICKENED EDGE PER DETAIL B ON SHEET 105.02 DF50 SHELTER FOOTING WITH THICKENED EDGE PER DETAIL C ON SHEET 105.02 11 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 105.02 DSHELTER OR PYLON FOOTING WITH INTEGRAL CURB PER DETAIL E ON SHEET 105.02 0GATEIN PEDESTRIAN GUARDRAIL PER TYPCAL STATION DETAIL D ON 0 SHEET 1S6.02. 14 B31 SHELTER FOOTING PER METRO STD DETAIL D103 0' 5' 10, DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 ' SCALE: 1" = 5' R-4214255 METRO TRANSIT CAPITAL DIVISION DATE: RAPIDRIDE I LINE JUNE2024 RENTON SEGMENT DRAWING NO STATION PLAN 1 S 1.20 ID# 60361 SHEET NO OF 277 473 N M rm O N IL a z O z W ry J X a z O z W ry J W X a Z O z W n, rr,I 0 X 3 a Z O z W z� z Q U Z X a Z O z W ry 0 ry X a Z O z W ry >I X a O LL z J W U Q X a c Y I U) 00 > U o4 N N C2 O) a Z O z W ry Z O Q U) PON a z O z W fy i�:I O ry X 3 a CO H U H LU LU 2 X a> a I a a Z U' J Q X a O a O X a O Cl? o� N N _ O1 N � C 00 0 ry co O CO J m a rn O N N ONO CO O1 00 M a CO LO CZ) p m O O O NI Q W L(i > 0 I— m ry rn p E m cu CD 0 I N � E Lo Y N O O) CDO CZ)N 0 � � Z O W a W o X 2 W 66 (n �I LU W U 0-0 W Q U a X a z O z W ry J X a z O z W ry J W X a Z O z W n, rr,I 0 X 3 a Z O z W z� z Q U Z X a Z O z W ry 0 ry X a Z O z W ry >I X a O LL z J W U Q X a c Y I U) 00 > C9 o4 N N C2 O) a Z O z W ry Z O Q U) PON a z O z W fy i�:I O ry X 3 a CO H U H LU LU 2 X a> a I a a Z U' J Q X a O a O X a O Cl? o� N N N N � _ a C 00 0 :0 ry O co CO J m a rn O N N ONO CO O1 00 M a LO CZ) p m O O O CO Ln NI Q W L(i > 0 Il- m ry rn p E m Q CU CV 0 LO v � E Lo Y N O O) CO O CZ)N 0 � � Z O W a W o X 2 W &5 (n �I LU W U 0-0 W Q U a X 2E z 0 z w ry J X z 0 z w Of I w X z 0 z w n, rr,' 0 X z 0 z w z� z Q U Z X z 0 z w ry 0 X z 0 z w ry X 0 z J w U Q X Y U) m C9 N N C2 z 0 1-2 w ry z 0 Q U) _• 7 z 0 z w ry i�:' 0 X C0 U H LU LU 2 X E a Z 0 J Q X 0 d 0 H X 0 N N c N � o coC' J m > U� a 6) O N N (N C0 22 Cl) M CO LO CD O 6) O CO LO O (D NI �Qw L TO rmof LnEm0 CUoo CV F- co Y oo� N W w 0 LU a J Lu � X F- L LU w Q C� U a X 2E 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 EXISTING CATCH BASIN TO REMAIN EXISTING MANHOLE TO REMAIN 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 SE CARR RD (CAR -LINE) 44+00 �y z A 0 Z Li m SE CARR RD b�t^u � co a Q O LU LOCATION MAP d p d 1' 4 .d D D d D D STATION GENERAL NOTES 1. SEE SHEET 1S1.00 FOR STATION GENERAL NOTES AND LEGEND. STATION NOTES 0 EXISTING STATION. MODIFY SIGN TO I LINE STATION 20 SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 AND FOOTING DETAILS 0TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 AND FOOTING DETAILS 0 PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 OSTEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 OF50 SHELTER FOOTING WITH STEM WALL PER DETAIL ON SHEET 1 R2.03 07 F50 SHELTER FOUNDATION PER METRO STD DETAIL D101C O$ CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 105.02 O9 SHELTER OR PYLON FOOTING WITH THICKENED EDGE PER DETAIL B ON SHEET 105.02 10 F50 SHELTER FOOTING WITH THICKENED EDGE PER DETAIL C ON SHEET 105.02 11 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 105.02 12 SHELTER OR PYLON FOOTING WITH INTEGRAL CURB PER DETAIL E ON SHEET 105.02 13 GATE IN PEDESTRIAN GUARDRAIL PER TYPCAL STATION DETAIL D ON SHEET 1S6.02. 14 B31 SHELTER FOOTING PER METRO STD DETAIL D103 CAR43+43.33 31.09' RT \ y y y y W y y y y y y �..y _ Ty y y � i y y y y W y y y BOS 341.04 SQ y y y y y y y y y y y y y y y y y y -� 15.0 ,v �' y y y y � y y y CAR 44+31.20, 33.20' RT y y y y y AR 43+77.52 32.59 RT 6.0 EX 341.04 FIG 342.89 S y y y y y y y y y y CAR 43+96.09 33.45' RT y y y y y y y y y y y y y y y BOS 346.01 y y y y y y y y y y y y y a y y y MATCH EXISTING CAR 43+76.82, 33.32' RT 2 y y y y y BOS 343.97 y y y y 2 yy y CAR 44+09.83, 33.43' RT y y yy y yy v y yy y y EX 344.4� T y y y y y y y y EX 343.26 y y y y y BOS 344.77 y y y y 3 y y y y y y y y y y y y y y T y y y y y y y y y, CAR 43+56.91, 32.98' RT SO BOS 342.86 y y ° EX 342.44 y EX 343.88 y y y y y y y y CAR 44+25.09, 33.29' RT y y y y y y y y y y y y yT BOS 341.71 y y y y y y y y y y y y y y EX 341.64 CAR 43+69.12, 33.21' RT CAR 43+95.52 32.72' RT 5 y y y BOS 345.65 y y y y y y y y y y y FIG 343.93 y EX 344.63 _ y y v y v C y y y y y y y y v y y y y BOS 342.41 y y y y y y y y y y y y y y EX 342.12 \ y y y y y y y y 0' 5' 10, DEVELOPMENT ENGINEERING tjPLAN - STATION 59391 (OB) TIER 1 Michael Sippo 09/11/2024 :01 SCALE: 1" = 5' R-4214258 DESIGNED: APPROVED: METRO TRANSIT CAPITAL DIVISION DATE: AD -READY SUBMITTAL ON (425) 453-5000 - g JUNE 2024 ��. �. A. VILLAR G. FRANCO RAPIDRIDE I LINE � ®wp�� DRAWN: 1100 1 12TH AVE NE, SUITE 500co BELLEVUE, WA 98004 _ ®x� C. WILCOX King County CHECKED: PROJECT N0: LQR E N TO N SEGMENT DRAWING N0: ®.c 5483 � � B. MANN E00566E18 METRO STATION PLAN 1S1.23 ssj®NAL- 6/12/24 CHECKED: CONTRACT N0: SHEETNO: OF No. REVISION BY APP'D DATE I D# 59391 K.CHANG YUEN CXXXXXXXX 280 473 z O z w J X z O z w J LU X z O z w 0 X z O z w z z U z X z O z w 0 X z O z w a_ X 0 z J w U ¢ X N Y �I m Cl? w N N z O Z w z O UJ M/ O N (V N � o caU' J m N O N N C\j U O Cl)�Lo OLO CDNI M ¢ w Lo Y. 0 � m [):� rn o E m >� co Cq75 E Sri Y N O C, O 4 (DN �w w Y � J o X 3: w &5 U) �I�_wC7 w U 0- X 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 —� CAR 43+82.83 49.71' T nArl AOiOO OC An OM 1 T I..IVV VT V.Tf EX 345.47 11AA-rni I r%/IC'TIAIl f�AM An. nO% nn nn nnl l T I UU 01i0.00 EX FL 344.90 MATCH EXISTING ^A r% A/1. nn ne% n/1 An11 T I Vli J'tJ.VJ FL 345.13 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 AD -READY SUBMITTAL No. I REVISION 44+00 SE CARR (CAR -LINE) BY I APP'D I DATE co �O� Q �y z •O � � z Lij SE CAR co LI J � a "' LU � Q o 0 LOCATION MAP o � — y y y y y - y ,v y y y y •v y y y y y y y y y y y „ y • w y y y y y y y • 'y . y y y y y y y y y �' y y „ y y y y y y �' y �' y • y. y y y y y y y y y y y y y' y y .v . y• y • y• . y y y y p D• D.O .° P k p p A. 26.5' FL 348.13 ' 20.71' '. ' CAR 44+68.62, 38.33' LT . TOC 349.64 FL 349.14 . . PLAN -STATION 60321 (IB) TIER 1 ON (425) 453-5000 1100 112TH AVE NE, SUITE 500 ,j cobBELLEVUE, WA 98004 DESIGNED: A. VILLAR DRAWN: C. WILCOX CHECKED: B. MANN CHECKED: } K. CHANG YUEN APPROVED: G.FRANCO PROJECT NO: E00566E18 CONTRACT NO: CXXXXXXXX King County METRO STATION GENERAL NOTES 1. SEE SHEET 1S1.00 FOR STATION GENERAL NOTES AND LEGEND. STATION NOTES 0 EXISTING STATION. MODIFY SIGN TO I LINE STATION 20 SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 AND FOOTING DETAILS 30 TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 AND FOOTING DETAILS 40 PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 OSTEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 OF50 SHELTER FOOTING WITH STEM WALL PER DETAIL ON SHEET 1 R2.03 0 F50 SHELTER FOUNDATION PER METRO STD DETAIL D101C g0CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 1 C5.02 90 SHELTER OR PYLON FOOTING WITH THICKENED EDGE PER DETAIL B ON SHEET 105.02 10 F50 SHELTER FOOTING WITH THICKENED EDGE PER DETAIL C ON SHEET 1 C5.02 11 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 105.02 12 SHELTER OR PYLON FOOTING WITH INTEGRAL CURB PER DETAIL E ON SHEET 105.02 13 GATE IN PEDESTRIAN GUARDRAIL PER TYPICAL STATION DETAIL D ON SHEET 1 S6.02. GB31 SHELTER FOOTING PER METRO STD DETAIL D103 0' 5' 10, DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 U1 SCALE: 1" = 5' R-4214259 METRO TRANSIT CAPITAL DIVISION DATE: RAPIDRIDE I LINE JUNE2024 RENTON SEGMENT DRAWING NO: STATION PLAN 1 S1.24 D# 60321 SHEET NO: OF 281 473 O N O O O 9 N N a z O z w ry J X z O z w Of I w X z O z w n, 0 X z O z w z' z Q U z X z O z W ry 0 X z O z W ry X O z J w U Q X Y I U) 00 > C9 N N C2 z O z W ry z O Q U) _. 7 z O z W ry i�:' O X U H LU LU 2 X a> I E a Z U' J Q X O a O FT X O N N N � C Q co Cn J m O N N ONO Cl) M -0 CO L0 O CD NI Q W Ln > 0 r— m of LOEmCD CU CV 0 CO H c� o Y oo� p N _0LU LU a J 3 0 X U) F- L LU 0-0 w Q CD U a X 2E 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 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 LU U) ___I F-- I LO OI SE 180TH ST O m = I I rn I Cn rn SE 181 ST ST LOCATION MAP STATION GENERAL NOTES 1. SEE SHEET 1S1.00 FOR STATION GENERAL NOTES AND LEGEND. STATION NOTES 0 EXISTING STATION. MODIFY SIGN TO I LINE STATION 20 SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 AND FOOTING DETAILS 0TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 AND FOOTING DETAILS 40 PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 OSTEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 OF50 SHELTER FOOTING WITH STEM WALL PER DETAIL ON SHEET 1 R2.03 OF50 SHELTER FOUNDATION PER METRO STD DETAIL D101C Og CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 105.02 O9 SHELTER OR PYLON FOOTING WITH THICKENED EDGE PER DETAIL B ON SHEET 105.02 10 F50 SHELTER FOOTING WITH THICKENED EDGE PER DETAIL C ON SHEET 105.02 11 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 105.02 12 SHELTER OR PYLON FOOTING WITH INTEGRAL CURB PER DETAIL E ON SHEET 105.02 13 GATE IN PEDESTRIAN GUARDRAIL PER TYPCAL STATION DETAIL D ON SHEET 1S6.02. GB31 SHELTER FOOTING PER METRO STD DETAIL D103 L T (105TH-LINE) .. .. . 0' 5' 10, FDEVELOPMENT ENGINEERING IL Sippo 09/11/2024 PLAN -STATION 60322(113)TIER 2F-R-4214260 SCALE: 1" = 5' DESIGNED: APPROVED: METRO TRANSIT CAPITAL DIVISION DATE: AD -READY SUBMITTAL ' JUNE 2024 ��. �. A. VILLAR G. FRANCO RAPIDRIDE I LINE (425) 453-5000 �� ®g wp�� DRAWN: 1 100 1 12TH AVE NE, SUITE 500cob �`'Q • BELLEVUE, WA 98004 _ ®x� C. WILCOX King County CHECKED: PROJECT N0: LQ R E N TO N SEGMENT DRAWING N0: ®.c 5483 � B. MANN / K. CRAIG E00566E18 METRO STATION PLAN 1S1.25 is ssj®NAL�� N0: OF 6/12/24 CHECKED: CONTRACT N0: SHEET No. REVISION BY APP'D DATE I D# 60322 K.CHANG YUEN CXXXXXXXX 1 282 473 z 0 z w J x Z 0 z w J w X z 0 z w 0 x z 0 z w z Z Q U z X z 0 z w 0 x z 0 z w X 0 w z J w 0 Q x Y �I t70 N N z 0 z w z 0 Q z 0 z w 0 x U) H 0 w w X N �I E Z C.