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HomeMy WebLinkAboutzCD-4214TACOMA PUGET MAURY ISLA ND VASHON ISLAND SOUNDKITSAP CO.KING CO.PIERCE CO. KING CO. ALGONA PACIFIC BLACKDIAMOND VALLEY 5 AUBURN DES MOINES 518 99 TUKWILA KENT 181 167 RENTON 18 169 169 MAPLE 405 5 509 MERCER IS.SEATTLE MEDINA WASHINGTON LAKE 90 520 ISSAQUAH900 LK. SAMM. BELLEVUE 520 18 PRESTON FALLCITY 202 203 BOTHELL 405 KIRKLAND 99 522 5 KENMORE KING CO. REDMOND 202 SNOHOMISH CO. DUVALL S TALBOT ROADTAL-21 S GRADYWAY S CARR ROAD 108THAVESE AUBURNWAY N S TALBOT ROADTAL-B S 2ND ST S 3RD ST LOGAN AVE S MORRIS AVE S RAINIERAVE S S 7TH STSHATTUCKAVE S 60% SUBMITTAL NOVEMBER 2021 C:\pw_workdir\den003\ext_cw057356\d0882787\1_1G0.00.dwg | Layout: 1G0.00PLOTTED: Sep 03, 2021-10:33:12am By CWILCOXXREFS: KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-SHEETCUTS_Overall.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER METRO TRANSIT RAPIDRIDE I LINE KING COUNTY LOCATION MAP NOT TO SCALE NOT TO SCALE VICINITY MAP DRAWING NUMBERING SYSTEM KEY: AREA LOCATION (FOR PROJECTS WITH MULTIPLE LOCATIONS) 2 C1.01 SEQUENTIAL DESIGNATOR SEPARATOR DISCIPLINE SEQUENTIAL DRAWING NUMBER WITHIN DISCIPLINE AND DESIGNATED CATEGORY PROJECT VICINITY SECTION LETTER SECTION LETTER ELEVATION LETTER DRAWING ON WHICH SECTION/ELEVATION APPEARS. DRAWING ON WHICH SECTION WAS TAKEN. TYPICAL SECTION AND DETAIL REFERENCING SYSTEM A/A2.01A A3.01 SCALE: SECTION B A1.01 (2)ON DRAWING A105 THIS SECTION IS IDENTIFIED: (1)THE SECTION IS CUT ON DRAWING A101: (3)DETAILS ARE CROSS-REFERENCED IN A SIMILAR MANNER, EXCEPT THAT DETAILS ARE IDENTIFIED BY NUMBERS RATHER THAN BY LETTERS. VOLUME 1 RENTON SEGMENT COVER 1G0.00 1 A. VILLAR C. WILCOX S. FORMAN RENTON SEGMENT KENT SEGMENT AUBURN SEGMENT METRO C E EC G I L S TS U CIVIL ELECTRICAL EROSION CONTROL GENERAL INTERCONNECT LIGHTING STATION TRAFFIC SIGNAL LANDSCAPING DISCIPLINE R-42141 C:\pw_workdir\den003\ext_cw057356\d0882787\1_G0.00-G0.02.dwg | Layout: G0.01PLOTTED: Nov 01, 2021-08:43:56am By CWILCOXXREFS: KCMTD-BORDER_2020.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL 55290 METRO PROJECT ENGINEER 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 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 BUSSTOINSPECTIONS@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. BOTTOM CONSTRUCTION JOINT CITY OF AUBURN CITY OF KENT CONCRETE CITY OF RENTON CENTERLINE CENTER POINT CRUSHED SURFACING BASE COURSE CRUSHED SURFACING TOP COURSE DIAMETER DRAWING EASTING EXPANSION JOINT ELEVATION EXISTING FLOW LINE HOT MIX ASPHALT INVERT ELEVATION KING COUNTY METRO LENGTH LEFT MAXIMUM MINIMUM NORTHING NUMBER NOT TO SCALE ON CENTER POINT OF CURVATURE POINT OF COMPOUND CURVATURE BOT CJ COA COK CONC COR CL CP CSBC CSTC DIA DWG E EJ ELEV EX FL HMA IE KCM L LT MAX MIN N NO. NTS OC PC PCC ABBREVIATIONS:GENERAL NOTES: GENERAL NOTES AND ABBREVIATIONS G0.01 2 C. TIDWELL C. WILCOX S. FORMAN POINT OF BEGINNING POINT OF END POINT OF REVERSE CURVE PROPOSED PUGET SOUND ENERGY POINT POINT OF VERTICAL CURVE POINT OF VERTICAL INTERSECTION POINT OF VERTICAL TANGENT RIGHT RIGHT OF WAY SQUARE FOOT/ FEET SHOULDER SPACING STATE ROUTE STANDARD SYMMETRICAL TOP OF CURB TEMPORARY CONSTRUCTION EASEMENT TEMPORARY EROSION AND SEDIMENT CONTROL TRANSIT SIGNAL PRIORITY TYPICAL UNLESS NOTED OTHERWISE UTILITY WITH WASHINGTON STATE DEPARTMENT OF TRANSPORTATION POB POE PRC PROP PSE PT PVC PVI PVT RT ROW SF SHLDR SPA SR STD SYM TC TCE TESC TSP TYP UNO UTIL W/ WSDOT ABBREVIATIONS (CONTINUED): R-42142 C:\pw_workdir\den003\ext_cw057356\d0882787\1_G0.00-G0.02.dwg | Layout: G0.02PLOTTED: Nov 12, 2021-08:39:24pm By CWILCOXXREFS: KCMTD-BORDER_2020.dwgIMAGES: No.REVISIONDATEBYAPP'DDESIGNED:DRAWN:CHECKED:CHECKED:APPROVED:PROJECT NO:CONTRACT NO:METRO TRANSIT CAPITAL DIVISIONDATE:DRAWING NO:SHEET NO: OFMETRORAPIDRIDE I LINE NOVEMBER 2021P. ENGE00566E18CXXXXXXXXXXXX60% SUBMITTAL55290METRO PROJECT ENGINEERDRAWING NUMBER1G0.00G0.01G0.021G1.01 - 1G1.031C0.011C1.0A - 1C1.0B1C1.01 - 1C1.691C3.01 - 1C3.071C4.0A - 1C4.0C1C4.001C4.01 - 1C4.231C2.001C2.01 - 1C2.231S3.011S1.001S1.01 - 1S1.291S4.011S5.011S6.011C6.01 - 1C6.221C5.01 - 1C5.021C9.01 - 1C9.041C7.001C7.01 - 1C7.231DRP.01 - 1DRP.04 1DRD.01 - 1DRD.081EC.0A - 1EC.0B1EC1.01 - 1EC1.231UT.001UT.01 - 1UT.231UP.011R0.00 - 1R0.031R1.01 - 1R1.071R2.01 - 1R2.031C8.001C8.01 - 1C8.231CD.01 - 1CD.021SS.01 - 1SS.021TS1.001TS1.01A - 1TS1.15A1I1.001I1.01 - 1I1.231I2.01 - 1I2.151L1.N11L1.05 - 1L1.231L2.01 - 1L2.081E1.001E1.01 - 1E1.141E2.01 - 1E2.041U1.001U1.01 - 1U1.231U2.01 - 1U2.021TC1.01 - 1TC1.08SHEET1234 - 678 - 910 - 7879 - 8586 - 888990 - 115116117 -139140141142 - 170171172173174 -195196 - 197198 - 201202203 - 225226 - 229230 - 237238 - 239240 - 262263264 - 286287288 - 291292 - 298299 - 301302303 - 339340 - 341342 - 343344345 - 400401402 - 423424 - 438439440 - 457458 - 465466467 - 482483 - 486487488 - 510511 - 512513 - 520VOLUME 1DESCRIPTIONVOLUME 1 RENTON SEGMENT - COVERGENERAL NOTES AND ABBREVIATIONSRENTON, KENT & AUBURN - INDEXRENTON SEGMENT - SHEET KEYRENTON SEGMENT - CONTROL NOTES & COORDINATES SHEETRENTON SEGMENT - ROW & SURVEY CONTROL ALIGNMENT TABLESRENTON SEGMENT - ROW, SURVEY CONTROL & ALIGNMENT PLANSRENTON SEGMENT - ROADWAY TYPICAL SECTIONSRENTON - TREE INVENTORY TABLE & TREE PROTECTION DETAILSRENTON SEGMENT - SITE PREPARATION GENERAL NOTESRENTON SEGMENT - SITE PREPARATION PLANSRENTON SEGMENT - PAVING GENERAL NOTESRENTON SEGMENT - PAVING PLANSRENTON SEGMENT - TYPICAL STATION LAYOUTSRENTON SEGMENT - STATION GENERAL NOTESRENTON SEGMENT - STATION PLANSRENTON SEGMENT - TYPICAL STATION ELEVATIONSRENTON SEGMENT - TYPICAL STATION SECTIONSRENTON SEGMENT - TYPICAL STATION DETAILSRENTON SEGMENT - INTERSECTION GRADING & CURB RAMP PLANSRENTON SEGMENT - CIVIL DETAILSRENTON SEGMENT - DRIVEWAY PLANS & PROFILESRENTON SEGMENT - DRAINAGE GENERAL NOTESRENTON SEGMENT - DRAINAGE PLANSRENTON SEGMENT - DRAINAGE PROFILESRENTON SEGMENT - DRAINAGE DETAILSRENTON SEGMENT - TESC GENERAL NOTESRENTON SEGMENT - TESC PLANSRENTON SEGMENT - UTILITY GENERAL NOTESRENTON SEGMENT - UTILITY PLANSRENTON SEGMENT - UTILITY PROFILESRENTON SEGMENT - RETAINING WALL GENERAL NOTES & KEYMAPRENTON SEGMENT - RETAINING WALL PLAN & ELEVATIONRENTON SEGMENT - RETAINING WALL DETAILSRENTON SEGMENT - SIGNING & STRIPING GENERAL NOTESRENTON SEGMENT - SIGNING & STRIPING PLANSRENTON SEGMENT - STRIPING DETAILSRENTON SEGMENT - SIGN SCHEDULERENTON SEGMENT - SIGNAL GENERAL NOTESRENTON SEGMENT - SIGNAL PLANSRENTON SEGMENT - INTERCONNECT GENERAL NOTESRENTON SEGMENT - INTERCONNECT PLANSRENTON SEGMENT - FIBER OPTIC DETAILSRENTON