� J Q X 0 d 0 F7 x 0 N (V M N Cn � s caU' J m N O N CV C\j U O Cl) COLO O NI M Q w Lo Y. 0 � m ():� o E m �CU c00 � M � c\j o Y oo_0 O N N w w Y � J x � � w w C7 0 0- X 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 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 SE 180TH ST LU Cn J H LO O SE 180TH ST LOCATION MAP . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..'• •'.' .4.6' .18.9' ' 16.5' 15.0'' 19.4'.' 105TH 26+40.89, 12.44' RT . ' 105TH 26+64.39, 12.44' RT' 105TH 26+80.89, 12.44' RT 105TH 26+95.89, 12.44' RT- 105TH 1 C6.16 TOC 385.80 TOC 386.66 TOC 387.35 TOC 387.97 FL 385.30 FL 386.16 . FL 386.85 ' FL 387.47' . .1� II '-' 9 SE 181 ST ST 105TH 27+15.26, 17.44' RT TOC 388.60 EX FL 388.18 MATCH EXISTING 0 - �D STATION GENERAL NOTES 1. SEE SHEET 1S1.00 FOR STATION GENERAL NOTES AND LEGEND. STATION NOTES 0 EXISTING STATION. MODIFY SIGN TO I LINE STATION 20 SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 AND FOOTING DETAILS O3 TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 AND FOOTING DETAILS 40 PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 OSTEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 OF50 SHELTER FOOTING WITH STEM WALL PER DETAIL ON SHEET 1 R2.03 07 F50 SHELTER FOUNDATION PER METRO STD DETAIL D101C Og CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 105.02 OQ SHELTER OR PYLON FOOTING WITH THICKENED EDGE PER DETAIL B ON SHEET 105.02 10 F50 SHELTER FOOTING WITH THICKENED EDGE PER DETAIL C ON SHEET 105.02 11 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 105.02 12 SHELTER OR PYLON FOOTING WITH INTEGRAL CURB PER DETAIL E ON SHEET 105.02 13 GATE IN PEDESTRIAN GUARDRAIL PER TYPCAL STATION DETAIL D ON SHEET 1S6.02. GB31 SHELTER FOOTING PER METRO STD DETAIL D103 0 �"O•" -0;0;0•" p. p'W D d 'e .. ° v R p. a .D -_ e, .. d. D D D 00000 0002000200 00000 .. d D .e e P D 'e 'D D. ° pe 0 0 0 0 o d D c e D. D D e 002020�0�0�0 a p. p D e .' D °. D � ep D.D O D° O/ D D\>- D e Lo d„ M e. '.D .. pD ;. -41 oD ,.o e oEXISTING CATCH BASIN -. ''D °dTO REMAIN s-__� -� D: ° . p ° D"o O D D d . D e D D e D g C O' a ;:R. I D 4 O U? a I D pe: "D D I' e e I P• .,e D r .e p. p 'G9 .P. O e D p D ,D p I p e D. D D d e .e O P D e e' .e ° D e D• ° e D ° et Dp D d.... D P 4 ,., EXISTING UNDERGROUND e : .•D p,. p .d D I I D 'e. I p p C �e e 9 A D TELEPHONE LINE TO ° O r p' � D DD. I D e' D •e D .D . ' D eD : D • • C O Liz ,d• .d p D ° LO REMAIN D DD D. d D e p .e _D .. eD °, D' I -3.1 /o . l °. D 'D D ..�• D� � 11 e 4.1 /O D gyp: D ••D D pe D �� O n D D P e D ,D y y y y y y. . y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y . y y. y y y y y y y ' y y y ... y y y y y y y y y y y y y y y y y y y y y 1 I .v y y y y y y y y y y TO BE INSTALLED BY y y y y y y y y 0.8' y y y �' y 5 105T,�126+ 40.83 y ly y y y l y y y y y y y y y y'v y y y y y y y y y y y y y „ y y y y y y y y y y OTHERS y y y y y y y y y y 'v FG 386.66., -v y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y , y y y y y y y y y „ y y y y y y y y y y y y y y y y y y y y y y y y y y �' y y Iy y y y y y y y y y y y y y y y y „ y y y y y 'v y y y y y y y y y y y y yy y y y y y �' y �' y y y y y yy y yy y yy y yyEXISTING SIGN y y EXISTING FENCE y y y y 2 105TH 26+40.89 • 22.94' •RT y y y y y y y'v y y TO REMAhN y y y y y BOS 385.94 y y y y y y y y y y TO REMAIN y y EX 385.72 4- - - - - - - y y y y 1 1 1 ° 105TH 26+64.39, 22.94' RT 26+80.89, 22.98' RT 105TH 26+95.89, 22.94' RT 105TH 27+15.26 23.00' RT T ° T 2 BOS 386.81 onjH BOS 387.50 BOS 388.12 BOS 388.73 2 105 H 26+45.46 �2.94' RT EX 386.50 EX 387.22- EX 387.87 EX 388.73 FG 386.10 - EX 385.88 MATCH EXISTING 5 105TH 26+46.14, 22.24' RT FG 386.11 0' 5' 10, DEVELOPMENT ENGINEERING ` ' PLAN -STATION 60323 OB TIER 2 Michael Sippo 09/11/2024 •� SCALE: 1" = 5' R-4214261 DESIGNED: APPROVED: METRO TRANSIT CAPITAL DIVISION DATE: AD -READY SUBMITTAL ' JUNE2024 (425) 453-5000 ��x. �. A. VILLAR G. FRANCO RAPIDRIDE I LINE �$, og wns�1� DRAWN: 1 100 112TH AVE NE, SUITE 500 � acob,, .� King County BELLEVUE, WA 98004 0 C. WILCOX CHECKED: PROJECT N0: LQ R E N TO N SEGMENT DRAWING N0: �34 ®•�'�8pis8$9'� B.MANN E00566E18 METRO STATION PLAN 1 S1.26 CINAL � CHECKED: CONTRACT NO: SHEET NO: OF No. REVISION BY APP'D DATE 6/12/24 I D# 60323 2s3 473 K.CHANG YUEN CXXXXXXXX 00 N r r O O r N 0 N M O O O r N 19 a O to N O O O 9 N N a z 0 z w J X N z 0 qT z 1 Of 1 w O LU w X � 0 2f Wz o z w ne,I 0 x z 0 z w z z ¢ U Z 19 x z 0 z w 0 x z 0 z w X 0 z J w 0 x Y �I DO N N OO z 0 z w I z 0 ¢ U, _4 z 0 z w �I 0 x U) 0 w w x a� a� a� �I N E 3 Z C7 J x 0 a 0 F7 x 0 6') N (V M N � U) 0 O Q' J ml > U) _0 0') O N N N U) O Cl) COI- cli CDCVI M ¢ w Lo Y. 0 � m JD:� rn o E m >Co I � � L� E uri Y CV O Cl)O CD O N �w w Y � J o x 3: w &5 U) �I LU � LL. w 0 0- X STATION 57300 (OB) AMENITIES DESCRIPTION TYPE QTY SHELTER FOUNDATION MEDIUM-15'-11" x 5'-4" 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 5'-2" 1 TECH PYLONi 1 I 31+00 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 2 PEDESTRIAN LUMINAIRE HARDWIRED 2 CURB PAINT 1 TRASH RECEPTACLE 1 FREESTANDING BENCH 2 BOLLARD 0 PEDESTRIAN GUARDRAIL 0 108TH AVE SE (SR 515) � (108TH-LINE) 11 2 00 LU 108TH AVE SE LOCATION MAP 107TH AVE SE 108TH 31 +39.35, 29.54' RT 108TH 31 +51.35, 29.54' RT 108TH 31 +70.85, 29.54' RT TOC 465 • .27 'TOC 465.65 1 C9.0 • ' . ' . ' FL 464.77. FL 465.15 '. TOC 466.26 FL 465.76 108TH 31+15.85, 29.54' RT, ' 23.5" ' 16.5' 15.0' TOC 464.50 ' 108TH 31+03.85, 29.54' RT ' FL 464.00, . TOC 463.65 AL FL 463.61 EXISTING FIREML mwA _ HYDRANT TO Wj6m __4REMAIN 1 C6.18 p D p D I D a .• '' p p .p D''4 D •• D pI: ° D> D. .> D. a D _3.2% a.' I n I a. .. I G D' D D •' bgD \ /,, •p' > ° C•�) I G D a D D >' W' >p 7V I. .W .v. W O��V•.. ..pV .•pa.a• Lf)-W I. P jN ° W > L() O a' 7 .I.r____•_a Imo_ D .___-__�6__�_.___y__, >,'D D .a� a a, LC Ipp. D I D a I o > a. . . I • a h I aD .. . p p. . 5 �a D � .. �al a D D>I l p v EXISTING WATER yin y I D D .'> D °' °. '• >° I' p D Ho - LINE TO REMAIN o y y JHO y y y ° D °d ° d" �'' g y y y y �.p'•' - a- ---3.2%. i y _ 108TH 31 +15.85, 35.04' RT y y / a ... , -- - y y� BOS 464.57 y y y v -v 'TOW 465.72 yy y y y y y y y y y y y y y y y y EX 464.65 y y y y y y y y y y y y y y y y y y y y y y 108TH 31 +24.10 39.31' RT' S y y y y y y y y y y y y y y y y 108TH 31+15.85, 40.04' RT, y y y y y v F 464.91 y y y y y y y y y y y y y yxw-_y BOS464.65 y y y 'v y yyy y yy yy y y y y y y y y y y y TOW 467.76 v y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y �, y -v y y 'EX 467.13 y �' y y �' y y y y y y y y 108TH 31 +23.42, 40.04' RT y y y y y y y y y 108TH 31 +39.35, 40 04' RT 2 y y y y y y y y y y y y y y y y 2 y -BOS 465.42 y y y y y `BOS 464.90, y y y y y y y y y y y y y y y y y TOW 467.79 y y y y y y _v -TOW 467.87 y y y y y y y y y y y y y EX 467.18 EX 467.31 y y y y y y v y y 1 R1.04 108T4131 +38.79 39.31' RT y y y PROPOSED ROW FG 465.39 5 (TYPICAL) y y y y AD -READY SUBMITTAL No. I REVISION BY 1 APP'D 1 DATE p > p D > c ° � I n a. ..p y•Db D D' q p. I .. ° . p I Dp .. D. p O� j p, 0 0; 11l dHj�> a 0 dH I p. 1 dHO STATION GENERAL NOTES 1. SEE SHEET 1 S1.00 FOR STATION GENERAL NOTES AND LEGEND. STATION NOTES 0 EXISTING STATION. MODIFY SIGN TO I LINE STATION 0 SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 AND FOOTING DETAILS 0TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 AND FOOTING DETAILS 40 PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 OSTEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 OF50 SHELTER FOOTING WITH STEM WALL PER DETAIL ON SHEET 1 R2.03 07 F50 SHELTER FOUNDATION PER METRO STD DETAIL D101C Og CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 105.02 O9 SHELTER OR PYLON FOOTING WITH THICKENED EDGE PER DETAIL B ON SHEET 105.02 10 F50 SHELTER FOOTING WITH THICKENED EDGE PER DETAIL C ON SHEET 105.02 11 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D 32+00 ON SHEET 105.02 > . �/ p a •• D >D I P. D I• a I 'D D I Q. D .a �O OHO O� 000 a p> a n' u 000000 00000 y p ,v y y y y y .