SEGMENT - ILLUMINATION GENERAL NOTES, CONSTRUCTION NOTES, AND LEGENDRENTON SEGMENT - LIGHTING PLANSRENTON SEGMENT - LIGHTING WIRING SCHEMATIC, SCHEDULE & DETAILSRENTON SEGMENT - ELECTRICAL SITE GENERAL NOTESRENTON SEGMENT - ELECTRICAL SITE PLANSRENTON SEGMENT - ELECTRICAL DETAILSRENTON SEGMENT - LANDSCAPE SCHEDULES & GENERAL NOTESRENTON SEGMENT - LANDSCAPE PLANSRENTON SEGMENT - LANDSCAPE DETAILSRENTON SEGMENT - TRAFFIC CONTROL PLANSRENTON, KENT & AUBURNINDEXG0.023C. TIDWELLC. WILCOXS. FORMANSHEET INDEXDRAWING NUMBER2G0.00G0.01G0.022G2.01 - 2G2.032C0.012C1.002C1.01 - 2C1.932C3.01 - 2C3.102C4.0A - 2C4.0D2C4.002C4.01 - 2C4.292C2.002C2.01 - 2C2.292S3.012S1.002S1.01 - 2S1.342S4.012S5.012S6.012C6.01 - 2C6.202C5.01 - 2C5.022C9.01 - 2C9.172C7.002C7.01 - 2C7.292DRP.01 - 2DRP.072DRD.01 - 2DRD.062EC1.002EC1.01 - 2EC1.292ED.012UT.01 - 2UT.292UP.012UD.01 - 2UD.022R0.00 - 2R0.022R1.01 - 2R1.092R2.01 - 2R2.022C8.002C8.01 - 2C8.292CD.012SS.01 - 2SS.022TS1.002TS1.01A - 2TS1.15D2TS2.012I1.002I1.01 - 2I1.372I2.01 - 2I2.202L1.N12L1.01 - 2L1.292L2.01 - 2L2.102E1.002E1.01 - 2E1.332E2.01 - 2E2.042U1.002U1.01 - 2U1.292U2.01 - 2U2.022TC1.01 - 2TC1.10SHEET1234 - 6789 - 101102- 111112 - 115116117 - 147148149 - 179180181182 - 216217218219220 - 242243 - 244245 - 261262263 - 294295 - 301302 - 307308309 - 344345346 - 377378379 - 380381 - 383384 - 392393 - 394395396 - 426427428 -429430431 - 489490491492 - 536537 - 556557558 - 586587 -596597598 - 637638 - 641642643 - 673674 - 675676 - 685VOLUME 2DESCRIPTIONVOLUME 2 KENT SEGMENT - COVERGENERAL NOTES AND ABBREVIATIONSRENTON, KENT, & AUBURN - INDEXKENT SEGMENT - SHEET KEYKENT SEGMENT - CONTROL NOTES & COORDINATES SHEETKENT SEGMENT - ROW & SURVEY CONTROL ALIGNMENT TABLESKENT SEGMENT - ROW, SURVEY CONTROL & ALIGNMENT PLANSKENT SEGMENT - ROADWAY TYPICAL SECTIONSKENT SEGMENT - TREE INVENTORY TABLES & TREE PROTECTION DETAILSKENT SEGMENT - SITE PREPARATION GENERAL NOTESKENT SEGMENT - SITE PREPARATION PLANSKENT SEGMENT - PAVING GENERAL NOTESKENT SEGMENT - PAVING PLANSKENT SEGMENT - TYPICAL STATION LAYOUTSKENT SEGMENT - STATION GENERAL NOTESKENT SEGMENT - STATION PLANSKENT SEGMENT - TYPICAL STATION ELEVATIONSKENT SEGMENT - TYPICAL STATION SECTIONSKENT SEGMENT - TYPICAL STATION DETAILSKENT SEGMENT - INTERSECTION GRADING & CURB RAMP PLANSKENT SEGMENT - CIVIL DETAILSKENT SEGMENT - DRIVEWAY SHEETSKENT SEGMENT - DRAINAGE GENERAL NOTESKENT SEGMENT - DRAINAGE PLANSKENT SEGMENT - DRAINAGE PROFILESKENT SEGMENT - DRAINAGE DETAILSKENT SEGMENT - TESC GENERAL NOTESKENT SEGMENT - TESC PLANSKENT SEGMENT - TESC DETAILSKENT SEGMENT - UTILITY PLANSKENT SEGMENT - UTILITY PROFILESKENT SEGMENT - UTILITY DETAILSKENT SEGMENT - RETAINING WALL GENERAL NOTES & KEY MAPKENT SEGMENT - RETAINING WALL PLAN & ELEVATIONKENT SEGMENT - RETAINING WALL DETAILSKENT SEGMENT - SIGNING & STRIPING GENERAL NOTESKENT SEGMENT - SIGNING & STRIPING PLANSKENT SEGMENT - STRIPING DETAILSKENT SEGMENT - SIGN SCHEDULEKENT SEGMENT - SIGNAL GENERAL NOTESKENT SEGMENT - SIGNAL PLANSKENT SEGMENT - SIGNAL DETAILSKENT SEGMENT - INTERCONNECT GENERAL NOTESKENT SEGMENT - INTERCONNECT PLANSKENT SEGMENT - INTERCONNECT DETAILSKENT SEGMENT - ILLUMINATION POLE SCHEDULE AND LEGENDKENT SEGMENT - LIGHTING PLANSKENT SEGMENT - LIGHTING SCHEDULE & DETAILSKENT SEGMENT - ELECTRICAL SITE GENERAL NOTESKENT SEGMENT - ELECTRICAL SITE PLANSKENT SEGMENT - ELECTRICAL DETAILSKENT SEGMENT - LANDSCAPE SCHEDULE & GENERAL NOTESKENT SEGMENT - LANDSCAPE PLANSKENT SEGMENT - LANDSCAPE DETAILSKENT SEGMENT - TRAFFIC CONTROL PLANSDRAWING NUMBER3G0.00G0.01G0.023G3.013C0.013C1.003C1.01 - 3C1.493C3.01 - 3C3.053C4.0A3C4.003C4.01A - 3C4.133C2.003C2.01 - 3C2.133S3.013S1.003S1.01 - 3S1.163S4.013S5.013S6.013C6.01 - 3C6.053C5.013C9.01 - 3C9.023C7.003C7.01 - 3C7.113DRP.013DR.01 - 3DR.053EC.003EC1.01 - 3EC1.13A3ED.013UT.003UT.01 - 3UT.133UP.013R0.00 - 3R0.013R2.01 - 3R2.023C8.003C8.01 - 3C8.143CD.013SS.013TS1.003TS1.01A - 3TS1.06C3TS2.013I1.003I1.11 - 3I1.13B3I2.01 - 3I2.033L1.N13L1.01 - 3L1.103L2.01 - 3L2.043E1.003E1.01 - 3E1.123E2.01 - 3E2.043U1.003U1.01 - 3U1.133U2.01 - 3U2.023TC1.01 - 3TC1.06SHEET1234567 - 5556 - 60616263 - 808182 - 95969798 - 113114115116117 - 122123124 -125126127 - 137138139 - 143144145 - 158159160161 - 173174175 - 176177 - 178179180 - 200201202203204 - 225226227228 - 230231 - 233234235 - 244245 - 248249250 -267268 - 271272273 - 286287 - 288289 - 294VOLUME 3DESCRIPTIONVOLUME 3 AUBURN SEGMENT - COVERGENERAL NOTES AND ABBREVIATIONSRENTON, KENT, & AUBURN - INDEXAUBURN SEGMENT - SHEET KEYAUBURN SEGMENT - CONTROL NOTES & COORDINATES SHEETAUBURN SEGMENT - ROW & SURVEY CONTROL ALIGNMENT TABLESAUBURN SEGMENT - ROW, SURVEY CONTROL & ALIGNMENT PLANSAUBURN SEGMENT - ROADWAY TYPICAL SECTIONSAUBURN SEGMENT - TREE INVENTORY TABLES & TREE PROTECTION DETAILSAUBURN SEGMENT - SITE PREPARATION GENERAL NOTESAUBURN SEGMENT - SITE PREPARATION PLANSAUBURN SEGMENT - PAVING GENERAL NOTESAUBURN SEGMENT - PAVING PLANSAUBURN SEGMENT - TYPICAL STATION LAYOUTSAUBURN SEGMENT - STATION GENERAL NOTESAUBURN SEGMENT - STATION PLANSAUBURN SEGMENT - TYPICAL STATION ELEVATIONSAUBURN SEGMENT - TYPICAL STATION SECTIONSAUBURN SEGMENT - TYPICAL STATION DETAILSAUBURN SEGMENT - INTERSECTION GRADING & CURB RAMP PLANSAUBURN SEGMENT - CIVIL DETAILSAUBURN SEGMENT - DRIVEWAY PLANSAUBURN SEGMENT - DRAINAGE GENERAL NOTESAUBURN SEGMENT - DRAINAGE PLANSAUBURN SEGMENT - DRAINAGE PROFILESAUBURN SEGMENT - SHELTER DRAINAGE DETAILSAUBURN SEGMENT - TESC GENERAL NOTESAUBURN SEGMENT - TESC PLANSAUBURN SEGMENT - TESC DETAILSAUBURN SEGMENT - UTILITY GENERAL NOTESAUBURN SEGMENT - UTILITY PLANSAUBURN SEGMENT - UTILITY PROFILESAUBURN SEGMENT - RETAINING WALL GENERAL NOTES & KEY MAPAUBURN SEGMENT - RETAINING WALL SCHEDULE & DETAILSAUBURN SEGMENT - SIGNING & STRIPING GENERAL NOTESAUBURN SEGMENT - SIGNING & STRIPING PLANSAUBURN SEGMENT - STRIPING DETAILSAUBURN SEGMENT - SIGN SCHEDULEAUBURN SEGMENT - SIGNAL GENERAL NOTES AND LEGENDAUBURN SEGMENT - SIGNAL PLANSAUBURN SEGMENT - SIGNAL DETAILSAUBURN SEGMENT - INTERCONNECT GENERAL NOTESAUBURN SEGMENT - INTERCONNECT PLANSAUBURN SEGMENT - FIBER SCHEMATIC AND DETAILSAUBURN SEGMENT - LIGHTING GENERAL NOTESAUBURN SEGMENT - LIGHTING PLANSAUBURN SEGMENT - LIGHTING WIRING SCHEMATIC & POLE SCHEDULEAUBURN SEGMENT - ELECTRICAL SITE GENERAL NOTESAUBURN SEGMENT - ELECTRICAL SITE PLANSAUBURN SEGMENT - ELECTRICAL DETAILSAUBURN SEGMENT - LANDSCAPE SCHEDULE & GENERAL NOTESAUBURN SEGMENT - LANDSCAPE PLANSAUBURN SEGMENT - LANDSCAPE DETAILSAUBURN SEGMENT - TRAFFIC CONTROL PLANSR-42143 1 2310 11 12 9 4 5678 C:\pw_workdir\den003\ext_cw057356\d0882787\2_G1.01.dwg | Layout: 1G1.01PLOTTED: Nov 01, 2021-08:27:20am By CWILCOXXREFS: KCMTD-BORDER_2020.dwg; X-SHEETCUTS_Overall.dwg; X-TOPO.