> o > D y p. .D . I a; EXISTING POLE y y y y 108TH 31+70.85, 43.03' RT° TO REMAIN y y y y BOS 466.69 y ° > ° TOW 468.04 y y D .. .D I'�♦ D a '. .. • a D EX 467.79 v y y y ,D > .a . > p p> • .. pD 108TH 31+55.85, 40.04' RT, y y y y 'vy D° BOS 465.94 3 y y y y y y y y y y TOW 467.99 y y y y y y D D D D y EX 467.40 y y y y y y �'� y y y y y y y/ y y y > D D °D > D I. p a I. y y y „ y y D. PLAN -STATION 57300 (OB) TIER 2 (425) 453-5000 1100 112TH AVE NE, SUITE 500 co BELLE-UE, WA 98004 DESIGNED: A. VILLAR DRAWN: C. WILCOX CHECKED: B. MANN CHECKED: } K. CHANG YUEN APPROVED: G.FRANCO PROJECT NO: E00566E18 CONTRACT NO: CXXXXXXXX 1 d' King County METRO 12 SHELTER OR PYLON FOOTING WITH INTEGRAL CURB PER DETAIL E ON SHEET 1 C5.02 13 GATE IN PEDESTRIAN GUARDRAIL PER TYPICAL STATION DETAIL D ON SHEET 1S6.02. GB31 SHELTER FOOTING PER METRO STD DETAIL D103 co 2 W LL.I 0' 5' 10, Cn •. DEVELOPMENT ENGINEERING �' IL Michael Sippo 09/11 /2024 SCALE: 1" = 5' F-R-42142621 METRO TRANSIT CAPITAL DIVISION DATE: RAPIDRIDE I LINE JUNE2024 RENTON SEGMENT DRAWING NO: STATION PLAN 1 S1.27 D# 57300 SHEET NO: OF 284 473 cc N r O O r N U z O z w J X z O z w J w X z O z w �I 0 X z O z w z z U Z X z O z w Of 0 X z O H Z w X O L L- Z J w U ¢ X 7 Y �I m Cl? 0') N N °O z O H Z w I Z O UJ M� Z O H Z w �I O X 7 U) U H w w X a� a� I E z c� J X O a O H X O N (V M °O N U) � O 7 N LZ' CaUI J m U) O N N C\I U 01 Cl) LO O cli O O LO NI M ¢ w Lo >, 0 r• m IY (D �o �I L E Lsi Y N O MM O O N 0 �w w Y � J o X 3: w &5 U) 3I 1-- w C7 w U 0- X 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 11 SD SD 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 co 00 W 108TH AVE SE 107TH AVE SE LOCATION MAP y y y 108TH 29+81.10, 39.99' LT 1V/ y y y BOS 460.02 3 ° y y y y y EX 460.37 08TH 30+06.85 39.27' L 5 y y y FG 460.9 y y y y y y y y 108TH 29+88.60, 39.99' LT BOS 460.30 2 y y y y y y y y EX 460.87 108TH 30+21.10, 40.02' LT y y y y y y y y y y y y ° 108TH 30+07.53, 40.00' T 2 BOS 461.43 ° ° .v y y y y y EXISTING WATER y y .y v v y y y y BOS 460.97 EX 462.85 ° /\ y y y y y 108TH 29+92.17 39.26' LT EX 462.18 EXISTING 108TH 29+66.11, 39.98' LT LINE TO REMAIN y y y y y y yy y FG460.42 5 ° UNDERGROUND BOS 459.45 y y EX459.44 y y y y yy y yy y yy y yy yy y y y y y y y y y y y y TELEPHONE LINE y �' .v y �' y y y y TO REMAIN y y y y y y y y y y y y y y y y y y y �r y y y y y y y y y y y y y y y y y y .v y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y 108TH 30+31 11 35 03' LT 108TH29+61.11, 35.00' LT y y y y y y y y y y �' y y y y y y y y y y y y y y y y y y y y y y , • y y y y y y y y y y y y y y y y y y BOS459.27 y y y y y y y y y y y y y y y y y y y y y y y y y y y y y AOS 461.70 EX 459.27 y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y v y y y y y y- v y y y _ EX 461.72 MATCH EXISTING D -- -- - y y y y y y y y y p °�'. D 15 () .D° '� .D I � � 'p y y y y y y T SD -3.0 /0 ' i° ° MR . yy ♦V• y oII L >l D." °.. I° D. . ••° °D• D °5.D . °.. DII ° III > D ° ° D .> C. ..o •i° nD IIV y w yy y D> > ° D y y yy •v yJ y y'v y yy .v �' y'� y yV y '° yy y y y y yy y yy y yy y y > ° . . y y 4 A. ° ° d D p > > Al. .. <.5y> c D /y yy y yyT - .yv ° D• T... I ° 'I .° I I I °• > I >'.D o •'> •'n D D'' I A. D-_� p .>D. D 'n• c ° > .>.. .° . I 4 ° " 4 ° >' .. G . > ° D p L_�r�--Lam_ -�'.�.--__��___ 1 ___�, w_� J P J D •. ° >° ° > ° ' >' ° D . ° L.L7 ° . ° D I D ° D , I ° D I ° > ' • > � >. G O D .D ID A D, I,• D. p Lr) > ° • . I 'G '� n.> .. .. n D D I 6 ° F I D. ° M. .°> I'>°. .ID D, ID a• D D % n' > -3.5/0 ° >' ' o > -3.7/o p p D I ° ' D,. I D . ° >-3.4/C) > G D $ I D \� �. • I. .. D . • I D' ° I D ° >�. > n > •. n I. n . ° I 'n • .I ° D.. p� p ° p ° D > . 'D > n . ° Y • . d' I ° a 108TH 29+61.11, 29.37' LT TOC 459.07 EX FL 458.57 MATCH EXISTING 108TH 29+66.11, 29.48' LT TOC 459.25 EX FL 458.75 MATCH EXISTING AD -READY SUBMITTAL No. I REVISION / 108TH 29+81.11, 29.49' LT TOC 459.87 108TH 30+21.12IF, 29.52' LT 108TH 30+31.11, 29.53' LT FL 459.37 TOC 461.29 . ' • •. ' • . ' • •. ' • •. ' • •. ' • •. ' • •. ' • • • •. ' • •. ' • •. ' • •. ' • •. ' • •. ' • •. ' • •. ' • •. ' • . ' • •. ' • •. ' • •. ' • •. ' • •. ' • •. ' • •. ' • •. ' FL 460.79 • •. ' . ' • •. ' • •. ' • •. ' • •, ' • ', , • TOC 461.63 , • • , ' . ', '. ' • •. . FL 461.13 5.0' 15.0' 7.5' ' 32.5' 10.0' .1 08TH 29+88.61, 29.49' LT TOC 460.15 • ' FL 459.65 • ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 108TH AVE SE (SR 515) 30+00 (108TH-LINE) PLAN - STATION 57260 (I13) TIER 2 BY I APP'D I DATE ON (425) 453-5000 1100 112TH AVE NE, SUITE 500 ,j cob BELLEVUE, WA 98004 DESIGNED: 1 APPROVED: A. VILLAR G. FRANCO DRAWN: C. WILCOX La King County CHECKED: PROJECT NO: B. MANN E00566E18 METRO CHECKED: CONTRACT NO: } K.CHANG YUEN CXXXXXXXX STATION GENERAL NOTES 1. SEE SHEET 1S1.00 FOR STATION GENERAL NOTES AND LEGEND. STATION NOTES 0 EXISTING STATION. MODIFY SIGN TO I LINE STATION 0 SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 AND FOOTING DETAILS O3 TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 AND FOOTING DETAILS 4O PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 OSTEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 OF50 SHELTER FOOTING WITH STEM WALL PER DETAIL ON SHEET 1 R2.03 07 F50 SHELTER FOUNDATION PER METRO STD DETAIL D101C Og CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 105.02 O9 SHELTER OR PYLON FOOTING WITH THICKENED EDGE PER DETAIL B ON SHEET 105.02 10 F50 SHELTER FOOTING WITH THICKENED EDGE PER DETAIL C ON SHEET 105.02 11 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 105.02 12 SHELTER OR PYLON FOOTING WITH INTEGRAL CURB PER DETAIL E ON SHEET 105.02 13 GATE IN PEDESTRIAN GUARDRAIL PER TYPICAL STATION DETAIL D ON SHEET 1S6.02. GB31 SHELTER FOOTING PER METRO STD DETAIL D103 0' 5' 10, FDEVELOPIMENT ENGINEERING �' Sippo 09/11/2024 SCALE: 1" = 5' R-4214263 METRO TRANSIT CAPITAL DIVISION DATE: RAPIDRIDE I LINE I JUNE2024 RENTON SEGMENT DRAWING NO: STATION PLAN 1 S1.28 D# 57260 SHEET NO: OF 285 473 O N O O O 1 N N a J z O z w ry JI X z O z w Of I w X z O z w n, rr,' 0 x z O z w z� z Q _ U z X z O z w ry 0 X z O z w ry >I X O z J w U Q X Y I U) 00 > C9 o4 N N C2 z O Z w ry z O U) PON O N N 6) N � o ~� y co cf) ml > O N N ONO Cl) M _0 CO LO CD O CO Ln NI �Qw Lr) TD rl-m� LnEm oQ 0� c� o Y Cl) o� CZ)N 0 W z � � w a J 3 0 x � L w 0-0 w Q C� U a x N 1 O 0 W Imm 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 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 108TH 52+11.27, 40.00' LT BOS 466.30 EX 466.57 I EXISTING STORM 108TH 52+37.77 40.00' LT DRAIN TO REMAIN 108TH 52+24.27, 40.00' LT BOS 465.22 2 \ L� BOS 465.77 3 EX 465.51 EX 466.17 108TH 52+38.34, 39.27' LT 5 oJ, FG 465.19 108TH 52+06.27, 40.00' LT v v y y y y y y y y BOS466.51 y y y y y y y y y y y v y y y y y y y y y y EX 466.81 y y y y y y y y y y y y y y y y y y y y y y y y y v .v .v �' y y y y y y 108TH 51 +96.27, 34.96' LT y ; y y y y y °° ' ' ° -4.1 % p . y v y BOS 466.89 y y y p P D p. D EX 466.89 y y p , X . ° p j ID . D p ID I D , .. MATCH EXISTING y yy 32�' ° p D ° I I I' I I ' ° I > :D D j D D °' D'. I D D OD P I I. .° >, .. > I p •.I '. p. DI'•I p' R Ju 'p D. 'J : ° p° .D D D ,: G B.. > .. D' p •, D>'° -4.1 % I D D. A I p P' D p� i> D I .>q ° M' D ,. v. I -4.1 % I M I° P M - �_S M > M . /V\ D I .P' Q•. I p Vic. ; > >' D' 108TH 51 +96.27, 29.50' LT TOC 466.78 EX FL 466.28 MATCH EXISTING 10.0' 5. 0' 13.0' 13.5' 28.5' 07 fn CV rn W co 108TH AVE SE =107THAVE LOCATION MAP 108TH 52+56.02, 39.27' LT 5 FG 464.48 108TH 52+56.70, 40.00' LT 2 BOS 464.46 EX 464.60 y y y y y y y y y y y y y y 108TH 52+76.2 y BOS 463.67, TO BE INSTALLED y y y y y y y y BY OTHERS y y y y y y y y EX 463.90 y v y y y y y > p y 108TH 52+86.27, 35.14' LT 1 I' p. ' D ° ° p D > d° p M ° > y BOS 463.27 . , y D• ° D I D D D y y EX 463.27 y CH EXISTING D >° F jO j tA > > p. o Sao EXISTING LIGHT ° I t, t POLE TO REMAIN D >. p. N p D D AA- -3.8% M D P D O _11O d 10.0' 10.0' ti 108TH 52+06.27 29.50' LT EXISTING CATCH \�l08TH 52+37.77, 29.50 LT TOC 466.36• BASIN TO REMAIN 108TH 52+76.27, 29.50' LT. FL 465.86 . TOC 465.07' TOC 463.51 108TH 52+11.27, 29.50' LT 108TH 52+24.28, 29.50'LT '. ' FL 464.57 . ' FL 463.01 TOC 465.62 . TOC 466.15 ' FL 465.12 FL 465.65 52+00 o cn 108TH AVE SE (SR 515) (108TH-LINE) PLAN -STATION 57250 (113) TIER 1 % 0 % 0 7.6' 108TH 52+86.27, 29.50' LT TOC 463.13 EX FL 462.63 MATCH EXISTING STATION GENERAL NOTES 1. SEE SHEET 1S1.00 FOR STATION GENERAL NOTES AND LEGEND. STATION NOTES 0 EXISTING STATION. MODIFY SIGN TO I LINE STATION 20 SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 AND FOOTING DETAILS 0TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 AND FOOTING DETAILS 40 PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 OSTEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 OF50 SHELTER FOOTING WITH STEM WALL PER DETAIL ON SHEET 1 R2.03 OF50 SHELTER FOUNDATION PER METRO STD DETAIL D101C Og CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 105.02 O9 SHELTER OR PYLON FOOTING WITH THICKENED EDGE PER DETAIL B ON SHEET 105.02 10 F50 SHELTER FOOTING WITH THICKENED EDGE PER DETAIL C ON SHEET 105.02 11 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 105.02 12 SHELTER OR PYLON FOOTING WITH INTEGRAL CURB PER DETAIL E ON SHEET 105.02 13 GATE IN PEDESTRIAN GUARDRAIL PER TYPCAL STATION DETAIL D ON SHEET 1S6.02. 14 B31 SHELTER FOOTING PER METRO STD DETAIL D103 DEVELOPMENT ENGINEERING e Michael Sippo 09/11 /2024 'D 0' 5' 10, SCALE: 1" = 5' R-4214264 DESIGNED: APPROVED: METRO TRANSIT CAPITAL DIVISION DATE: AD -READY SUBMITTAL ' JUNE 2024 �. A. VILLAR G. FRANCO RAPIDRIDE I LINE (425) 453-5000 ��i ®g wp�� DRAWN: 1 100 1 12TH AVE NE, SUITE 500cob BELLEVUE, WA 98004 0 C. WILCOX King County LQ CHECKED: PROJECT NO: R E N TO N SEGMENT DRAWING NO: ®.c�s�ls834 $�� B. MANN E00566E18 METRO STATION PLAN 1S1.29 ssj®NAL�� N0: OF 6/12/24 CHECKED: CONTRACT N0: SHEET No. REVISION BY APP'D DATE I D# 57250 K.CHANG YUEN CXXXXXXXX 286 473 00 N r r O 0 r N 0 N M O O O 1 N a O N O O O 1 N N a J N O 0 W cn 0 c cz o M�4 U) co CD M CO nI Y w � m CD M Q m M ACV o � U YI o Y N i:�) O ON 0 0 ri z _ w m (D a J 0 X c. . LU � w 0-0 w Q U a X 2E BENCH WITH BACKREST, TYP TECH PYLON, SEE SHEET FSI-105-00-003/02 IN TECH PYLON DWG PACKAGE TRASH RECEPTACLE 10'x10' CLR ADA FRONT DOOR BOARDING AREA — HARD -WIRED PEDESTRIAN LUMINAIRE, TYP, SEE LIGHTING DWGS— SEE CIVIL DWGS FOR PAVING DETAILS ADJACENT TO STATION PLATFORM 4'-0" MIN 'O m D 5'-0" 1 S6.01 CLR LARGE RAPIDRIDE SHELTER RR2 WINDSCREEN BENCH WITH ARMREST, TYP ACCESSIBLE WAITING AREA (2'-6" x 4') 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 4'-0" MIN POWER PEDESTAL, SEE ELECTRICAL DWGS BICYCLE RACK 6'-0" Z D.. ° I d ° d V r 1 D ° D° d Dd n D'd�' I p°. � °' [Id d � p I D D, I ,t'.J I d 1 CL GL, m D I6 D d I° D D e Lea-- ° L J-J ° D ° D ° U C-.o i B BUS ZONE FLAG SIGN TO BE INSTALLED BY OWNER SEE CIVIL DWGS FOR PAVING BENCH WITH BACKREST, TYP TECH PYLON SEE SHEET FSI-105-00-003/02 IN TECH PYLON DWG PACKAGE TRASH RECEPTACLE 10'x10' CLR ADA FRONT DOOR BOARDING AREA HARD -WIRED PEDESTRIAN LUMINAIRE, TYP, SEE LIGHTING DWGS z. BUS ZONE FLAG SIGN TO BE INSTALLED BY OWNER SEE CIVIL DWGS FOR PAVING 1 S6.01 A / 1 S4.01 I LINE RAPIDRIDE STANDARD STATION STATION TIER 1 SCALE: NTS 0 ' m Ln D 5'-0" 1 S6.01 CLR w Qoo� m ul Y w � a m z ILwO2i �0 Q E 1 S6.01 Y� <0w>- m,_YI— Q �a OUQ ww ry, cal 0 CL BICYCLE RACK SEE CIVIL DWGS FOR PAVING DETAILS ADJACENT TO STATION PLATFORM CONTINUOUS PAINTED CURB ALONG BUS ZONE MEDIUM RAPIDRIDE SHELTER RR2 WINDSCREEN BENCH WITH ARMREST, TYP ACCESSIBLE WAITING AREA (2'-6" x 4') MEDIUM RAPIDRIDE SHELTER RR2, SEE SHEET FSI-105-00-006/001 IN RAPIDRIDE 2 KIT OF PARTS DWG PACKAGE ■' .