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-DR_RENTON.dwg; X-ITS_RENTON.dwg; X-SIGNAL_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER RENTON SEGMENT SHEET KEY 1 OF 3 1G1.01 4 A. VILLAR C. WILCOX S. FORMAN SHEET KEY - RENTON NOT TO SCALE RAINER AVE S WHITWORTH AVE S RAINER A V E S RAINE R A V E S S 7TH STSHATTUC K A V E S S GRADY WAYS GRADY WAY TALBOT RD S TALBOT RD S I-4 0 5 S B O F F R A M P I-4 0 5 N B O N R A M P S PUGET D R BENSON DR S BENSON DR S S 21ST STTAL B O T R D S MORRIS AVE S SHATTUCK AVE SS 3RD STS 2ND STS 3RD STS 2ND STSMITHERS AVE S S 4TH PLS 3RD P L TAL B O T R D SS 15TH STS 23RD STLOGAN AVE S SMITHERS AVE S S 19TH STLAKE AVE S R-42144 12 15 1 6 13 14 C:\pw_workdir\den003\ext_cw057356\d0882787\2_G1.01.dwg | Layout: 1G1.02PLOTTED: Nov 01, 2021-08:28:06am By CWILCOXXREFS: KCMTD-BORDER_2020.dwg; X-SHEETCUTS_Overall.dwg; X-TOPO.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-DR_RENTON.dwg; X-ITS_RENTON.dwg; X-SIGNAL_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER RENTON SEGMENT SHEET KEY 2 OF 3 1G1.02 5 A. VILLAR C. WILCOX S. FORMAN SHEET KEY - RENTON (CON'T) NOT TO SCALE S 26TH S T TALBOT RD S S 27TH PL TALBOT RD SS 32ND STS 36TH STS 37TH STS 37TH STS 38TH CTS 177TH STTALB O T R D S S C A R R R D 98TH AV E S SMITHERS AVE SS CARR RDTALBOT CREST DR S R-42145 1 617181920 21 22 23 C:\pw_workdir\den003\ext_cw057356\d0882787\2_G1.01.dwg | Layout: 1G1.03PLOTTED: Nov 04, 2021-09:31:40am By CWILCOXXREFS: KCMTD-BORDER_2020.dwg; X-SHEETCUTS_Overall.dwg; X-TOPO.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-DR_RENTON.dwg; X-ITS_RENTON.dwg; X-SIGNAL_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER RENTON SEGMENT SHEET KEY 3 OF 3 1G1.03 6 A. VILLAR C. WILCOX S. FORMAN SHEET KEY - RENTON (CON'T) NOT TO SCALE MILL AVE SSE CARR RD 106TH P L S E WELLS AVE S 105TH PL SE 108TH AVE SE SE 180TH STSE 181ST STSE 186TH STSE 187TH PLSE 190TH STSE 192ND STCITY OF KENT CITY OF RENTON SEE VOLUME 2 SE PETROVISTKY RDBENSON D R S SE 182ND STR-42146 C:\pw_workdir\den003\ext_cw057356\d0601389\1 C0.01.dwg | Layout: 1C0.01PLOTTED: Nov 11, 2021-10:53:22am By CWILCOXXREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL 1ALLIANCE GEOMATICS SURVEYING & MAPPING METRO PROJECT ENGINEER RENTON SEGMENT CONTROL NOTES & COORDINATES SHEET 1C0.01 7 M. GROOT M. GROOT J. COAN GENERAL NOTES: PUBLISHED SURVEY CONTROL POINT #NORTHING EASTING ELEVATION AGENCY DESCRIPTION 2000 180879.53 1288220.28 237.19 WSDOT GP 17900-185 - 2671 2001 186315.67 1311358.18 412.42 WSDOT GP 17900-42 - 81 2002 179737.95 1308390.96 340.95 WSDOT HAFF - 5551 2003 173762.92 1296604.26 50.51 WSDOT GP17405-64 - 897 2004 159396.52 1306786.10 486.58 WSDOT SOOS - 6499 2005 154675.90 1296843.94 51.75 WSDOT GP17167-92 - 1385 2006 144183.74 1291922.77 39.04 WSDOT HOOSE - 6500 2007 143805.60 1320969.75 502.84 KING COUNTY 5863 2008 132270.56 1290678.80 70.51 WSDOT GP17167-320 - 6493 2009 128624.41 1321222.55 344.07 WSDOT FN 116 - 1300 2010 123240.54 1305478.76 436.00 WSDOT PINE TREE - 6497 2011 111173.36 1287413.85 98.30 WSDOT HL-031 - 7292 2012 109949.09 1298366.49 124.59 WSDOT GP17164-37 - 23 2013 178757.19 1300526.50 38.24 WSDOT BRYN - 892 2014 164996.25 1302974.24 400.45 WSDOT KC-F-9 RESET - 6716 2015 149724.00 1302474.00 420.94 WSDOT BM17515-106 - 5122 1 ALLIANCE SURVEY CONTROL EASTING ELEVATION 184735.41 185756.82 SET SCRIBE IN TRAFFIC ISLAND 102 28.17 1302086.48 1301985.13 105 183154.59 SET NAIL IN SIDEWALK SET NAIL IN SIDEWALK 1301965.98 34.34 181143.53 SET NAIL IN SIDEWALK SET NAIL IN SIDEWALK 1301990.04 43.21 178580.09 178599.82 SET NAIL IN SIDEWALK 114 35.83 1298493.46 117 178500.66 SET NAIL IN TIMBER IN PLANTER SET NAIL IN SIDEWALK 1298451.69 29.44 176955.47 1298602.59 26.47 SET SCRIBE IN SIDEWALK 121 176543.57 1298728.12 21.63 SET NAIL IN CONCRETE TREE PIT 176119.26 1298737.45 SET NAIL IN SIDEWALK 123 175798.76 1298289.40 25.15 SET NAIL IN SIDEWALK 124 175366.70 26.88 SET NAIL IN SIDEWALK 174882.88 1298230.11 27.71 SET NAIL IN ASPHALT STRIP AT BACK OF SIDEWALK 126 175039.83 1298939.57 25.97 127 175137.99 1299575.70 SET NAIL IN SIDEWALK 128 1300210.29 34.53 SET REBAR AND CAP IN LAWN 129 175064.17 1300515.30 34.11 SET NAIL IN SIDEWALK 173848.34 1300466.28 SET NAIL IN TRAFFIC ISLAND 131 173184.26 1300502.63 88.13 SET NAIL IN TRAFFIC ISLAND 132 172686.71 111.74 SET NAIL IN SIDEWALK 1300629.84 189.27 SET NAIL IN SIDEWALK 171210.41 1300629.57 SET NAIL IN ASPHALT 135 171186.30 1299726.38 204.52 SET NAIL IN ASPHALT 136 170453.99 190.58 SET NAIL IN CURB 170006.27 1299158.22 157.91 SET NAIL IN ASPHALT 138 169206.40 1299174.67 110.63 139 168335.43 SET NAIL IN ASPHALT 140 1299291.55 100.46 SET NAIL IN ASPHALT 141 167266.64 1299553.44 100.33 SET NAIL IN ASPHALT 166207.68 1299591.10 SET NAIL IN ASPHALT 143 164824.65 1299383.10 106.27 SET NAIL IN ASPHALT 144 163899.42 SET SCRIBE ON BOLT OF OLD SIGN BASE 145 164003.51 1299499.42 SET SRIBE IN SIDEWALK 146 161.89 SET NAIL IN SIDEWALK 164403.57 SET NAIL IN SIDEWALK 164880.98 1301578.70 149 165201.78 349.68 SET NAIL IN TRAFFIC ISLAND 150 165445.06 SET SRIBE IN SIDEWALK 151 1302983.41 401.47 164996.22 1302974.24 FOUND MONUMENT IN CASE 153 164029.64 1302984.10 467.64 FOUND MONUMENT IN CASE 161454.59 1302885.27 488.12 SET NAIL IN SIDEWALK POINT #NORTHING DESCRIPTION 100 1302662.12 30.72 SET SCRIBE IN SIDEWALK 101 1302406.37 32.67 184675.34 1302087.78 SET SCRIBE IN SIDEWALK 103 184102.63 30.02 SET SCRIBE IN SIDEWALK 104 183756.83 29.66 SET SCRIBE IN SIDEWALK 1301996.83 30.22 106 182292.67 1302043.70 32.14 107 181575.02 SET NAIL IN SIDEWALK 108 1302036.08 35.41 SET NAIL IN SIDEWALK 109 180551.85 1302006.97 37.53 110 179899.60 1301937.63 39.19 111 179068.50 SET NAIL IN GORE 112 1301348.53 43.51 SET NAIL IN SIDEWALK 113 1300515.63 38.62 178619.83 1300087.42 SET NAIL IN CONC PAD 115 178628.67 1299413.35 32.76 SET NAIL IN SIDEWALK 116 178622.40 33.00 SET NAIL IN SIDEWALK 1298270.38 36.27 118 178027.20 1298206.35 31.62 119 177392.12 SET SCRIBE IN SIDEWALK 120 122 28.05 1298006.04 125 SET NAIL IN SIDEWALK 27.64 175418.98 130 47.72 1300476.62 133 171535.41 134 207.72 1299283.66 137 FOUND NAIL IN ASPHALT 1299247.11 99.61 167814.03 142 91.01 1299006.41 125.66 141.70 164405.44 1300045.30 147 1301151.74 244.70 148 307.04 SET NAIL IN SIDEWALK 1302155.30 1302591.00 375.29 165490.06 SET SRIBE IN SIDEWALK 152 400.48 401.61 FOUND MONUMENT IN CASE 155 162196.49 1302938.21 156 R-42147 ALIGNMENT TABLE - TAL-B-LINE DESCRIPTION L193 C67 L194 L195 