� � i D s v ° .�. ° M D d I. D ° ° D °D !° DI d $ I D t4 D'. Q ° dII p A ® B 1 S6.01 1 S6.01 1' B / 1 S4.01 I LINE RAPIDRIDE STANDARD STATION STATION TIER 2 SCALE: NTS AD -READY SUBMITTAL No. I REVISION BY I APP'D I DATE HARD -WIRED PEDESTRIAN LUMINAIRE, TYP, SEE LIGHTING DWGS a_ Q00~ COL!_YU) � U w 0 0- z ww0LU 1-1 - -O Q POWER PEDESTAL, SEE ELECTRICAL DWGS CONTINUOUS PAINTED CURB ALONG BUS ZONE (425) 453-5000 1100 112TH AVE NE, SUITE 500 acobsBELLEVUE, WA 98004 %J HBB LANDSCAPE ARCHITECTURE TRASH RECEPTACLE 10'x10' CLEAR ADA FRONT DOOR BOARDING AREA j/ COMBINATION SOLAR LIGHT / BUS ZONE FLAG SIGN TO BE INSTALLED BY OWNER SEE CIVIL DRAWINGS FOR PAVING of WAOy ?0T 0 �dll flb�, 171-196 EX P �D� 1 S6.01 RAPIDRIDE F50 SHELTER BENCH WITH BACKREST, TYP ACCESSIBLE WAITING AREA (2'-6" x 4') i, ° ° D Ar°11D D .p p I D ° � b .° D.8 I C D 1 D ° I° I d 1 D. .. D A .. '° `�'� p A 1 S6.01 1' C / 1 S4.01 I LINE RAPIDRIDE STANDARD STATION STATION TIER 3 SCALE: NTS DESIGNED: APPROVED: J.VONG G.FRANCO DRAWN: J. BAKKE CHECKED: PROJECT NO: D. KOONTS E00566E18 CHECKED: CONTRACT N0: K.CHANG YUEN CXXXXXXXX a Q p 0 ~ m LL Y c/) w 2QQ�_ 0 _j m - LLLLoLU 0 Q CONTINUOUS PAINTED CURB ALONG BUS ZONE I 'A King County METRO 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. LDEVELOPMENT ENGINEERING Sippo 09/11 /2024 FR-4214265 METRO TRANSIT CAPITAL DIVISION DATE: RAPIDRIDE I LINE JUNE2024 RENTON SEGMENT DRAWING NO TYPICAL STATION LAYOUTS 1 S3.01 SHEET NO: OF 287 473 N M r O O 0 VL N a O N O O N N a J v CO 0 a ca J O) O � O � �CNJ O 00 N Cn �I o'M Y W CO m 0 o ry M Q m Ln M 0 M O O N � U O N O) O ON O O Z O W % a (D W a � J o cl X 2 W (n LU �I LL W Q U a X 2E qT r N qT 0 0 W LO 0 0 C Cz 0 U-)>' U)a) _ c M co o m M Q M V O 00 N Ow N N Y1 Mo rI X V w N n oCD� oD o m a> _C3 a� a � U o � Y � w cii � L w 0-0 w Q CD U a X 2E 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 LEFT OR RIGHT WINDSCREEN WHERE OCCURS, SEE STATION PLANS SHELTER FOUNDATION, SEE SHEET S2.11 IN RAPIDRIDE 2 KIT OF PARTS STRUCTURAL DWGS CONC PAVING, SEE CIVIL DWGS CURB SEE CIVIL DWGS c� D 10' MIN 1 '-0" BACK ZONE OR SIDEWALK LUSH LANDSCAPE AREA, SEE CIVIL DWGS FOR NON TYPICAL BACK OF STATION CONDITIONS -FINISH GRADE V-5-1/2" PER STRUCTURAL DWGS COLUMN I LINE RAPIDRIDE TYPICAL SHELTER SECTION SECTION SCALE: 3/8" = 1'-0" 1 S5.01 WELD HSS TOP RAIL WITH MITRE JOINT TO HSS END POST SEE STATION PLANS FOR RAILING LENGTH AND LOCATION 1/4" DIA AIR PRESSURE RELEASE HOLE CENTERED UNDERNEATH TOP RAIL; PROVIDE ONE HOLE SPACED 1" ' FROM EDGE OF EACH INTERMEDIARY POST, TYP 411 OC TYP EQ 3 -6 MAX, TYP 0 CONC PAVING, SEE CIVIL DWGS CURB SEE CIVIL DWGS 10' MIN TECH PYLON, SEE SHEET FSI-105-00-003/02 IN TECH PYLON DWG PACKAGE TECH PYLON FOUNDATION, SEE SHEET S3.01 IN RAPIDRIDE 2 KIT OF PARTS STRUCTURAL DWGS LANDSCAPE AREA, SEE CIVIL DWGS FOR NON TYPICAL BACK OF STATION CONDITIONS FLUSH v v • . r .s: �D II— I V-11" PER STRUCTURAL DWGS COLUMN I LINE RAPIDRIDE TYPICAL TECH PYLON SECTION SECTION SCALE: 3/8" = V-0" 1 S5.01 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 3X2X1/4 TOP HSS3x2x1/4 STEEL RAIL, TYP, WELD TOP RAIL, ASTM TO POSTS 500, GR B. WELD HSS 3X2X1/4 TO POSTS, TYP INTERMEDIARY POST, TYP HSS 1 /2 X 2 ASTM HSS 1/2 X 2 ASTM A36 A36 STEEL PLATE STEEL PLATE INFILL INFILL PICKETS PICKETS, WELD TO TOP X AND BOTTOM RAILS Q HSS 3X2X1/4 HSS3x2x1/4 STEEL BOTTOM RAIL, TYP, BOTTOM RAIL, ASTM WELD TO POSTS • D. .D v v p I I D D I a` vp" •p. v G v I � D v v. HSS END POST NOTES: 1. RAILING - TOP AND BOTTOM RAILS TO MATCH SLOPE OF SITE AT EACH LOCATION; EXPANSION POSTS AND PICKETS TO BE VERTICAL. ANCHOR, TYP 'CE 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. PEDESTRIAN GUARDRAIL DETAIL SCALE: NTS 1 S5.01 AD -READY SUBMITTAL 7 (425) 453-5000 1100 112TH AVE NE, SUITE 500 JacobsBELLEVUE, INA 98004 HBBC No. REVISION BY APP'D DATE LANDSCAPE ARCHITECTURE 500, GR B. WELD TO POSTS, TYP BASE PLATE EXPANSION ANCHOR, TYP c� BASE PLATE; PL 1/2" ASTM A36 1/2" DIA HOLE HSS3X2X1/4 POS WELD POST TO BASE PLATE 9/16" HOLE; 1/2" TYPE 304 SS EXPANSION ANCHOR WITH 4" EMBEDMENT, TYP PEDESTRIAN GUARDRAIL SECTION of WAs,y ��' R O �d11 flb� 171-196EXP_ DETAIL R SCALE: NTS 1 S5.01 DESIGNED: C J. VONG DRAWN: 2 3 J. BAKKE CHECKED: h c� Doti D. KOONTS P CHECKED: K. CHANG YUEN APPROVED: G.FRANCO PROJECT NO: E00566E18 CONTRACT NO: CXXXXXXXX BACK OF ZONE OR SIDEWALK EXPANSION ANCHOR, TYP I BACK OF . . . ... PLATFORM . . . RAILING, ABOVE I RAILING BASE PLATE — — — — — ----------- O ALIGN FACE OF RAILING POST WITH FACE OF COLUMN SHELTER COLUMN ----------- T- ----- O O . . . . . . . . . .. X ... ... ... .. PEDESTRIAN GUARDRAIL DETAIL DETAIL SCALE: NTS 1 S5.01 611 1" 4" 1" O I O z , O I O RAILING BASE PLATE ,,e SHELTER COLUMN BASE PLATE R v ° d 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. THICKENED SLAB EDGE OR WALL FOUNDATION - SEE CIVIL PLANS FOR LIMITS AND STRUCTURAL PLANS FOR DETAILS PEDESTRIAN GUARDRAIL ATTACHMENT DETAIL SCALE: NTS 1 S5.01 LQ King County METRO DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 FR-4214267 METRO TRANSIT CAPITAL DIVISION DATE: RAPIDRIDE I LINE JUNE2024 RENTON SEGMENT DRAWING NO: TYPICAL STATION SECTIONS 1 S5.01 SHEET NO: OF 289 473 o C�� o 00 N 0'M Cn of Y w � 00 o � M Qm CID M V o(-0� U U YI Mo Y N a1 MO C) o o z w CU a a (D a � J c) X Lw w c� Q U a X 2E qT r NOTES: N 1. LOCATE BENCHES AS SHOWN IN PLANS, FIELD VERIFY WITH PROJECT Q REP PRIOR TO INSTALLATION. 2. INSTALL BENCH LEVEL, PROVIDE 0 SHIMS AS REQUIRED. 1'-0" CLR SECTION EDGE OF CONCRETE PAVING 4 011 U 0 BACK OF BENCH 00000000000000000000000000000000000000000000 00000000000000000000000000000000000000000000 F--0ND 0000000,',D 0000000000000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 �00000000000000000000 000000000000000000000 00000000000000000000 000000000000000000000 00000 00000 00000000000 000000000a00000a00000000000000000000000000000 FRONT OF BENCH 0000000000000000000000000000000000000000000000 0000000000000000000000000000000000000000000000 0000000000000000000000000000000000000000000000 0000000000000000000000000000000000000000000000 0000000000000000000000000000000000000000000000 0000000000000000000000000000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 00000000 000000 0000000 000000000000000000000 00000000 000000 0000000 000000000000000000000 00000000 000000 0000000 000000000000000000000 0000000000000000000000000000000000000000000000 - BENCH WITH BACKREST, 0000000000000000000000000000000000000000000 0000000000000000000000000000000000000000000000 SEE SPECS 4'-0" - 4" THICK CONCRETE PAVINGco C ", PER CIVIL DWGS EDGE OF CONCRETE PAVING I-r- BASE COURSE, SEE CIVIL v H D H v ... ... ... ... ... ... ... ... ... ... ... ... ELEVATION I LINE RAPIDRIDE BENCH WITH BACKREST DETAIL (A� SCALE: NTS 1 S6.01 SUBGRADE, SEE CIVIL r, l A K I D 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 SECTION NOTE: 1. INSTALL TRASH RECEPTACLE ENCLOSURE LEVEL, USE SHIMS AS REQUIRED. 1'-0" CI R TRASH RECEPTACLE OPENING TO FACE STREET STREET BACK OF SIDEWALK TMAC+u Mrr+rMTAf+l r- - BENCH WITH ARMREST, SEE SPECS - 4" THICK CONCRETE PAVING PER CIVIL DWGS EDGE OF CONCRETE PAVING BASE COURSE, SEE CIVIL SUBGRADE, SEE CIVIL EDGE OF CONCRETE PAVING 4'-011 U 0 BACK OF BENCH 1500000000000000000000c 500000000000000000000 000eee00000000000000 0000000000000000e000 ' 00go0000000000000000 00000000000000000000 00000000000000000000 0000000000000000eo00 00000000000000000000 00000000000000000000 . 000 000 . 00000000000000000000 00000000000000000000 . 