C68 L196 C69 L197 C70 STATION 10+00.00 12+30.53 16+65.42 22+66.87 28+61.91 33+43.92 43+33.88 52+36.66 54+06.47 LENGTH 230.53' 434.89' 601.45' 595.04' 482.00' 989.96' 902.78' 169.81' 10.63' BEARING S32°55'57"E S15°08'03"E S2°39'50"W S2°38'56"W S1°56'48"E S6°31'53"E S2°13'15"E S2°05'23"W S2°00'48"W RADIUS 700.00' 3,000.00' 6,000.00' 4,000.00' DELTA 35°35'47" 9°12'20" 8°37'15" 0°09'08" TANGENT 224.72' 241.52' 452.25' 5.32' NORTHING 175536.668 175343.181 174930.092 174329.289 173734.885 173253.680 172270.145 171368.890 171199.193 EASTING 1300246.306 1300371.634 1300483.358 1300455.404 1300427.904 1300444.260 1300556.864 1300591.815 1300585.623 ALIGNMENT TABLE - 2ND-LINE DESCRIPTION L1 L2 L3 L4 C63 L185 C62 L8 L9 STATION 10+00.00 11+30.03 13+91.96 17+07.89 19+40.49 21+06.81 21+83.06 23+34.62 25+82.37 LENGTH 130.03' 261.92' 315.94' 232.60' 166.32' 76.25' 151.56' 247.76' 412.51' BEARING S89°56'12"W N89°11'04"W N89°11'04"W N89°11'04"W N84°25'10"W N79°39'17"W N83°59'48"W N88°20'18"W N89°32'18"W RADIUS 1,000.00' 1,000.00' DELTA 9°31'47" 8°41'01" TANGENT 83.35' 75.92' NORTHING 178585.672 178585.528 178589.256 178593.754 178597.064 178613.220 178626.912 178642.748 178649.932 EASTING 1300232.165 1300102.133 1299840.237 1299524.331 1299291.758 1299126.414 1299051.408 1298900.826 1298653.172 ALIGNMENT TABLE - RAI-LINE DESCRIPTION L14 C66 L192 C2 L190 STATION 10+00.00 12+92.73 15+86.17 31+44.86 36+57.34 LENGTH 292.73' 293.44' 1558.70' 512.48' 317.68' BEARING S3°57'38"W S6°10'50"E S19°56'35"E S10°47'37"W S41°34'17"W RADIUS 839.15' 477.42' DELTA 20°02'08" 61°30'11" TANGENT 148.23' 284.05' NORTHING 178653.256 178361.229 178070.980 176605.753 176126.163 EASTING 1298240.677 1298220.458 1298251.890 1298783.539 1298692.108 ALIGNMENT TABLE - LOG-LINE DESCRIPTION L12 STATION 10+00.00 LENGTH 561.28' BEARING S1°30'38"W RADIUS DELTA TANGENT NORTHING 178585.672 EASTING 1300232.165 ALIGNMENT TABLE - SHA-LINE DESCRIPTION L16 C5 L17 C6 L18 STATION 10+00.00 10+74.78 12+00.09 12+67.49 14+82.55 LENGTH 74.78' 125.31' 67.40' 215.07' 21.49' BEARING S1°04'43"W S24°08'35"E S38°39'14"E S17°03'41"E S0°18'19"E RADIUS 209.55' 319.34' DELTA 34°15'45" 38°35'13" TANGENT 64.59' 111.79' NORTHING 175885.120 175810.353 175697.701 175645.069 175443.330 EASTING 1299145.924 1299144.517 1299195.010 1299237.107 1299299.021 ALIGNMENT TABLE - LAK-LINE DESCRIPTION L19 C7 L20 C8 L21 C9 L22 STATION 10+00.00 13+32.73 14+07.73 16+06.10 16+44.74 17+11.31 17+89.25 LENGTH 332.73' 75.00' 198.36' 38.64' 66.57' 77.94' 39.60' BEARING S89°57'39"W S46°59'21"W S0°29'53"E S14°37'32"W S38°19'08"W S25°20'51"W S0°03'18"E RADIUS 50.00' 75.90' 117.96' DELTA 85°56'37" 29°10'13" 37°51'29" TANGENT 46.58' 19.75' 40.45' NORTHING 175421.842 175421.615 175375.118 175176.763 175139.777 175087.546 175018.381 EASTING 1299299.135 1298966.401 1298916.557 1298918.282 1298908.630 1298867.352 1298834.588 ALIGNMENT TABLE - 3RD-LINE DESCRIPTION L188 L28 STATION 10+00.00 20+22.13 LENGTH 1022.13' 943.90' BEARING N88°39'12"W N88°38'30"W RADIUS DELTA TANGENT NORTHING 178024.582 178048.605 EASTING 1300217.368 1299195.521 ALIGNMENT TABLE - 7TH-LINE DESCRIPTION L32 STATION 10+00.00 LENGTH 664.62' BEARING S89°42'32"E RADIUS DELTA TANGENT NORTHING 175888.496 EASTING 1298481.311 ALIGNMENT TABLE - GRA-LINE DESCRIPTION L178 C12 STATION 10+00.00 11+70.32 LENGTH 170.32' 1357.10' BEARING N77°28'41"E N67°18'02"E RADIUS 3,820.00' DELTA 20°21'18" TANGENT 685.78' NORTHING 174978.784 175015.713 EASTING 1298834.626 1299000.898 POB PI PI PI PC PT PC PT PI POE 29+94.88 178653.256 1298240.677 POE 15+61.28 178024.582 1300217.368 POB POE 29+66.03 178070.980 1298251.890 POB PI POE 16+64.62 175885.120 1299145.924 POB POB PC POE 39+75.02 175888.496 1298481.311 POB PC PT PC PT POE 15+04.04 175421.842 1299299.135 POB PC PT PC PT PC PT POE 18+28.85 174978.784 1298834.626 POB POE 25+27.43 175536.668 1300246.306 POB PC PT PC PT PC PCPT PC ALIGNMENT TABLE - MOR-LINE DESCRIPTION L186 STATION 10+00.00 LENGTH 555.65' BEARING S1°19'22"W RADIUS DELTA TANGENT NORTHING 178589.256 EASTING 1299840.237 POE 15+55.65 178033.750 1299827.410 POB PC PCPT PCPC PI PC POE 54+17.10 171188.566 1300585.250 1298251.889 PT 224.27'C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.01.dwg | Layout: 1C1.0APLOTTED: Nov 05, 2021-11:28:31am By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_RENTON.dwg; X-ROW_PROP.dwg; X-PARCEL-INFO.dwg; X-RDWY_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.SEE VOLUME 2 FOR ADDITIONAL ALIGNMENT INFORMATION IN THE CITY OF KENT. 3.SEE VOLUME 3 FOR ADDITIONAL ALIGNMENT INFORMATION IN THE CITY OF AUBURN. RENTON SEGMENT ROW & SURVEY CONTROL ALIGNMENT TABLES 1C1.0A 8 A. VILLAR C. WILCOX S. FORMAN   GENERAL NOTES: 224.27' R-42148 ALIGNMENT TABLE - CAR-LINE DESCRIPTION L79 C34 L80 C35 L81 C36 L82 C33 L83 C30 L84 STATION 10+00.00 11+50.12 15+46.80 18+30.16 21+72.71 23+14.91 24+90.19 29+64.93 34+72.26 37+26.04 52+26.16 LENGTH 150.12' 396.68' 283.36' 342.56' 142.20' 175.28' 474.74' 507.34' 253.78' 1500.11' 183.68' BEARING S89°03'33"E N71°06'25"E N51°16'23"E N68°24'03"E N85°31'42"E N89°03'21"E S87°26'18"E N67°11'42"E N41°49'41"E N64°19'42"E N86°49'42"E RADIUS 572.96' 572.96' 1,432.40' 572.96' 1,910.00' DELTA 39°40'04" 34°15'20" 7°00'40" 50°44'00" 45°00'00" TANGENT 206.66' 176.57' 87.75' 271.65' 791.15' NORTHING 163968.361 163965.896 164091.792 164269.063 164393.292 164404.379 164407.266 164386.048 164576.328 164765.433 165398.730 EASTING 1299051.971 1299202.070 1299569.927 1299790.984 1300104.764 1300246.529 1300421.673 1300895.939 1301348.485 1301517.732 1302835.286 ALIGNMENT TABLE - 108TH-LINE DESCRIPTION L210 L211 L212 L160 L213 L161 L214 L162 L215 L163 L164 L165 L216 L217 L166 L218 L167 L219 L168 L220 L169 L221 L170 L222 L171 C83 C59 L172 STATION 0+00.00 27+57.10 54+84.92 54+84.92 67+77.43 67+77.43 80+87.90 80+87.90 84+34.68 84+34.68 94+10.35 107+32.62 107+32.62 120+47.78 120+47.78 122+17.95 122+17.95 128+83.97 128+83.97 133+62.75 133+62.75 135+12.76 135+12.76 147+86.48 147+86.48 151+11.55 151+11.55 160+21.88 LENGTH 2757.10' 2727.81' 1292.52' 1292.52' 1310.47' 1310.47' 346.78' 346.78' 975.67' 975.67' 1322.27' 1315.16' 1315.16' 170.17' 170.17' 666.02' 666.02' 478.78' 478.78' 150.01' 150.01' 1273.73' 1273.73' 325.07' 325.07' 910.33' 910.33' 1.46' BEARING S1°26'09"W S1°26'19"W S0°54'58"W S0°54'58"W S0°55'03"W S0°55'03"W S0°55'04"W S0°55'04"W S0°55'05"W S0°55'05"W S0°55'01"W S1°12'03"W S1°12'03"W S1°12'00"W S1°12'00"W S1°11'46"W S1°11'46"W S1°11'48"W S1°11'48"W S1°13'02"W S1°13'02"W S1°12'01"W S1°12'01"W S1°13'00"W S1°13'00"W S28°39'35"W S28°39'35"W S56°09'04"W RADIUS 950.15' 950.15' DELTA 54°53'41" 54°53'41" TANGENT 493.51' 493.51' NORTHING 165408.893 162652.657 159925.702 159925.702 158633.350 158633.350 157323.051 157323.051 156976.317 156976.317 156000.775 154678.670 154678.670 153363.798 153363.798 153193.668 153193.668 152527.795 152527.795 152049.115 152049.115 151899.142 151899.142 150625.696 150625.696 150300.701 150300.701 149532.106 EASTING 1303018.687 1302949.600 1302881.111 1302881.111 1302860.444 1302860.444 1302839.462 1302839.462 1302833.907 1302833.907 1302818.273 1302797.113 1302797.113 1302769.552 1302769.552 1302765.988 1302765.988 1302752.086 1302752.086 1302742.087 1302742.087 1302738.900 1302738.900 1302712.217 1302712.217 1302705.315 1302705.315 1302285.224 ALIGNMENT TABLE - TAL-21-LINE DESCRIPTION L198 C73 L199 L200 L201 C74 L202 C75 L203 C76 L204 C77 L205 C78 L206 C79 L207 C80 L208 C81 L209 C82 STATION 10+00.00 15+70.74 21+36.41 22+85.95 25+43.68 27+40.02 31+52.32 35+21.07 37+63.71 37+92.78 41+41.11 44+01.13 47+38.31 52+75.17 54+26.40 57+82.07 59+80.36 67+12.23 69+99.26 81+69.87 85+17.63 91+35.34 LENGTH 570.74' 565.67' 149.54' 257.73' 196.34' 412.30' 368.75' 242.64' 29.07' 348.33' 260.02' 337.18' 536.86' 151.24' 355.67' 198.29' 731.87' 287.03' 1170.60' 347.76' 617.72' 185.67' BEARING N87°53'48"W S59°41'34"W S26°30'53"W S27°11'07"W S27°00'57"W S14°38'51"W S2°16'46"W S2°35'32"E S7°29'39"E S3°57'37"E S0°26'23"E S3°50'21"E S7°10'05"E S16°27'19"E S25°42'09"E S14°40'20"E S3°38'31"E S2°05'55"W S7°50'21"W S14°40'27"W S21°30'33"W S14°51'38"W RADIUS 500.00' 955.00' 1,427.34' 2,829.22' 2,865.00' 468.00' 515.00' 1,432.39' 1,457.58' 800.00' DELTA 64°49'15" 24°44'11" 9°44'24" 7°03'15" 6°44'35" 18°30'55" 22°03'38" 11°28'53" 13°40'12" 13°17'51" TANGENT 317.44' 209.41' 121.61' 174.39' 168.79' 76.28' 100.39' 144.00' 174.71' 93.25' NORTHING 171188.566 171209.513 170939.038 170805.229 170575.966 170401.053 170005.241 169636.779 169394.678 169365.859 169018.581 168758.573 168422.343 167889.677 167745.266 167424.787 167234.146 166503.758 166217.398 165057.733 164722.114 164147.417 EASTING 1300585.250 1300014.895 1299552.166 1299485.408 1299367.657 1299278.474 1299175.022 1299160.356 1299171.316 1299175.107 1299199.149 1299201.145 1299223.708 1299290.698 1299333.352 1299487.606 1299537.522 1299584.012 1299573.519 1299413.855 1299325.968 1299099.482 POB PC PT PI PC PT POE 93+21.01 163968.361 1299051.971 PC PT PC PT PC PT PC PT PC PT POE 54+09.84 165408.893 1303018.687 POB POB PI PI PI PI PC PT PC PT PC PT PC PT PC PT PC PT PC PT PC NOTE: REFER TO VOLUME 2, SHEET 2C1.00, KENT ALIGNMENT TABLE, FOR CONTINUATION. 168.78' 76.24'C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.01.dwg | Layout: 1C1.0BPLOTTED: Nov 05, 2021-11:28:40am By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_RENTON.dwg; X-ROW_PROP.dwg; X-PARCEL-INFO.dwg; X-RDWY_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.SEE VOLUME 2 FOR ADDITIONAL ALIGNMENT INFORMATION IN THE CITY OF KENT. 3.SEE VOLUME 3 FOR ADDITIONAL ALIGNMENT INFORMATION IN THE CITY OF AUBURN. RENTON SEGMENT ROW & SURVEY CONTROL ALIGNMENT TABLES 1C1.0B 9 A. VILLAR C. WILCOX S. FORMAN   GENERAL NOTES: 168.78' 76.24' R-42149 10+0011+0010+00 11+00 12+00 13+00 14+00 LOG 10+00.00= N: 178585.672 E: 1300232.165 2ND 10+00.00 S89°56'12"W130.03'S01°30'38"W 561.28' 31.3'28.7'30'30'GENERAL NOTESGENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) CITY LIMIT / BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT PERMANENT EASEMENT FEE C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.01.dwg | Layout: 1C1.01PLOTTED: Nov 05, 2021-11:30:15am By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_RENTON.dwg; X-ROW_PROP.dwg; X-PARCEL-INFO.dwg; X-RDWY_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0'S 2ND STLOGAN AVE SRENTON TRANSIT CENTER(LOG-LINE)(2ND-LINE)RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN 2ND 11+00 TO LOG 14+50 1C1.01 10 A. VILLAR C. WILCOX S. FORMAN   569600-00301 CITY OF RENTON 233 BURNETT AVE S S&S BROADWAY INC 205 LOGAN AVE S 569600-00702 123456-12341 PROJECT PARCEL NO. PARCEL NO. R-421410 60'114 30'30'30' 11+0012+0013+0014+0015+0016+00 PI STA: 11+30.03 N: 178585.528 E: 1300102.133 10+00 11+0012+00N89°11'04"W 261.92'N89°11'04"W 315.94'S01°19'22"W555.65'2ND 13+91.96= N: 178589.169 E: 1299840.235 MOR 10+00.09 N89°56'12"E 130.03' MOR 10+60.36, 40.00' RT MOR 10+69.87, 30.00' RT MOR 10+64.91, 39.86' RT MOR 10+64.87, 37.55' RT MOR 10+69.87, 37.50' RT GENERAL NOTESGENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) CITY LIMIT / BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT PERMANENT EASEMENT FEE C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.01.dwg | Layout: 1C1.02PLOTTED: Nov 05, 2021-11:31:53am By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_RENTON.dwg; X-ROW_PROP.dwg; X-PARCEL-INFO.dwg; X-RDWY_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' S 2ND ST (2ND-LINE)MORRIS AVE S(MOR-LINE)RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN 2ND 11+00 TO 2ND 16+00 1C1.02 11 A. VILLAR C. WILCOX S. FORMAN   S&S BROADWAY INC 513 S 2ND ST HADI AND PAVANEH FAKHARZADEH M 511 S 2ND ST SOUTH 2ND STREET LLC 505 S 2ND ST COMPASS RENTON 421 S 2ND ST 172610-00006 784180-00055 784180-00153 784180-00254 569600-00301 S&S BROADWAY INC 205 LOGAN AVE S NOTES: 1.FOR PARCEL NUMBER SEE SHEET 1C1.03.172610-00006 RIGHT-OF-WAY TABLE PROJECT PARCEL NO.PROPERTY OWNER DWG NO.PARCEL NO.PARCEL ADDRESS OWNERSHIP TOTAL (SF) FEE (SF) PERMANENT EASEMENT (SF) COMPENSABLE TEMPORARY CONSTRUCTION EASEMENT (SF) MUTUAL BENEFIT TEMPORARY CONSTRUCTION EASEMENT (SF) TOTAL TEMPORARY CONSTRUCTION EASEMENT (SF) REMAINDER (SF) 6 COMPASS RENTON 1C1.02 1726100000 421 S 2ND ST 29,618 0 0 83 0 83 29,618 123456-12341 PROJECT PARCEL NO. PARCEL NO. R-421411 115 60'30'2ND 19+68.48, 29.62' RT 2ND 19+68.53, 33.56' RT 2ND 19+66.46, 35.30' RT 2ND 20+01.56, 33.15' RT 2ND 20+01.49, 28.36' RT 2ND 19+88.36, 100.23' LT 2ND 19+89.08, 81.47' LT 2ND 19+85.52, 76.69' LT 2ND 20+46.76, 104.59' LT 2ND 20+50.80, 62.96' LT 2ND 20+57.99, 62.49' LT 2ND 20+56.85, 39.16' LT 2ND 19+66.42, 29.67' RT 2ND 20+03.55, 28.28' RT 2ND 20+03.65, 33.66' RT L=166.32 Δ=009° 31' 47" R=1000.00 16+0017+0018+0019+0020+00 21+00 PI STA: 17+07.89 N: 178593.754 E: 1299524.331 PC STA: 19+40.49 N: 178597.064 E: 1299291.758 PI STA: 20+23.84 N: 178598.251 E: 1299208.412 N89°11'04"W 315.94' N89°11'04"W 232.60' GENERAL NOTESGENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) CITY LIMIT / BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT PERMANENT EASEMENT FEE C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.01.dwg | Layout: 1C1.03PLOTTED: Nov 05, 2021-11:33:32am By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_RENTON.dwg; X-ROW_PROP.dwg; X-PARCEL-INFO.dwg; X-RDWY_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' S 2ND ST (2ND-LINE)WHITWORTH AVE SSHATTUCKAVE SRENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN 2ND 16+00 TO 2ND 21+00 1C1.03 12 A. VILLAR C. WILCOX S. FORMAN   HOLT INTERNATIONAL 305 S 2ND ST COMPASS RENTON 421 S 2ND ST 172610-00006 784180-00857 RIGHT-OF-WAY TABLE PROJECT PARCEL NO.PROPERTY OWNER DWG NO.PARCEL NO.PARCEL ADDRESS OWNERSHIP TOTAL (SF) FEE (SF) PERMANENT EASEMENT (SF) COMPENSABLE TEMPORARY CONSTRUCTION EASEMENT (SF) MUTUAL BENEFIT TEMPORARY CONSTRUCTION EASEMENT (SF) TOTAL TEMPORARY CONSTRUCTION EASEMENT (SF) REMAINDER (SF) 49 SEATTLE CITY OF SPU-WTR 1C1.03 0007200188 SHATTUCK AVE S 32,950 0 0 2,328 0 2,328 32,950 50 RENTON CITY OF 1C1.03 0007200141 VACANT, S 2ND ST 98057 10,170 0 0 1,537 0 1,537 10,170 51 RENTON SCHOOL DISTRICT NO. 403 1C1.03 0007200060 400 2ND AVE 1,011,898 142 0 59 0 59 1,011,756 SEATTLE CITY OF SPU-WTR SHATTUCK AVE S 98057 000720-018849 RENTON CITY OF S 2ND ST 98057 000720-014150 RENTON SCHOOL DISTRICT NO. 403 400 2ND AVE 000720-006051 123456-12341 PROJECT PARCEL NO. PARCEL NO. R-421412 2ND 20+50.80, 62.96' LT 2ND 20+57.99, 62.49' LT 21+00 22+00 23+0024+0025+0026+00 PI STA: 25+82.37 N: 178649.932 E: 1298653.172 PC STA: 21+83.06 N: 178626.912 E: 1299051.408 PT STA: 23+34.62 N: 178642.748 E: 1298900.826 PT STA: 21+06.81 N: 178613.220 E: 1299126.414 N79°39'17"W 76.25' L=151.56 Δ=008° 41' 01" R=1000.00 N88°20'18"W 247.76' PI STA: 22+58.98 N: 178640.546 E: 1298976.718 29.6'48.4'GENERAL NOTESGENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) CITY LIMIT / BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT PERMANENT EASEMENT FEE C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.01.dwg | Layout: 1C1.04PLOTTED: Nov 05, 2021-11:35:08am By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_RENTON.dwg; X-ROW_PROP.dwg; X-PARCEL-INFO.dwg; X-RDWY_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' S 2ND ST (2ND-LINE)LAKE AVE SRENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN 2ND 21+00 TO 2ND 26+00 1C1.04 13 A. VILLAR C. WILCOX S. FORMAN   NOTES: 1.FOR PARCEL NUMBER SEE SHEET 1C1.03.784180-008549 123456-12341 PROJECT PARCEL NO. PARCEL NO. R-421413 116 10+00 11+0029+95 26+0027+0028+0029+00 2ND 29+94.88= N: 178653.256 E: 1298240.677 RAI 10+00.00 N89°32'18"W 412.51'S03°57'38"W292.73'26.8'34.9'36.6'44.5' GENERAL NOTESGENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) CITY LIMIT / BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT PERMANENT EASEMENT FEE C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.01.dwg | Layout: 1C1.05PLOTTED: Nov 05, 2021-11:36:44am By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_RENTON.dwg; X-ROW_PROP.dwg; X-PARCEL-INFO.dwg; X-RDWY_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0'RAINIER AVE SS 2ND ST (2ND-LINE)(RAI-LINE)RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN 2ND 26+00 TO RAI 11+00 1C1.05 14 A. VILLAR C. WILCOX S. FORMAN   123456-12341 PROJECT PARCEL NO. PARCEL NO. R-421414 30'30' 15+6113+0014+0015+0010+0011+0012+0013+0014+00 3RD 10+00.00= N: 178024.582 E: 1300217.368 LOG 15+61.2813+0014+0015+0015+56 MOR 15+55.65= N: 178033.750 E: 1299827.410 3RD 13+90.07 S01°30'38"W561.28'29.8'30'N88°39'12"W 1022.13'S01°19'22"W555.65'GENERAL NOTESGENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) CITY LIMIT / BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT PERMANENT EASEMENT FEE C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.01.dwg | Layout: 1C1.06PLOTTED: Nov 05, 2021-11:38:22am By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_RENTON.dwg; X-ROW_PROP.dwg; X-PARCEL-INFO.dwg; X-RDWY_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0'LOGAN AVE SS 3RD STMORRIS AVE S(3RD-LINE)(LOG-LINE)RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN LOG 14+50 TO 3RD 14+50 1C1.06 15 A. VILLAR C. WILCOX S. FORMAN  (MOR-LINE)123456-12341 PROJECT PARCEL NO. PARCEL NO. R-421415 15+0016+0017+0018+0019+00 N88°39'12"W 1022.13'29.6'30'GENERAL NOTESGENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) CITY LIMIT / BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT PERMANENT EASEMENT FEE C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.01.dwg | Layout: 1C1.07PLOTTED: Nov 05, 2021-11:40:01am By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_RENTON.dwg; X-ROW_PROP.dwg; X-PARCEL-INFO.dwg; X-RDWY_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' S 3RD ST WHITWORTH AVE S(3RD-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN 3RD 14+50 TO 3RD 19+50 1C1.07 16 A. VILLAR C. WILCOX S. FORMAN   123456-12341 PROJECT PARCEL NO. PARCEL NO. R-421416 20+0021+0022+0023+0024+00 PI STA: 20+22.13 N: 178048.605 E: 1299195.521 N88°39'12"W 1022.13' N88°38'30"W 943.90'30'30'GENERAL NOTESGENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) CITY LIMIT / BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT PERMANENT EASEMENT FEE SHATTUCK AVE SC:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.01.dwg | Layout: 1C1.08PLOTTED: Nov 05, 2021-11:41:38am By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_RENTON.dwg; X-ROW_PROP.dwg; X-PARCEL-INFO.dwg; X-RDWY_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' S 3RD ST (3RD-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN 3RD 19+50 TO 3RD 24+50 1C1.08 17 A. VILLAR C. WILCOX S. FORMAN   123456-12341 PROJECT PARCEL NO. PARCEL NO. R-421417 25+0026+0027+0028+00 N88°38'30"W 943.90'30'31.5'GENERAL NOTESGENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) CITY LIMIT / BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT PERMANENT EASEMENT FEE C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.01.dwg | Layout: 1C1.09PLOTTED: Nov 05, 2021-11:43:16am By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_RENTON.dwg; X-ROW_PROP.dwg; X-PARCEL-INFO.dwg; X-RDWY_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' S 3RD ST (3RD-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN 3RD 24+50 TO 3RD 28+50 1C1.09 18 A. VILLAR C. WILCOX S. FORMAN   SAFEWAY INC STORE 1563 112 S 3RD ST 000720-019910 123456-12341 PROJECT PARCEL NO. PARCEL NO. R-421418 GENERAL NOTESGENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) CITY LIMIT / BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT PERMANENT EASEMENT FEE 11+00 12+00 13+00 14+00 15+00 PI STA: 14+40.96 N: 178213.328 E: 1298210.538 PC STA: 12+92.73 N: 178361.229 E: 1298220.458S03°57'38"W 