00000000000000000000 0000000000000000GAD 00 C. 00000000000000000000 00000000000000000000. ooeee00000000000000 000000000oo000eee0oo 0000000000000000000 00000000000000000000 FRONT OF BENCH 4'-0" PLAN 000000000000000000000 00000000000000000 00000 00 000000000000000000 00000000000000000 00000 C CO I IV p. LJ . V D I I D I I ... ... ... ... ... ... ... ... ... ... ... ... I LINE RAPIDRIDE BENCH WITH ARMREST DETAIL it SCALE: NTS 1 S6.01 CONC PAVING, SEE CIVIL DWGS EDGE OF CONC PAVING, SEE CIVIL — q q BICYCLE BICYCLE RACK RACK 4'-0" MIN 6 ! -0", TYP TYP ELEVATION WALL, CURB, OR OTHER VERTICAL OBSTRUCTION w oa_ m NOTE: 1. FIELD VERIFY SITE FURNISHING LOCATIONS WITH PROJECT REP PRIOR TO INSTALLATION. Mir \11n1 r- MAr+v CUT TOP OF BOLT SO THAT NO MORE THAN 2 THREADS ARE EXPOSED; CROSS TUBE SS WASHER, DIA SIZED TO BE 1/4" 00 00 MAINTAIN CONSISTENT HT FOR ALL BOLTS ON PROJECT LARGER THAN TRI-GROOVE NUT TRASH RECEPTACLE SS TRI-GROOVE NUT; ROUND GASKET, NEOPRENE • FINISH GRADE OF 4" THICK CONCRETE C TAMPER RESISTANT OR APPROVED EQ; SIZE TO o ADJACENT CONC PAVING, C PAVING PER CIVIL DWGS MATCH WASHER SEE CIVIL DWGS C WEDGE ANCHOR BOLT; SITE FURNISHING MOUNTING _ 4" THICK CONCRETE o SIZED TO FIT HOLE IN m PLATE WITH HOLE PER MFR C PAVING PER CIVIL DWGS MFRS MOUNTING PLATE °� 00 CONC PAVING - SEE CIVIL DWGS o o m — EDGE OF CONCRETE PAVING 7 > ° 0 z i � D i N 7 00 HOLE DIA TO FIT BOLT DIA PER mo 0 0 • O O O O O O O O o r = .. a a a a MFRS INSTRUCTIONS; HOLE o o > ' ,:• : _ _ _ _ ______ p '7 —III �,IIiII�,II I III I III III III=� DEPTH TO BE 1/4" DEEPER > > THAN END OF BOLT p o _ _ _ _ _ _ _ _ _ — / BASE COURSE, ELEVATION 2'-21" SECTION SEE CIVIL DWGS 2 SECTION SECTION SECTION I LINE RAPIDRIDE I LINE RAPIDRIDE I LINE RAPIDRIDE BIKE RACK SURFACE MOUNT SURFACE MOUNT TRASH RECEPTACLE DETAIL K DEVELOPMENT ENGINEERING DETAIL �C� DETAIL r6"), SCALE: NTS 1 S66.01 Michael Sippo 09/11 /2024 SCALE: NTS 1 S6.01 SCALE: NTS 1 S6.01 FR--4214268 DESIGNED: APPROVED: METRO TRANSIT CAPITAL DIVISION DATE: AD -READY SUBMITTAL of WAsy, JUNE 2024 (425) 453-5000 ��?0 01//AR J. VONG G. FRANCO RAPIDRIDE I LINE 1100 112TH AVE NE, SUITE 500 �� O DRAWN: .JacobsBELLEVUE, WA 98004 2 Q LQ King County J. BAKKE CHECKED: PROJECT N0: R E N TO N SEGMENT DRAWING N0: HBB A`� 0 Q) �� D.KOONTS E00566E18 METRO TYPICAL STATION DETAILS 1S6.01 2 �ti �396 EXP P. �G� CHECKED: CONTRACT NO: SHEET N0: OF No. REVISION BY APP'D DATE �gNDSCAPE P 290 473 LANDSCAPE ARCHITECTURE K. CHANG YUEN CXXXXXXXX Q N r r O O r N V O Q N O O O N N a \` 1 (V O 0 J 0 CO U) M � N 0 � U)w >o 0m12f 0 E O cu 0 x v U a)I o Y N O o N 0 w � T Ur N � � J LU Z5 0 X �LU I�wC7 w U a X 00000000000000000000 `V L' 00000000000000000000 00099900000000000000 00000000000000999000 00g00000000000000000 00000000000000000000 . . . . . . . . . . . . . . . . .. . . 00000000000000000000 00000000000000000000 00000000000000000000 00000000000000000000 . 000 000 00000000000000000000 O00000000000000000mo 00000000000000000000 00000000000000000000 . 00000000000000000000 00000000000000000000 . 0009990o00 000000000 00 00000000000999000 . . 00000000 00 00000000000000000 1I0000000000 I� 2" B STATION BENCH WITH ARMREST 1 S6.01 SHELTER LEANING RAIL 1 S5.01 Q PEDESTRIAN GUARDRAIL RAPIDRIDE SHELTER RR2, SEE SHEET FSI-105-00-004/001 IN RAPIDRIDE 2 KIT OF PARTS DWG PACKAGE CURB LINE/FRONT OF ZONE 4" OC ( 4" OC \ 6„ TYP TYP . . . . . . . . . . L . . . . . . G%_ N' OP 4" OC . J� . . . . . . . I TYP I/(0-) RAILING POST, TYP . . . . . .. ..�„pG..... ...... ........I .............. . . . .. .\ I RAILING TOP RAIL, ABOVE . . . . . . . . . . . . i ° � 4 n l n l I I a u u v � 1 I O . RAILING BASE PLATE I . . . . . . . . . . . . . ... I. . . . . W SEE... .. ..... ... ... .... N �. NOTE 1 r BEGIN PICKET SPACING P\c; O SPPG\NG WELD ENDS OF THE TOP RAIL; \ TOP RAIL TO APPEAR CONTINUOUS N V STEEL PLATE INFILL PICKET, TYP 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. N INCLUDE ANGLE OF PEDESTRIAN GUARDRAIL ON SHOP DRAWINGS. M r O PEDESTRIAN GUARDRAIL PLAN O AT ANGLED CORNERS ' N DETAIL B I% SCALE: NTS 1 S6.02 Ail PLAN FURNISHINGS LAYOUT AT STATION AREA DETAIL A SCALE: NTS 1 S6.02 \ / CL CL oQ Q o DIRECTION OF GATE SWING 8,' 4" OC L4.'v J OC � u TYP . I. TYP . 00 _ . . . . . . . . . 4,,. OC . . . . . . . . .- WELD ENDS OF THE TOP & BOTTOM I TYP . RAILING POST, TYP I I Y I 6'-0° I PLAN RAILS WITH A MITRE JOINT; TOP I I I Q r- 11 -� RAILS TO APPEAR CONTINUOUS I EDGE OF TOP AND 1 1/2" 1 I I I BOTTOM RAILS, TYP o GRAVITY GATE Q2'-10" 2'-10" LATCH, WELD TO 1 1/2" GATE FRAME n I n I I 155.01 �� 4" OC TYP WELD HSS GATE FRAME U U I}+I WITH MITRE JOINTS . . . . . . . . . . . . .I `I 6 . . . . ATTACH TWO CANE BOLT MOUNTING 8„ C C O O GUIDES TO GATE FRAME PER U , } MANUFACTURER'S REQUIREMENTS a O I RAILING BASE PLATE a I I I HSS 3X2X1/4 GATE FRAME HSS 1/2 X 2 ASTM A36 STEEL � I I PLATE INFILL PICKETS, O O `� WELD TO GATE FRAME PEDESTRIAN GUARDRAIL PLAN co � - - = AT 90 DEGREE ANGLED CORNERS a 7" LONG HEAVY-DUTY BARREL HINGE, WELD TO PEDESTRIAN STEEL PLATE INFILL I DETAIL �C� GUARDRAIL POST AND GATE PICKET, TYP I SCALE: NTS 1S6.02 FRAME, PROVIDE (2) EACH SIDE I I C __l I I • v p, v �'• p . ° • o • ° v. ' ° : p d EEEOPMENT ENGINEERING 4 °• ° ° ° l Sippo 09/11/2024 PROVIDE 3/4" DIAMETER DRILLED HOLE n �� 1/2" DIAMETER 24" LONG GALVANIZED PEDESTRIAN GUARDRAIL GATE THROUGH CONCRETE TO RECEIVE STEEL CANE BOLT DROP -ROD WITH CANE BOLT BLACK POWDER COAT FINISH DETAIL ELEVATION SCALE: NTS I S6.02 R-4214269 DESIGNED: APPROVED: METRO TRANSIT CAPITAL DIVISION DATE: AD -READY SUBMITTAL of WAsti, JUNE2024 (425) 453-5000 �� RiT o VR tip, O DRAJ. WN: G. FRANCO RAPIDRIDE I LINE 1100 112TH AVE NE, SUITE 500 co 2 jacobsBELLEVUE, WA 98004 J. BAKKE King County � CHECKED: PROJECT N0: R E N TO N SEGMENT DRAWING N0: HBB��2 0 D. KOONTS E00566E18 METRO TYPICAL STATION DETAILS 1 S6.02 ��` 739 �3 G� CHECKED: CONTRACT NO: Q 6 EX P • � SHEET N0: OF No. REVISION BY APP'D DATE 4,1NDSCAP� P 291 473 LANDSCAPE ARCHITECTURE K. CHANG YUEN CXXXXXXXX qT PLANTING SCHEDULE z 0 z w ry z 0 U LU H 0 ry Lu w fy FT X z 0 z w ry 0 z 0 z w ry 0 o' X z 0 J Q x 0 z J w U Q 904 0 N N 0 ry m N N z 0 z w ry 0 o' X o o z w O 0 W w J J x o z �x� �Oz 00 J ry U o o m X o .- coCD C�� Lcli eo N O 3: Lo cv o ry V w 0 CN 0 o CD0 � � m � � 0 U p Y �IF --- LLC7 w Q C) a_ x 0 41 SYM QTY 0 W I O°° 69 °o°o° 0 0 0 00000 0°000 0°000 255 o°o°o 00000 °0000 0°000 0°000 426 00000 0 00 0 00000 405 0°000 00000 o°o°o 0°000 00000 238 00000 00000 00000 00000 0000 104 00000 SCIENTIFIC/COMMON NAME SHRUB & GROUNDCOVER MIX A 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 SHRUB & GROUNDCOVER MIX B 314 Spiraea japonica 'Walbuma' / MAGIC CARPET SPIREA 171 Pinus mugo 'Slowmound' / SLOWMOUND MUGO PINE 719 Mahonia repens / CREEPING OREGON GRAPE 399 Lavandula angustifolia 'Hidcote' / HIDCOTE LAVENDER 644 Armeria maritima / SEA THRIFT SHRUB & GROUNDCOVER MIX C 116 Physocarpus opulifolius 'Jefam' / AMBER JUBILEE NINEBARK 157 Vaccinium ovatum / EVERGREEN HUCKLEBERRY 992 Polystichum munitum / WESTERN SWORD FERN 1,830 Mahonia repens / CREEPING OREGON GRAPE 910 Arctostaphylos urva-ursi / KINNIKINNICK 1,644 Sedum spurium 'Dragon's Blood' / DRAGON'S BLOOD STONECROP SHRUB & GROUNDCOVER MIX D 394 Lotoneaster Clammen 'Uoral t3eauty' / CORAL BEAUTY COTONEASTER 122 Mahonia aquifolium / TALL OREGON GRAPE 3 Philadelphus coronarius / MOCK ORANGE 40 Cistus purpureus / PURPLE ROCK ROSE 1,254 Hypericum calycinum / ST. JOHN'S WORT 5 Photinia x fraseri / FRASER PHOTINIA 73 Lavandula angustifolia 'Munstead' / MUNSTEAD LAVENDER 18 Euphorbia characias ssp. wulfenii / LARGE MEDITERRANEAN SPURGE 35 Jacobaea maritima / DUSTY MILLER AD -READY SUBMITTAL No. I REVISION BY I APP'D I DATE SIZE/REMARKS DETAILS 2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED, 1 U2.01 1 U2.01 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, 1 U2.01 1 U2.01 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; 2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED, 1 U2.01 1 U2.01 2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED; 2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED; I 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; 1 U2.01 1 U2.01 2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED; 2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED; I 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; so (425) 453-5000 1100 112TH AVE NE, SUITE 500 cobBELLEVUE, WA 98004 SYM QTY SCIENTIFIC/COMMON NAME TREES 4 Amelanchier laevis 'Snowcloud' / SNOWCLOUD SERVICEBERRY 9 Carpinus betulus 'Fastigiata' / COLUMNAR HORNBEAM 13 Ginkgo biloba 'Autumn Gold' / AUTUMN GOLD GINKGO 14 Maackia amurensis / AMUR MAACKIA 9 Crataegus x mordenensis / TOBA HAWTHORN 12 Parrotia persica 'Vanessa' / VANESSA PERSIAN IRONWOOD 6 Quercus bicolor / SWAMP WHITE OAK • 6 Pseudotsuga menziesii / DOUGLAS FIR SEED / MULCH PLANTING SCHEDULE SYM QTY ITEM SIZE/REMARKS 2.5" CAL; B&B; FULL, WELL BRANCHED & WELL ROOTED; STRAIGHT CENTRAL LEADER & SINGLE TRUNK; SYMMETRICAL BRANCHING HABIT DETAILS 0 1 U2.01 6' HT; B&B; FULL, FULLY BRANCHED & WELL ROOTED; STRAIGHT CENTRAL LEADER & SINGLE 1 U2.01 TRUNK; SYMMETRICAL BRANCHING HABIT 2,745 SF 3" DEPTH MULCH 72 SF 4" DEPTH ROUNDED RIVER ROCK MULCH :�•: ':":. 12,031 SF SEED LAWN INSTALLATION PLANTING AREAQUANTITIES MIX A AR EA TOTALS SYMBOL TYPE COMMON NAME SPACING Al A2 A3 A4 A5 A6 A7 A8 iO000OO°0 MED SHRUB DAVID VIBURNUM 3-FT O.C. 11 10 7 17 5 4 7 8 0 0 0 0 °0°o°0°o FERN WESTERN SWORD FERN 2-FT O.C. 39 40 28 61 16 11 29 31 0 0 0 0 °0°o°0°o GROUNDCOVER CREEPING OREGON GRAPE 1.5-FT O.C. 62 65 48 91 31 24 50 55 0 0 0 0 °0°o°0°o GRASS ORANGE SEDGE 1.5-FT O.C. 62 62 44 83 30 23 50 51 00000000 °°°° PERENNIAL O O O O HENFIELD BRILLIANT ROCK ROSE 1.5-FT O.C. 40 36 25 52 17 13 27 28 So?o2o?o PERENNIAL BLUE BOA HYSSOP 1.5-FT O.C. 1 19 1 15 1 10 1 22 1 7 1 6 1 13 1 12 IRRIGATION RESTORATION SYM ITEM INDICATES EXISTING IRRIGATION TO 1 BE RESTORED WITHIN LIMITS OF MIX B AR EA TOTALS SYMBOL TYPE COMMON NAME SPACING 131 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 B12 B13 SM SHRUB MAGIC CARPET JAPANESE SPIREA 2-FT O.C. 31 34 10 56 10 16 9 0 42 0 13 90 3 SM SHRUB SLOWMOUND MUGO PINE 2-FT O.C. 19 21 6 35 6 9 6 3 25 3 6 30 2 GROUNDCOVER CREEPING OREGON GRAPE 1.5-FT O.C. 69 76 22 124 21 33 20 8 116 7 30 186 7 }}} PERENNIAL HIDCOTE LAVENDER 1.5-FT O.C. 41 45 14 75 14 22 14 3 61 5 19 80 6 GROUNDCOVER SEATHRIFT 1-FT O.C. 68 75 20 121 21 34 21 17 92 13 31 120 11 MIX C AR EA TOTALS SYMBOL TYPE COMMON NAME SPACING C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 LARGE SHRUB AMBER JUBILEE NINEBARK 4-FT O.C. 36 0 28 0 0 0 0 0 0 0 22 30 MED SHRUB EVERGREEN HUCKLEBERRY 3-FT O.C. 45 7 38 0 0 0 0 0 3 5 25 34 FERN WESTERN SWORD FERN 2-FT O.C. 101 28 160 186 3 5 90 155 7 14 103 140 SM SHRUB CREEPING OREGON GRAPE 1.5-FT O.C. 302 1 60 195 365 1 8 1 13 175 297 1 15 1 28 1 158 214 SM SHRUB KINNIKINNICK 2-FT O.C. 130 32 130 155 6 9 75 129 8 16 93 127 GROUNDCOVER DRAGON'S BLOOD STONECROP 1-FT O.C. 289 67 210 284 5 8 144 248 10 26 150 203 MIX D AREA TOTALS SYMBOL TYPE COMMON NAME SPACING D1 D2 D3 D4 D5 D6 D7 D8 D9 D10 D11 •'•'•••'•'• SM SHRUB CORAL BEAUTY COTONEASTER 3-FT O.C. 69 325 - - - - - - - - - '•'•'•'•'•' MED SHURB TALL OREGON GRAPE 3-FT O.C. 22 100 - - - - - - - - - •'• LARGE SHRUB MOCK ORANGE 8-FT O.C. - - 3 - - - - - - - - ••'•'•`•'•' MED SHRUB PURPLE ROCKROSE 4-FT O.C. - - - 40 - - - - - - - •••••`••••• SM SHRUB ST. JOHN'S WORT 1.5-FT O.C. - - - - 70 181 352 - - 451 193 ;•;•;•;•;•; LARGE SHRUB FRASER PHOTINIA 5-FT O.C. - - - - - - - 5 - - - •••••••••:• PERENNIAL MUNSTEAD LAVENDER 1.5-FT O.C. - - - - - - - - 73 - - ,•,•,•,•,•,PERENNIAL LARGE MEDITERRANEAN SPURGE 3-FT O.C. - - - - - - - - 18 - - •,•,•,•,•,• PERENNIAL DUSTY MILLER 1.5-FT O.C. - - - - - - - - 35 - - DESIGNED: APPROVED: a F W A S y ti C. FLOREANI G. FRANCO DRAWN: pELLq � F< c � u = Z C. FLOREANI U CHECKED: PROJECT NO: ` � U 74 L. FRENCH E00566E18 Fa�ANDSCAP�P�G CHECKED: CONTRACT NO: 6/11 /24 K. CHANG YUEN CXXXXXXXX LIQ King County METRO LAWN RESTORATION, MULCH RESTORATION, OR NEW PLANTING AREA 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. [DEVELOPMENT ENGINEERINGchael Sippo 09/11/2024 R-4214270 METRO TRANSIT CAPITAL DIVISION DATE: RAPIDRIDE I LINE JUNE2024 RENTON SEGMENT DRAWING NO: LANDSCAPE SCHEDULES, 1 U1.00 GENERAL NOTES AND LEGEND SHEET NO: OF 452 473 GENERAL NOTES N O 0 W z O z w ry z O U Uj O ry Lu w ry I- X Z O P z w 0 7 z 0 0 z w 0 X z J Q x O U_ z J LU U Q 0- 0 > m N N C 0 ry m N N Z O z w ry 0 0 z w O (� w J J x 7 o z �x0 O yj co J � o U r C)m X 7 _ (.0 CYD rl- _� N N N O 3: Lo N o ry V w 0 Co N 0 CD0 � � m � � 0 � U 3: p Y LU 3 I: LL w Q 0 a x I 0 1 O z 0 z J OHP O OHP OHP- OHP OHP / OHP OHP OHP— OHP— D z o � O O IN z 0 O = O 0 OHP OHP BARK OR WOOD o CHIP MULCH CO 0 0 O 2 D O 2 10+00 o O- 18+29 I 0 z � o O AD -READY SUBMITTAL No. I REVISION BY I APP'D I DATE 0 (:1:19��2305-9032 ROW OHP OHP OHP OHP nHP OHP OHP OHP ()Hp OHP OHP OHP OHP BHT FIXTURE, TYP — ()Hp__ E LIGHTING PLANS B Ll U2.02 O .0 HP OHP HP OH OH nil P — 0 H P _ _ �. 11 +00 S G RADY WAY 12+00 I — — (GRA-LINE) 192305-9102 (425) 453-5000 1100 112TH AVE NE, SUITE 500 BELLEVUE, WA 98004 0 192305-9103 , DESIGNED: APPROVED: a F W A S ti + C. FLOREANI G. FRANCO DRAWN: OELLA F< c �T� � u = Z C. FLOREANI U— CHECKED: PROJECT NO: U L. FRENCH E00566E18 Fa�ANDSCAP�__P�G CHECKED: CONTRACT NO: 6/11 /24 K. CHANG YUEN CXXXXXXXX 13+00 I _ — 14' 4 D D Ld Ld Lf) L1.1 j V ) 0' 20' 40' SCALE: 1" = 40' LQ King County METRO 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. DEVELOPMENT ENGINEERING Michael Sippo 09/11 /2024 R-4214271 METRO TRANSIT CAPITAL DIVISION DATE: RAPIDRIDE I LINE JUNE2024 RENTON SEGMENT DRAWING NO: LANDSCAPE PLAN 1 U1.01 GRA 10+00 TO GRA 14+00 SHEET N0 OF 453 473 O N O O O 9 N N Q J Z O z w ry z O O w O o' w w o' FT X 0) z O z w ry 0 z O z w O X z 0 J Q X O ILL. z J w O Q 904 O N N O ry m N N O1 Z O Z w ry }I 0 X N O � 0 Z w O 0 W w J J x o z �o0 00 J ry U o o m X co C�� Logo O N O 3: Lo N No ry V w 0 Co N 0 CD0 � � m � � 0 O p Y �I[__ LLC7 0-0 w Q U a X ��l 05-9032 OHP 0 �• `.� OHP- O I � 1 F-- W OH ° Ld 2 n )HP - HP— OHP Li-1P HP- OHP PLANTING AREA D2 W 1 U2.02 SOIL PREP DETAIL B SHALL EXTEND - I TO 10' RADIUS FROM CENTER OF TREE WITHIN WORK LIMITS. O 00 15+00 TREE PROTECTION ZONE OF EXISTING TREE, TYP. SEE SITE PREPARATION PLANS Q FOR TREE PROTECTION FENCING, DETAIL fry AND EXISTING TREES TO BE REMOVED. 0 A 0�W 1 U2.02 _z O J (, PLANTING AREA i— D3 b b AD -READY SUBMITTAL No. I REVISION BY I APP'D I DATE OHP - OH[ OHP OHP (A) 1 U2.02 TCE � I 7ROW - PROPOSED \ OHP-- 0 IP 1 PLANTING AREA Al LIGHT FIXTURE, TYP SEE LIGHTING PLANS PLANTING AREA B1 s FI'U 3. 0 1 =9 IA loom _ _ C44 •• �� • � - • � 11 . 11 so (425) 453-5000 1100 112TH AVE NE, SUITE 500 BELLEVUE, WA 98004 DESIGNED: APPROVED: a F W A S y ti C. FLOREANI G. FRANCO DRAWN: OELLA F< c �T/�<' � u = Z C. FLOREANI U- CHECKED: PROJECT NO: � U L. FRENCH E00566E18 EX Fa�ANDSC CHECKED: CONTRACT NO: P�G 6/11 /24 K. CHANG YUEN CXXXXXXXX L-A I\VVV 192305-9096 1 0 J o W °°°� °°°°°° PLANTING AREA Lij B2 _ W -PLANTING AREA (I) B3 OHF PLANTING AREAIP HP A3 -O -19 O BHP O OHP OHP Q 0 H P Uj Z J 192305-9043 0' 20' 40' SCALE: 1" = 40' L14 King County METRO 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. DEVELOPMENT ENGINEERING I Michael Sippo 09/11 /2024 FR-4214272 METRO TRANSIT CAPITAL DIVISION DATE: RAPIDRIDE I LINE JUNE2024 RENTON SEGMENT DRAWING NO: LANDSCAPE PLAN 1 U1.02 G RA 14+00 TO G RA 19+00 SHEET NO: OF 454 473 z O z w ry I z O U LU O ry w w fy FT x z O z w Of 0 �� O Cl? o� N N C O C O ry I w 00 m N N O1 Z O z w ry }I 0 X co o 0 Z � w o O c w (B J J x o z �x� O z 0 J E)f Cl) 01 o U o m X ._ CD co C�� CY) I- M Lo O N (=)mo 3: Lo N p V w 0 Co N Of Dm � c � � U 0 0 Y w v> �I � LL w Q U a x 2i W V) 0 0 Q Of 0 W z J 2 U C�192305-9070 A,q CFI � 8 0 0 d- N Q CD w z_ J _ 0 Q 6 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. 0' 20' 40' DEVELOPMENT ENGINEERING �� I Michael Sippo 09/11 /2024 SCALE: 1" = 40' FR-4214273 DESIGNED: APPROVED: METRO TRANSIT CAPITAL DIVISION DATE: AD -READY SUBMITTAL ' JUNE 2024 a F W A g y C. FLOREANI G. FRANCO RAP I D RI D E I LINE (425) 453-5000 ,�`` �oE��q a� ti� DRAWN: 1100 112TH AVE NE, SUITE 500 �� M o • moacobBELLEVUE, WA 98004 _ �J _ Z King County � Z C. FLOREANI CHECKED: PROJECT N0: LQ R E N T O N SEGMENT DRAWING N0: 2 o� �� L. FRENCH E00566E18 RO MET LANDSCAPE PLAN 1U1.03 Fa�ANDSCAP P�G CHECKED: CONTRACT NO: SHEET OF G RA 19+00 TO G RA 24+00 NO: NO: 473 No. REVISION BY APP'D DATE si11i24 K. CHANG YUEN CXXXXXXXX 0 N O O O N N J z O z w ry I z O U LU H O ry uw w fy X z O z w ry V z O z w ry i�:I O ry X z U_ J Q X O w z J w U n, Q 904 O Cl? o� N N C O C O ry 00 m N N O1 Z O z w ry }I 0 ry X v o � 0 Z w O O M w � J J x O z X 0 O z 00 J ry oCD m X c9 E C co L M N O M O 3: Lo N �I o rK ',I-w a) 0 o N 0 CD0 � m � ? U w CO �I � LL 0-0 w Q U a X 2i z O z w ry z O U LU O ry w w fy FT X z O z w ry 0 z O z w ry O X z J Q X O z J LU U Q 904 O Cl? o� N N 0 ry m m N N Z O Z w ry }I 0 X L o 0 Z w o O W LU J J X o z �o0 00 J ry o U o m X ._ CD co C�� I L M N c: Lo of o V w 0 Co N 0 CDm � U 0 0 Y w v> LL 0-0 w Q U a X 0 / gn9*1 1F_ann7 H d H 0 dH0 ---_ d H 0 d H 0 F- W W W W U) 0 L 00 d I- SCALE: 1" = 40' 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. DEVELOPMENT ENGINEERING 191 Michael Sippo 09/11/2024 R-4214275 DESIGNED: APPROVED: METRO TRANSIT CAPITAL DIVISION DATE: AD -READY SUBMITTAL ' JUNE 2024 a F W A g y C. FLOREANI G. FRANCO RAP I D RI D E I LINE (425) 453-5000 ,�`` �oELLq a� ti� DRAWN: A No cob1100 112TH AVE NE, SUITE 500 �� M o • BELLEVUE, WA 98004 Co _ �J _ Z King County Z C. FLOREANI LQ CHECKED: PROJECT NO: R E N T O N SEGMENT DRAWING NO: L. FRENCH E00566E18 MET LANDSCAPE PLAN 1 U 1.05 RO Fa�ANCAP�P�G CHECKED: CONTRACT NO: SHEET NO: OF TAL-B 14+00 TO TAL-B 18+50 NO: 473 No. REVISION BY APP'D DATE DSsi11i24 K. CHANG YUEN CXXXXXXXX 0 N O O O 9 N N J 0 z O z w I z O_ w W U LU O = � V1 LU w FT FT w X w V) I O I U) U 0 LU LU LU L^ w X 00 �i W Z O m z L.I.J w IJI X J Q z O z w w z O J X �i z U z Q Q X C 2 3 0 m N N 0 z w cD w J X 7p Z O z w }I 0 X Z O z w I 0 J X 3 co O o LL Z LU U o W J � — X o � �o� U > cc) J M o U N co a o2 o m 7? - Q0 C�� Lo O N o c9 0 3: Lo N I p Of V w 0 Co N of CDLu � � m � � 0 � U Lu Y 1 F-- � w Q ~p LUQ No. U a X 2i 10 HO AD -READY SUBMITTAL REVISION BY I APP'D I DATE U„li PLANTING AREA C12 dHO dH0 ON (425) 453-5000 1100 112TH AVE NE, SUITE 500 cobBELLEVUE, WA 98004 ah1U dHO TALBOT RD S (TAL-B-LINE) dHO dHO s bo 0 DESIGNED: APPROVED: a F W A s y ti C. FLOREANI G. FRANCO DRAWN: pELLq F< c � u = Z C. FLOREANI U— CHECKED: PROJECT NO: � U L. FRENCH E00566E18 oo� E Fa�'q CHECKED: CONTRACT NO: PSG IV APB 6/11 /24 K. CHANG YUEN CXXXXXXXX dHO dHO dHO 23+00 0 dy \ —dH 41_�z 0' 20' 40' SCALE: 1" = 40' L14 King County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ichael Sippo 09/11/2024(DI R-4214276 METRO TRANSIT CAPITAL DIVISION DATE: RAPIDRIDE I LINE JUNE2024 RENTON SEGMENT DRAWING NO: LANDSCAPE PLAN 1 U1.06 TAL-B 18+50 TO TAL-B 23+50 SHEET NO: OF 458 473 ti O 0 ca 00 J a� 0 rn M O c0 0 7 co LO cY) ti LO O U X a) M O O C 4J 0 �I U z O z W ry I z O U LU H O ry Q.- LU W ry X O I U) H U H LU LU 2 X Z O z W ry V z O z W ry 3I O ry X Z U_ J Q X 3 c 0 c a> ry m U� CY) N N p Z W (D W J X Z O z W rr p X Z O z W ry I p J X 3 O LL z J W U ry Q a X 3 X O O ll� > J_ C9 O7 N U N 0o w C � 0_ -?Z� N O N CO O Ln NI O r' V W p O rr, N O � m � 0 C F— U p Y LLJ (n F- LLL LU W a Q X 2i 00 O 0 > ca J a� 00 0 rn M O c0 0 7 co LO M ti LO O U X a) M O O C 4J 0 �I U z O z W ry I z O U LU H O ry Q.- LU W ry X O I U) H U H LU LU 2 X Z O z W ry V z O z W ry 3I O ry X Z U_ J Q X 3 c 0 c a> ry m U� CY) N N p Z W (D W J X Z O z W rr p X Z O z W ry I p J X 3 O LL z J W U ry Q a X 3 X O O ll� > J_ C9 O7 N U N 0o w E � 0_ a °O o M N CO O Ln NI O r' V W p O N O � m � 0 C F— U p Y LLJ (n F- LLL LU W a Q X 2i rn O 0 ca J a� 0 00 M O co 0 co c� ti C) O U X a) M O O C 4J 0 �I U z O z W ry I z O U LU H O ry uw W ry FT X O I U) H U H LU LU 2 Cn X Z O z W ry V z O z W ry 3I O X Z U_ J Q X 3 c 0 c a> ry CO U� CY) N N 00 U1 0 Z W CD W J X 7p Z O z W rr 0 X Z O z W ry 0 J X 3 co LL z J W U ry Q a X 3 X O O J_ in O N U N 0o w E � o N Lf)CO O .. NI O rK W O CL' N O m � 0 C F- U 0 Y LLJ (n F- LLL LU W Q a X � 0 ca 00 J a� 0 rn M O co 0 7 co LO cY) ti LO O U X a) M O O C 4J 0 �I U z O z W ry I z O U LU H O ry Q.