292.73' L=293.44 Δ=020° 02' 08" R=839.15 117 44.5'36.6'C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.10.dwg | Layout: 1C1.10PLOTTED: Nov 05, 2021-11:45:32am By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' RAINIER AVE S (RAI-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN RAI 11+00 TO RAI 15+00 1C1.10 19 A. VILLAR C. WILCOX S. FORMAN   123456-12341 PROJECT PARCEL NO. PARCEL NO. R-421419 GENERAL NOTESGENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) CITY LIMIT / BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT PERMANENT EASEMENT FEE 15+00 16+00 17+00 18+00 19+00 20+0029+0029+66RAI PT 15+86.17= N: 178070.980 E: 1298251.889 3RD 29+66.03 118 S19°56'35"E 1558.70'60.6'56.7'N88°38'30"W943.90'C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.10.dwg | Layout: 1C1.11PLOTTED: Nov 05, 2021-11:47:02am By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' RAINIER AVE SS 3RD ST(RAI-LINE)(3RD-LINE)RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN RAI 15+00 TO RAI 20+00 1C1.11 20 A. VILLAR C. WILCOX S. FORMAN  SW SUNSET BLVD123456-12341 PROJECT PARCEL NO. PARCEL NO. R-421420 GENERAL NOTESGENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) CITY LIMIT / BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT PERMANENT EASEMENT FEE 20+00 21+00 22+00 23+00 24+00 25+00S19°56'35"E 1558.70' 119 56.4'45.3'C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.10.dwg | Layout: 1C1.12PLOTTED: Nov 05, 2021-11:48:29am By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' RAINIER AVE SS 3RD PL(RAI-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN RAI 20+00 TO RAI 25+00 1C1.12 21 A. VILLAR C. WILCOX S. FORMAN   CHWV RENTON LLC 440 RAINIER AVE S KROEGER CO 405 RAINIER AVE S 182305-911812 000720-020911 123456-12341 PROJECT PARCEL NO. PARCEL NO. R-421421 GENERAL NOTESGENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) CITY LIMIT / BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT PERMANENT EASEMENT FEE 25+00 26+00 27+00 28+00 29+00 30+00 120 S19°56'35"E 1558.70'C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.10.dwg | Layout: 1C1.13PLOTTED: Nov 05, 2021-11:50:00am By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' RAINIER AVE SS 4TH PL(RAI-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN RAI 25+00 TO RAI 30+00 1C1.13 22 A. VILLAR C. WILCOX S. FORMAN   CHWV RENTON LLC 440 RAINIER AVE S 182305-911812 123456-12341 PROJECT PARCEL NO. PARCEL NO. R-421422 GENERAL NOTESGENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) CITY LIMIT / BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT PERMANENT EASEMENT FEE 30+00 31+00 32+00 33+00 34+0 0 PI STA: 34+28.91 N: 176338.759 E: 1298880.495 PC STA: 31+44.86 N: 176605.753 E: 1298783.539 L=512.48 Δ=061° 30' 11" R=477.42 121 S19°56'35" E 1558.70'C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.10.dwg | Layout: 1C1.14PLOTTED: Nov 05, 2021-11:51:31am By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' RAINIER AVE S (RAI-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN RAI 30+00 TO RAI 34+50 1C1.14 23 A. VILLAR C. WILCOX S. FORMAN   123456-12341 PROJECT PARCEL NO. PARCEL NO. R-421423 GENERAL NOTESGENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) CITY LIMIT / BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT PERMANENT EASEMENT FEE 35+00 36+00 37+00 38+00 PT STA: 36+57.34 N: 176126.163 E: 1298692.108 L=512.48 Δ=061° 30' 11" R=477.42 122 S41°34'17"W 317.68'62.1'29.9'C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.10.dwg | Layout: 1C1.15PLOTTED: Nov 05, 2021-11:53:07am By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' RAINIER AVE S (RAI-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN RAI 34+50 TO RAI 38+50 1C1.15 24 A. VILLAR C. WILCOX S. FORMAN   ERNST TRUST WASHINGTON LLC 610 RAINIER AVE S 182305-925814 TOYOTA OF RENTON 650 RAINIER AVE S 182305-913313 123456-12341 PROJECT PARCEL NO. PARCEL NO. R-421424 GENERAL NOTESGENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) CITY LIMIT / BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT PERMANENT EASEMENT FEE39+75 38+0039+0010+00 11+00 12+00 13+00 7TH 10+00.00= N: 175888.496 E: 1298481.311 RAI 39+75.02 S89°42'32"E 664.62' 62 . 1 ' 29 . 9 'S41°34'17"W 317.68'30.3'27.1'C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.10.dwg | Layout: 1C1.16PLOTTED: Nov 05, 2021-11:54:41am By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' S 7TH STRAINIER AVE S(7TH-LINE)(RAI-LINE)RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN RAI 38+50 TO 7TH 13+50 1C1.16 25 A. VILLAR C. WILCOX S. FORMAN   TOYOTA OF RENTON 650 RAINIER AVE S RENTON PROP HOLDING LLC 201 S 7TH ST 182305-913313 192305-903115 123456-12341 PROJECT PARCEL NO. PARCEL NO. R-421425 GENERAL NOTESGENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) CITY LIMIT / BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT PERMANENT EASEMENT FEE 10+00 11+0016+6514+00 15+00 16+00 PC STA: 10+74.78 N: 175810.353 E: 1299144.517 7TH 16+64.62= N: 175885.120 E: 1299145.924 SHA 10+00.00 S01°04'43"W74.78'30.5'27.1'S89°42'32"E 664.62'C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.10.dwg | Layout: 1C1.17PLOTTED: Nov 05, 2021-11:56:15am By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' S 7TH ST SHATTUCK AVE S(7TH-LINE)(SHA-LINE)RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN 7TH 13+50 TO SHA 11+00 1C1.17 26 A. VILLAR C. WILCOX S. FORMAN   TOYOTA OF RENTON 650 RAINIER AVE S RENTON PROP HOLDING LLC 201 S 7TH ST 182305-913313 192305-903115 KING COUNTY-TRANSIT 301 S 7TH ST 192305-903216 123456-12341 PROJECT PARCEL NO. PARCEL NO. R-421426 GENERAL NOTESGENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) CITY LIMIT / BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT PERMANENT EASEMENT FEE 15+04 11+00 12+00 13+00 14+00 15+00 10+0011+00PI STA: 11+39.37 N: 175746.245 E: 1299152.402 PI STA: 13+79.28 N: 175555.036 E: 1299303.375 PC STA: 12+67.49 N: 175645.069 E: 1299237.107 PT STA: 12+00.09 N: 175697.701 E: 1299195.010 PT STA: 14+82.55 N: 175443.330 E: 1299299.021 SHA 15+04.04= N: 175421.842 E: 1299299.135 LAK 10+00.00 S38°3 9' 1 4 " E 67.40' S00°18'19"E 21.49' L =125.31Δ=03 4 °15 '4 5 " R=2 09.5 5 L=215.07 Δ=038°35'13" R=319.34 S89°57'39"W332.73'C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.10.dwg | Layout: 1C1.18PLOTTED: Nov 05, 2021-11:57:46am By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' SHATT U C K A V E S LAKE AVE S(SHA-LI N E )(LAK-LINE)RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN SHA 11+00 TO LAK 11+00 1C1.18 27 A. VILLAR C. WILCOX S. FORMAN   KING COUNTY-TRANSIT 301 S 7TH ST 192305-903216 123456-12341 PROJECT PARCEL NO. PARCEL NO. R-421427 GENERAL NOTESGENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) CITY LIMIT / BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT PERMANENT EASEMENT FEE 1 1 + 0 0 1 2 + 0 0 1 3 + 0 0 14+00 15+ 0 0 16+0 0 17+00 PI STA: 13+79.31 N: 175421.584 E: 1298919.821 PI STA: 16+25.85 N: 175157.014 E: 1298918.268 PC STA: 13+32.73 N: 175421.615 E: 1298966.401 PC STA: 16+06.10 N: 175176.763 E: 1298918.282 PC STA: 17+11.31 N: 175087.546 E: 1298867.352 PT STA: 14+07.73 N: 175375.118 E: 1298916.557 PT STA: 16+44.74 N: 175139.777 E: 1298908.630 S8 9 ° 5 7 ' 3 9 "W 3 3 2 . 