- LU W ry X O I U) H U H LU LU 2 X Z O z W ry V z O z W ry 3I O ry X Z U_ J Q X 3 c 0 c a> ry m U� CY) N N p Z W (D W J X Z O z W rr p X Z O z W ry I p J X 3 O LL z J W U ry Q a X 3 X O O ll� > J_ C9 CN N U N 0o w C � 0_ � 0 0 N IO O Ln NI O r' V W p O N O � m � 0 C F— U p Y LLJ (n F- LLL LU W a Q X 2i 0 ca 00 J a� 0 rn M O co 0 7 co LO cY) ti LO O U X a) M O O C 4J 0 �I U z O z W ry I z O U LU H O ry Q.- LU W ry X O I U) H U H LU LU 2 X Z O z W ry V z O z W ry 3I O ry X Z U_ J Q X 3 c 0 c a> ry m U� CY) N N p Z W (D W J X Z O z W rr p X Z O z W ry I p J X 3 O LL z J W U ry Q a X 3 X O O ll� > J_ C9 CN N U N 0o w E � 0_ `n o N N IO O Ln NI O r' V W p O N O � m � 0 C F— U p Y LLJ (n F- LLL LU W a Q X 2i 0 ca 00 J a� 0 rn M O co 0 7 co LO cY) ti LO O U X a) M O O C 4J 0 �I U z O z W ry I z O U LU H O ry Q.- LU W ry X O I U) H U H LU LU 2 X Z O z W ry V z O z W ry 3I O ry X Z U_ J Q X 3 c 0 c a> ry m U� CY) N N p Z W (D W J X Z O z W rr p X Z O z W ry I p J X 3 O LL z J W U ry Q a X 3 X O O ll� > J_ C9 CN N U N 0o w C � 0_ -?Z� o N IO O Ln NI O r' V W p O N O � m � 0 C F— U p Y LLJ (n F- LLL LU W a Q X 2i z O z w ry I z O U LU O ry LU w ry FT X O I U) O H LU LU 2 X z O z w ry 0 z O z w ry 3I O o' X z 0 Q 0 ry m N N 0 z w w J X z O z w rr 0 X z O z w ry I 0 J X 3 r2 0, z w U o ry w J X o � �o11� U > co J M o O N co a o0 o m 7 _ Q0 C�� Leo C)ti o 3: Lo N I p CK w 0 Co N 0 CD0 � � m � � 0 U p Y �I LU � LL 0-0 w j of Q C) a_ X 43+00 L 1 AD -READY SUBMITTAL No. I REVISION BY I APP'D I DATE 44+00 — — 0 45+00 SE CARR RD (CAR -LINE) i cv I � TREE PROTECTION �\ 4 ZONE, TYP v tilq �. C cy 1 U2.02 0 (425) 453-5000 1100 112TH AVE NE, SUITE 500 BELLEVUE, WA 98004 701 / 0 a 46+00 "'— ROW -PROPOSED' * �k ♦� ** **PLANTING AREA \ SFF SyF� 7�> >4 DESIGNED: APPROVED: a F W A s ti ti C. FLOREANI G. FRANCO DRAWN: pELLA F< c = Z C. FLOREANI U— CHECKED: PROJECT NO: � U L. FRENCH E00566E18 EX Fa�ANDSC CHECKED: CONTRACT NO: P�G 6/11 /24 K. CHANG YUEN CXXXXXXXX 47+00 0' 20' 40' SCALE: 1" = 40' L14 King County METRO 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. DEVELOPMENT ENGINEERING ' ff ` �IL Michael Sippo 09/11/2024 R-4214283 METRO TRANSIT CAPITAL DIVISION DATE: RAPIDRIDE I LINE JUNE2024 RENTON SEGMENT DRAWING NO: LANDSCAPE PLAN 1 U1.13 CAR 42+50 TO CAR 47+50 SHEET NO: OF 465 473 O N 0 0 O N N Q J u Sm 0 ca J a� 0 rn M M O co 0 7 co LO M ti LO O U X a) M O O C 4J 0 �I U z O z W ry I z O U LU H O ry Q.- LU W ry X O I U) H U H LU LU 2 X Z O z W ry V z O z W ry 3I O ry X Z U_ J Q X 3 c 0 c a> ry m U� CY) N N M p Z W (D W J X Z O z W rr p X Z O z W ry I p J X 3 O LL z J W U ry Q a X 3 X O O ll� > J_ C9 CN N U N 0o w C � 0_ -?Z� M � N 00 O Ln NI O r' V W p O N O � m � 0 C F— U p Y LLJ (n F- LLL LU W a Q X 2i 0 ca 00 J a� 0 rn M O co 0 7 co LO M ti LO O U X a) M O O C 4J 0 �I U z O z W ry I z O U LU H O ry Q.- LU W ry X O I U) H U H LU LU 2 X Z O z W ry V z O z W ry 3I O ry X Z U_ J Q X 3 c 0 c a> ry m U� o) N N p Z W (D W J X Z O z W rr p X Z O z W ry I p J X 3 O LL z J W U ry Q a X 3 X O O ll� > J_ C9 CN N U N 0o w C � 0_ -?Z� M O N OO O Ln NI O r' V W p O N O � m � 0 C F— U p Y LLJ (n F- LLL LU W Q a X 2i z O z w ry 0 X z O z w z O U w O ry w w ry FT a z O z w Of I J X 3 O w z J w U ry Q X Y U) 00 N CV 0) O N N 0 o' N N F2 a Z O F- z w Of I 0 J _. a z O z w �I O X z Q X 0 CV �p O CN �I w 0 of o O m JCD 0 � U Y N � �x-q �0 CC) J (--) C) C) FLo U CY)w L;�w CD&j= ULO C9 N X 0 X 4pj M O 6 ow LU c U' J 0 0 x w v> �IF ---wC7 w Q U a x 2i 28+00 108TH AVE SE (SR 515) 29+00 (108TH-LINE) 322305-9082 / \ I / \ I PLANTING AREA \ / \ I I / . TCE \/ y\ / \ \� 1 U�:O \ \ o / EX ROW 21 I .c 1 U2.02 SOIL PREP DETAIL C SHALL EXTEND TO 10' RADIUS FROM CENTER OF TREE WITHIN WORK LIMITS. 30+00 31+00 911710-0160 A 1 U2.02 32+00 C) C~� 00 W U) 33+00 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. —dti .. aH'_ \ — d 0 dH0 dH0 dH0 — — 1 ROW PROPOSED o o°o°o°o°o 0 \ / / O o°o°• 3223 2 G00000 BARK OR WOOD CHIP 00 000 00 / 1 U2.02 MULCH 000 00 � I \7 �'0 00 I / `y B 0 00 / C / 1 U3.01 1 U2.02 00 U) Lij 00 1 U2.02 \� PLANTING AREA 0°0 \ I / A7 0 0 322305-9070 \ — — / 322305-9135 (/ O 0 \/ 0 0 f I / \ 0 0 A B / o / 0 1 U3.01 1 2 2 � 1 0 PLANTING AREA A8 BARK OR WOOD CHIP \ \ 00 MULCH — — _ — O I 00 o � 00 so o° I I 0' 20' 40' DEVELOPMENT ENGINEERING 0 Michael Sippo 09/11/2024 SCALE: 1" = 40' R-4214286 DESIGNED: APPROVED: METRO TRANSIT CAPITAL DIVISION DATE: AD -READY SUBMITTAL ' JUNE 2024 a F W C. FLOREANI G.FRANCO oEL RAP I D RI D E I LINE (425) 453-5000 1� DRAWN: aco s1100 112TH AVE NE, SUITE 500 �� M o • BELLEVUE, WA 98004 Co _ �J _ Z King County Z C. FLOREANI CHECKED: PROJECT NO: R E N TO N SEGMENT DRAWING NO: UMET 2 74 L. FRENCH E00566E18 LANDSCAPE PLAN 1U1.16 I No. REVISION BY APP'D DATE NDSCAP�P�6/11/24 CHECKED: CONTRACT NO: 108TH 28+00 TO 108TH 33+00 SHEET NO: OF K. CHANG YUEN CXXXXXXXX 468 473 Sm O a ca J a 0 N 00 M O co 0 LO CO cl- ti C) 0 U X O M O O a) a Y 0 �I U a z O z w ry 0 ry X a Z O z w z O U LU H O ry a uw w ry FT X 3 a Z O z w I J X 3 a O w z J w U ry Q d X 3 a c a> Y U) 00 Cn O') OD CV C) a O fy C/) m N N O1 a C O C O ry CO 00 Cl? N N F2 O) a Z O F- z w ry I 0 J MR a Z O Z w r' 3I O X a Z U_ J Q X a 0 N O N ry I w 0 ry O m 0 H 73 U Y X -p O J N 3:O U CO co 0o ~ F U �LU w Lo w ai = � Cn O % O1 N O a N 0 Z w c C� w � J 0 X LLI F --- LL O w J Of a X Cn w C� Q WIN N 7 0 W J 0 �x �o � U M J M o U c0 a 0 0o C) M CO Lo M N CD CD CD U CDN MO V w 0 Mo N 0 CDm � U 0 0 Y 3: w v> 3: LIL 0-0 w Q U a_, X NOTES: 1. IF TREE IS LOCATED BEHIND THE SIDEWALK, ONLY PLACE ROOT BARRIER AL TR IN[ 2. AL RE Mil AF PR 3. NC AT 4. ST CL RN RE GL J J Q = ma ~w °O� ry Ell DEN; VLV I It.JI V CL OF TREE TRUNK DECIDUOUS TREE PLANTING DETAIL SCALE: NTS 1 U2.01 TREE STAKE AND TREE TIES PARALLEL TO WALK AND CURB TREE TIES; SECURE TO TREE STAKE WITH #2 PENNY COMMON NAIL (ONE PER STAKE) WATER RING SHALL BE 6" FROM EDGE OF TREE STAKE TREE TRUNK ROOTBALL 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 ROOT BARRIER MIN. 10'LX2'D LENGTH AT CENTER OF TREE TRUNK, BOTH SIDES OF PLANTER STRIP. CHAMFERED TOP ARALLEL TO WALK BAG. JISH GRADE E TRUNK MULCH OR SEED 3OND BREAK MATERIAL, DID UNDERMINING 'WATER SETTLE ID COMPLETELY REMOVE 1 ROOTBALL; COMPLETELY DM TOP 1/3 OF ROOTBALL F 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. TREE TRUNK w Y I_ H 1: U� w o= J J = m� Ow 00 ry oz UNDISTURBED EX SOIL OR SOIL COMPACTED TO 85% MAX DRY DENSITY, VERIFY POSITIVE DRAINAGE PRIOR TO PLANTING rl rl r' n 1 r' I r' r% Tr1I A A I/ - I 11 A r% el rl A ^'"JG p v a' CENTER OF GROUNDCOVER OR SHRUB PLANTS, TYP 1/2 SPECIFIED SPACING, UNLESS a. OTHERWISE NOTED p v CURB, SIDEWALK OR PAVING EDGE SHRUB & GROUNDCOVER PLANTING LAYOUT DETAIL C� SCALE: NTS 1 U2.01 WATER RING SHALL BE 6" FROM EDGE OF TREE STAKE TREE TRUNK V Ul ...II� MIN 2X DIAMETER OF ROOTBALL SECTION J J = ma ~w O0 1 L/ \1 9 ROOTBALL TREE TIES; SECURE TO TREE STAKE WITH #2 PENNY COMMON NAIL (ONE PER STAKE) TREE 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 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. TREE TIES WATER BAG 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 FINISH GRADE PRIOR TO PLACING MULCH I - OR SEED BACKFILL WITH PLANTING SOIL & THOROUGHLY WATER SETTLE 1:1 SLOPE ON SIDES OF PLANTING HOLE 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 CONIFER TREE PLANTING DETAIL SCALE: NTS 1 U2.01 -qPr_TinNi TOP OF ROOT CROWN TO BE FLUSH WITH FINISH GRADE 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 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 SHRUB & GROUNDCOVER PLANTING DETAIL (b� DEVELOPMENT ENGINEERING ` � Michael Sippo 09/11 /2024 w SCALE: NTS 1 U2.01 FR-4214288 DESIGNED: APPROVED: METRO TRANSIT CAPITAL DIVISION DATE: AD -READY SUBMITTAL ' JUNE 2024 a F W A g y C. FLOREANI G. FRANCO RAP I D RI D E I LINE (425) 453-5000 ,\` �oELLq Fz ti� DRAWN: 1100 112TH AVE NE, SUITE 500 �� M o • A —.OacobsBELLEVUE, WA 98004 _ �J _ Z King County � Z C. FLOREANI LQ CHECKED: PROJECT NO: R E N TO N SEGMENT DRAWING NO: 1 ,77 o� �� L. FRENCH E00566E18 METRO LANDSCAPE DETAILS 1 U2.01 I Fa�ANDSCAP�P�G CHECKED: CONTRACT NO: 6/11/24 SHEET NO: OF No. REVISION BY APP'D DATE K. CHANG YUEN CXXXXXXXX 470 473 W N r r O O rm 0 O N O O O 1 N N Q J N O N 0 cu J 0 �x �0 � U c J M o U co a CDm co� � C�� LO M O O C:)o U CD "' o IY w 0 rn C) N �' 0 0 � � m � � 0 U p Y �I LU � LL 0-0 w Q 0 a x DEPTH TO SUBGRADE, SEE STEP 1 SCARIFIED SUBGRADE UNDISTURBED EX SOIL OR FILL COMPACTED TO 85% MAX DRY DENSITY, TYPLLL —I =1 I I I=1 SECTION STEP 1 STEP 2 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 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. SCARIFY SUBGRADE TO A MIN 6" STEP 4 DEPTH. OWNER'S REP SHALL REVIEW INSTALL LAWN SEED. & APPROVE WORK PRIOR TO PROCEEDING TO STEP 3. SCARIFIED SUBGRADE LEVEL WITH TOP OF ADJACENT CURB OR PAVING r UNDISTURBED EX SOIL OR FILL I 1 II COMPACTED TO I EII I 85% MAX DRY = DENSITY, TYP SECTION STEP 1 STEP 3 FINISH GRADE PLANTING SOIL *; (SEED _T STEP 4 NOTES: 1. ALL DIMENSIONS INDICATE COMPACTED DEPTHS. 2. REMOVE STRUCTURAL FILL AND CONSTRUCTION DEBRIS PRIOR TO BEGINNING WORK. SEED LAWN SOIL PREP DETAIL SCALE: NTS 1 U2.02 FINISH GRADE MULCH PLANTING SOIL \F • % _ LL 00 J 0 T_11 III=1 III=1 STEP 2 STEP 3 STEP 1 PRIOR TO CONSTRUCTION EXCAVATE EX SOIL TO 11" DEPTH BELOW ADJACENT STEP 2 CURB OR PAVING. AVOID THOROUGHLY SCARIFY UNDERMINING ADJACENT SUBGRADE TO A MIN 10" CURB OR PAVING SUBBASE DEPTH. OWNER'S REP MATERIAL. PROVIDE SHALL REVIEW & APPROVE PERCOLATION TEST PER WORK PRIOR TO SPECS, PRIOR TO PROCEEDING TO STEP 3. PROCEEDING TO STEP 2. VERIFY POSITIVE DRAINAGE PLANTS STEP 4 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. NOTES: 1. ALL DIMENSIONS INDICATE COMPACTED DEPTHS. 2. REMOVE STRUCTURAL FILL AND CONSTRUCTION DEBRIS RIOR TO BEGINNING WORK. co 0 0 STEP 5 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. SOIL PREP FOR PLANTING AREAS WITHOUT TREES DETAIL SCALE: NTS 1 U2.02 AD -READY SUBMITTAL No. I REVISION BY I APP'D I DATE NOTES: 3. DETAIL APPLIES TO ENTIRE PLANTING 1. ALL DIMENSIONS INDICATE BED THAT CONTAIN TREES, UNLESS COMPACTED DEPTHS. OTHERWISE SHOWN IN PLANS. 2. REMOVE STRUCTURAL FILL AND FINISH GRADE CONSTRUCTION DEBRIS PRIOR TO BEGINNING WORK. PLANTING SOIL MULCH SCARIFIED LEVEL WITH TOP SUBGRADE OF ADJACENT 717 CURB OR PAVING00 UNDISTURBED EX SOIL OR FILL COMPACTED TO 85% ?r:'; MAX DRY DENSITY, TYP / /\\/ 1 I \ III=1 III=1 SECTION STEP 1 STEP 2 STEP 3 STEP 1 PRIOR TO CONSTRUCTION EXCAVATE EX SO I L TO 21 " DEPTH BELOW ADJACENT STEP 2 CURB OR PAVING. AVOID THOROUGHLY SCARIFY UNDERMINING ADJACENT SUBGRADE TO A MIN 12" CURB OR PAVING SUBBASE DEPTH. OWNER'S REP MATERIAL. PROVIDE SHALL REVIEW & APPROVE PERCOLATION TEST PER WORK PRIOR TO SPECS, PRIOR TO PROCEEDING TO STEP 3. PROCEEDING TO STEP 2. VERIFY POSITIVE DRAINAGE PLANTS STEP 4 STEP 5 STEP 3 STEP 4 INSTALL 18" DEPTH OF INSTALL 3" MULCH DEPTH, PLANTING SOIL & WATER INSTALL TOP OF MULCH SETTLE/COMPACT PRIOR TO FLUSH WITH TOP OF INSTALLING PLANTS. ADJACENT CURB OR REVIEW FINISH GRADE WITH PAVING. OWNER'S REP PRIOR TO PLANTING. STEP 5 INSTALL PLANTS. FEATHER MULCH AT BASE OF PLANT. SOIL PREP FOR SHRUB & GROUNDCOVER PLANTING AREAS WITH TREES DETAIL �B� SCALE: NTS 1 U2.02 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. SECTION WIDTH VARIES / 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 - MULCH; TOP OF MULCH SHALL BE INSTALLED FLUSH TO TOP OF CURB 'IIIIIIIIII1111111111111�I111111111111111111111111111111111111R � UNDISTURBED EX SOIL OR EX SOIL COMPACTED TO 85% MAX DRY DENSITY; VERIFY POSITIVE DRAINAGE PRIOR TO CONSTRUCTION (425) 453-5000 1100 112TH AVE NE, SUITE 500 BELLEVUE, WA 98004 ROOT BARRIER, IF APPLICABLE. SEE TREE PLANTING DETAIL, 1 U2.01 BACKFILL WITH EX SOIL COMPACTED TO 85% MAX DRY DENSITY AFTER ROOT BARRIER INSTALLATION MEDIAN PLANTING SECTION DETAIL E� SCALE: NTS 1 U2.02 DESIGNED: APPROVED: a F WAS y ti C. FLOREANI G. FRANCO DRAWN: pELLA F< c � u = Z C. FLOREANI U CHECKED: PROJECT NO: U s 71 o� �` L. FRENCH E00566E18 Fa�ANDSCAP�_-P�G CHECKED: CONTRACT NO: 6/11 /24 K. CHANG YUEN CXXXXXXXX MULCH PLANT FINE COMPOST EX FINISH GRADE lu co co UNDISTURBED EX SOIL OR FILL 01— COMPACTEDO&o TO 85% MAX DRY=1 I I=1 DENSITY, TYP; VERIFY POSITIVE —I _ DRAINAGE PRIOR TO CONSTRUCTION I I I= SECTION STEP 1 STEP 2 STEP 3 STEP 1 STEP 3 PLACE 3" DEPTH FINE COMPOST PULL BACK MULCH BEFORE OVER EX GRADE. DIGGING PLANT HOLE, THEN AMEND PLANTING PIT BACKFILL IN SEEDING AREAS, APPLY SEED. WITH FINE COMPOST, AND INSTALL PLANT. FEATHER IN STEP 2 MULCH, KEEP MULCH LAYER INSTALL 3" DEPTH MULCH WHEN AWAY FROM FOLIAGE AND PLANT PREPPING PLANTING AREAS. STEM. SOIL PREP IN TREE PROTECTION ZONES DETAIL SCALE: NTS 1 U2.02 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. PROVIDE & INSTALL CONTINUOUS CROWN ALONG CENTERLINE OF PLANTING AREA; TAMPER CROWN AT SIDEWALK WITH PLANTING STRIP ENDS TO MATCH 6:1 CROSS SLOPE, TYP BASE COURSE, PROVIDE 6:1 CROSS SLOPE, RIGHT OF WAY PLANTING SEE CIVIL DWGS AREAS WIDTH VARIES MULCH; TOP OF MULCH SHALL BE INSTALLED FLUSH TO TOP OF CURB OR SIDEWALK 6 1 CURB WITH BASE COURSE, S E CIVIL DWGS III=III—III II '�EMT i SEE CIVIL DWGS FOR PAVING —III—I11=III=11=11 DEPTH & GRADING, TYP 11=1 11=1 11=1 I I III —I I— I 1=1 11=1 11=1 11= = I 11= —I I I —III—III—III—I I —III—III—III III—I11=111=1II—I I I11=1 I ROOT BARRIER, IF APPLICABLE. SEE SECTION TREE PLANTING DETAIL, 1U2.01 1:1 SLOPE EA SIDE, TYP; AVOID UNDERMINING BASE COURSE UNDISTURBED EX SOIL OR EX SOIL COMPACTED TO 85% MAX DRY DENSITY; VERIFY POSITIVE DRAINAGE PRIOR TO CONSTRUCTION RIGHT OF WAY PLANTING SECTION DETAIL rF� SCALE: NTS 1 U2.02 DEVELOPMENT ENGINEERING Michael Sippo 09/11 /2024 R-4214289 DATE LQ King County METRO METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE JUNE2024 RENTON SEGMENT DRAWING NO: LANDSCAPE DETAILS 1 U2.02 SHEET NO: OF 471 473 N r r O O r N V z O z w Q' Q 0 0 J X z O z w J X O LL z J LU U fy Q d _. O N N C2 ry CO 00 N N 00 z O z w 0 J x z O z w ry 0 X a z O z w ry 3 O X z J Q X O CV O O NI co ry w 0 ry o O 73 J 0 � U Y 0 of �x7 O 00 J_ ``' 3:O Q0 UC' C)m ~ � U �w �j N w O = U O co 0 X 4pj M O 6 CD N 0 a z w LU c C� J 0 x LLU 0-0 w Q C)a x HARDSCAPE EDGE, SEE DTL C, SHEET r 1 U2.01 FOR SETBACK DISTANCE AND NN TRIANGULAR SPACING LAYOUT 1 O 0 W m� IT O O O mo z= m> O X m w PLANT MEDIUM SHRUBS IN GROUPS OF 3-7 PLANT FERNS IN GROUPS OF 9-15 EACH TREE TO TAKE THE PLACE OF 1 PLANT HARDSCAPE EDGE, SEE DTL C, SHEET 1 U2.01 FOR SETBACK DISTANCE AND SPACING - TRIANGULAR SPACING LAYOUT SE TABLE ELOW m < m Ll Ll Ll zo o ��o m PLANT MUGO PINE IN GROUPS OF 3-7 PLANT GRASSES AND GROUNDCOVERS IN GROUPS OF 15-20 BY SPECIES SYMBOL TYPE COMMON NAME SPACING ..NO 5-FT SETBACK SEE 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. PLANT SYMBOLS IN ENLARGEMENT ARE SHOWN AT AN ENLARGED SCALE MIX A TYPICAL PLANTING LAYOUT ENLARGEMENT SCALE: NTS 11J3.01 - A '70+ 1K 0111109 11,711, Dia L m TYPE 3-FT SETBACK COMMON NAME EACH TREE TO TAKE THE PLACE OF 1 PLANT SPACING 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. PLANT SYMBOLS IN ENLARGEMENT ARE SHOWN AT AN ENLARGED SCALE MIX B TYPICAL PLANTING LAYOUT SPACING - SE TABLE ELOW NARROWING BED AREA PLANT PERENNIALS IN GROUPS OF 15-25 BY TYPE, WITH EACH GROUP %3 HYSSOP AND 3/3 ROCK ROSE PLANTED IN CLUSTERS BY SPECIES 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. PLANT SPIREA IN GROUPS OF 7-12 PLANT LAVENDER IN GROUPS OF 9-15 PLANT SEA THRIFT IN GROUPS OF 15-25 PLANT CREEPING OREGON GRAPE IN GROUPS OF 15-20 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. ENLARGEMENT SCALE: NTS 11J3.01 • DESIGNED: APPROVED: AD -READY SUBMITTAL a F W A g y C. FLOREANI G. FRANCO (425) 453-5000 �` �oELLA F� ti� DRAWN: 1100 112TH AVE NE, SUITE 500 il /� �M o LQ BELLEVUE, WA 98004 _ �J _ Z King County Z C. FLOREANI • CHECKED: PROJECT NO: U 16s 71 L. FRENCH E00566E18 MET No. REVISION BY APP'D DATE �oQ/VDSCA? 6/11 /24 CHECKED: CONTRACT NO: K. CHANG YUEN CXXXXXXXX WING BED AREA >EE NOTE DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 METRO TRANSIT CAPITAL DIVISION DATE: RAPIDRIDE I LINE JUNE2024 RENTON SEGMENT DRAWING NO: LANDSCAPE ENLARGEMENT PLAN 1 U3.01 SHEET NO: OF 472 473 CD z O z w Q, Q 0 0 J x Z O z w J x 0 U_ z J W U Q a- 0 > ryl N O 0 m C9 N N z O z w ry 0 i J X z O z W ry 0 x z O z w O x z J Q x O N O NI M � w 0 o O >. m JCm Q -�o U Y o M �o 0 J � co O m OI � � U ch _� W o�= UO Cn M X q x a, M O -a m C\1 6 w c CD Y LU J 8 0 X . 3I�wLD w of Q 00-X� 00 m 0 0 D ;U Cn m m z 0 m CD 0 x G HARDSCAPE EDGE, SEE DTL C, SHEET 1 U2.01 FOR SETBACK DISTANCE AND 00 m 0 m mo z —I O= < m> cf)z F U. AD -READY SUBMITTAL No. I REVISION 0 WWI I'll 1wrE X X X )v( L� 0 x X x X x X x I( x v�o PLANT LAYOUTS WITH 2 OR MORE TYPICAL SPECIES IN GROUPS OF 7 OR GREATER BY nrr�irn nrr i�rrn SYMBOL TYPE i PLANT MEDIUM SHRUBS IN GROUPS OF 5-12 PLANT LARGE SHRUBS IN GROUPS OF 3-7 x x x x x x x x I x COMMON NAME SPACING EACH TREE TO TAKE THE PLACE OF 1 PLANT PLANT FERNS SHRUBS IN GROUPS OF 15-25 i + LARGE SHRUB AMBER JUBILEE NINEBARK 4-FT O.C. o 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. 0 SMALL SHRUB KINNIKINNICK 2-FT O.C. GROUNDCOVER DRAGON'S BLOOD STONECROP 1-FT O.C. —] PLANT SYMBOLS IN ENLARGEMENT ARE SHOWN AT AN ENLARGED SCALE MIX C TYPICAL PLANTING LAYOUT ENLARGEMENT C SCALE: NTS 1 U.3.02 EACH TREE TO TAKE THE PLACE OF 1 PLANT LAYOUT WITH 2 OR MORE TYPICAL SPECIES BY I APP'D I DATE Jacobs Lei 9 X x I x x X x 0 x X x x x K x x 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 LAYOUTS WITH 1 TYPICAL SPECIES IN A TRIANGULAR PATTERN I• 0 I o IJ 0 11 1 0 9 C 9 C r• 9 LAYOUT WITH 1 TYPICAL SPECI NOTES: 1. THE SPECIES C MP STION OF PLANTING MIX D VARIES DEPENDING ON SITE LOCATION. SEE SYMBOL TYPE COMMON NAME SPACING PLANTING AR AS ABLE ON SHEET 1 U1.00 FOR PLANT SPECIES, SPACING AND QUANTITIES FOR EACH AREA. VARIES SPECIES 1 VARIES -SEE PLANT SCHEDULE VARIES SPECIES 2 VARIES - SEE PLANT SCHEDULE 2. FOR PLANTING AREAS WITH MORE THAN ONE SPECIES, 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 NARROWING BED AREA SEE NOTE PLANT SYMBOLS IN ENLARGEMENT ARE SHOWN AT AN ENLARGED SCALE 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 MIX D SHRUBS SHALL BE SETBACK A MINIMUM OF 3-FT FROM TREES. 4. INCREASE THE NUMBER OF PLANTING ROWS WHERE BEDS ARE WIDER TO ACCOMMODATE TYPICAL PLANTING LAYOUT THE PLANT QUANTITIES INDICATED. DEVELOPMENT ENGINEERING 5. COORDINATE TREE LOCATIONS TO TAKE THE PLACE OF 1 PLANT WHERE APPLICABLE. IL Michael Sippo 09/11/2024%ij ENLARGEMENT 6. SEE PLANTING PLANS FOR PLANT QUANTITIES. SCALE: NTS 1U.3.02 FR-4214291 DESIGNED: APPROVED: METRO TRANSIT CAPITAL DIVISION DATE: ° of Aq F /1 C. FLOREANI G. FRANCO RAPI DRI DE 1 LINE JUNE 2024 DRAWN: (425) 453-5000 �� c 1100 112TH AVE NE, SUITE 500 La King Count BELLEVUE, WA 98004 �I y = z U C. FLOREANI y RENTON SEGMENT CHECKED: PROJECT NO: DRAWING NO: UMET 2s u ,o�"��`` L.FRENCH E00566E18 LANDSCAPE ENLARGEMENT PLAN 1 U3.02 �11 4ANDSCAPEP�G CHECKED: CONTRACT NO: 6/11 /24 K.CHANG YUEN CXXXXXXXX SHEET NO: OF 473 473