7 3 ' S00° 2 9'5 3" E 198. 3 6' S38°19'08"W 66.57' L=75.00 Δ=085°56'37" R=50.00 L=38.64 Δ=029° 10' 13" R=75.90 N 7 7 ° 2 8 ' 4 1 " E 126S8 9 ° 5 7 ' 3 9 "W 3 3 2 . 7 3 'C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.10.dwg | Layout: 1C1.19PLOTTED: Nov 05, 2021-11:59:15am By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' L A K E A V E S LAKE AVE S ( L A K - L IN E )(LAK-LI NE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN LAK 11+00 TO LAK 16+50 1C1.19 28 A. VILLAR C. WILCOX S. FORMAN   123456-12341 PROJECT PARCEL NO. PARCEL NO. R-421428 GENERAL NOTESGENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) CITY LIMIT / BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT PERMANENT EASEMENT FEE50'50'GRA 14+41.96, 50.00' RT 126 GRA 14+42.00, 56.67' RT L=1357.10 Δ=020° 21' 18" R=3820.00 18+29 17+ 00 18+0010+00 11+00 12+00 13+00 14+00 PI STA: 17+51.76 N: 175058.581 E: 1298839.110 PC STA: 17+11.31 N: 175087.546 E: 1298867.352 PT STA: 16+44.74 N: 175139.777 E: 1298908.630 PT STA: 17+89.25 N: 175018.381 E: 1298834.588 PC STA: 11+70.32 N: 175015.713 E: 1299000.898 GRA 10+00.00= N: 174978.784 E: 1298834.626 LAK 18+28.85 S38° 1 9'0 8" W 66.5 7' S00°03'18"E 39.60' L=77.94 Δ=037° 51' 29" R=117.96 N77°28'41"E 170.32'C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.20.dwg | Layout: 1C1.20PLOTTED: Nov 05, 2021-12:01:42pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' S GRADY WAYLAKE AVE S(LAK-LINE)(GRA-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN LAK 16+50 TO GRA 14+00 1C1.20 29 A. VILLAR C. WILCOX S. FORMAN   RVA CENTER LLC 601 S GRADY WAY 192305-904319 NOTES: 1.FOR PARCEL NUMBER SEE SHEET 1C1.21.192305-904319 KING COUNTY-TRANSIT 301 S 7TH ST 192305-903216 123456-12341 PROJECT PARCEL NO. PARCEL NO. R-421429 GENERAL NOTESGENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) CITY LIMIT / BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT PERMANENT EASEMENT FEE50'50'13.5'GRA 15+68.19, 85.69' LT GRA 15+83.84, 87.24' LT GRA 16+09.38, 61.50' LT GRA 15+94.03, 50.00' LT GRA 17+81.96, 61.55' LT GRA 17+81.95, 68.99' LT GRA 18+32.61, 68.99' LT GRA 18+32.61, 61.53' LT GRA 16+42.04, 53.00' LT 8.9'GRA 14+41.96, 50.00' RT GRA 14+69.21, 50.00' RT GRA 14+69.43, 63.98' RT GRA 14+80.83, 63.81' RT GRA 14+81.31, 101.81' RT GRA 15+09.56, 101.54' RT GRA 15+09.35, 63.54' RT GRA 15+46.84, 63.51' RT GRA 15+46.72, 92.51' RT GRA 15+74.05, 92.73' RT GRA 15+74.38, 63.73' RT GRA 15+86.56, 50.00' RT GRA 15+86.36, 63.89' RT GRA 16+21.21, 50.00' RT 16.1'13'GRA 19+51.41, 61.53' LT GRA 19+51.39, 68.99' LT 127 GRA 15+68.24, 87.69' LT R=25.00' GRA 14+69.32, 56.77' RT GRA 15+86.46, 57.31' RT GRA 16+42.05, 50.00' LT L=1357.10 Δ=020° 21' 18" R=3820.00 GRA 16+21.25, 56.96' RT GRA 14+42.00, 56.67' RT 14+00 15+00 16+00 17+00 18+00 19+00 PI STA: 18+56.10 N: 175164.400 E: 1299670.364 C:\pw_workdir\den003\ch2mhill_av059753\d0601389\1 C1.20.dwg | Layout: 1C1.21PLOTTED: Nov 16, 2021-04:41:46pm By AV059753XREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' S GRADY WAYSHATTUCK AVE S(GRA-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN GRA 14+00 TO GRA 19+00 1C1.21 30 A. VILLAR C. WILCOX S. FORMAN RVA CENTER LLC 601 S GRADY WAY 192305-904319 CAR PROS RENTON CJDR 700 S GRADY WAY 192305-909617 RIGHT-OF-WAY TABLE PROJECT PARCEL NO.PROPERTY OWNER DWG NO.PARCEL NO.PARCEL ADDRESS OWNERSHIP TOTAL (SF) FEE (SF) PERMANENT EASEMENT (SF) COMPENSABLE TEMPORARY CONSTRUCTION EASEMENT (SF) MUTUAL BENEFIT TEMPORARY CONSTRUCTION EASEMENT (SF) TOTAL TEMPORARY CONSTRUCTION EASEMENT (SF) REMAINDER (SF) 17 RENTON PROPERTY HOLDING, LLC 1C1.21 1923059096 700 S GRADY WAY 92,347 7,172 0 7,120 0 7,120 85,175 19 RVA CENTER LLC 1C1.21 1923059043 601 S GRADY WAY 426,966 1,621 0 2,350 0 2,350 425,345 123456-12341 PROJECT PARCEL NO. PARCEL NO. R-421430 GENERAL NOTESGENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) CITY LIMIT / BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT PERMANENT EASEMENT FEE50'40'GRA 18+32.61, 61.53' LT GRA 19+51.41, 61.53' LT GRA 19+51.39, 68.99' LT GRA 20+07.17, 68.99' LT GRA 20+07.14, 61.55' LT 16.1'13'9.6'GRA 21+99.10, 61.51' LT GRA 22+16.34, 65.00' LT 12.1'13'7.4'GRA 22+83.89, 64.99' LT GRA 22+83.89, 60.48' LT GRA 22+47.92, 50.00' RT GRA 22+47.94, 76.00' RT GRA 22+57.73, 50.00' RT GRA 22+97.29, 63.99' RT GRA 23+70.99, 64.01' RT GRA 23+79.14, 66.50' RT GRA 23+67.06, 74.95' RT11.1'13.8'R=89.00' L=1357.10 Δ=020° 21' 18" R=3820.00 GRA 24+16.47, 58.59' LT 19+00 20+00 21+00 22+00 23+00 24+00 S G R A D YC:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.20.dwg | Layout: 1C1.22PLOTTED: Nov 05, 2021-12:04:48pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' S GRADY WAY (GRA-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN GRA 19+00 TO GRA 24+00 1C1.22 31 A. VILLAR C. WILCOX S. FORMAN   SOYAM INVESTMENTS LLC 710 S GRADY WAY 192305-907018CAR PROS RENTON CJDR 700 S GRADY WAY 192305-909617 NOTES: 1.FOR PARCEL NUMBER SEE SHEET 1C1.21. 2.FOR PARCEL NUMBER SEE SHEET 1C1.23. 192305-909617 CRE-WPL TRITON OWNER III LLC 707 S GRADY WAY 192305-902320 192305-902320 RIGHT-OF-WAY TABLE PROJECT PARCEL NO.PROPERTY OWNER DWG NO.PARCEL NO.PARCEL ADDRESS OWNERSHIP TOTAL (SF) FEE (SF) PERMANENT EASEMENT (SF) COMPENSABLE TEMPORARY CONSTRUCTION EASEMENT (SF) MUTUAL BENEFIT TEMPORARY CONSTRUCTION EASEMENT (SF) TOTAL TEMPORARY CONSTRUCTION EASEMENT (SF) REMAINDER (SF) 18 SOYAM INVESTMENTS LLC 1C1.22 1923059070 710 S GRADY WAY 41,000 3,312 0 2,394 0 2,394 37,688 123456-12341 PROJECT PARCEL NO. PARCEL NO. R-421431 GENERAL NOTESGENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) CITY LIMIT / BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT PERMANENT EASEMENT FEE9.5'2.5'40'50'50'50'GRA 24+77.53, 77.94' LT GRA 24+70.41, 77.83' LT GRA 24+52.24, 53.00' LT GRA 24+41.50, 62.75' LT TAL-B 11+71.26, 50.00' RT TAL-B 11+85.02, 80.01' RT TAL-B 11+25.47, 79.98' RT TAL-B 11+53.00, 65.05' RT TAL-B 10+46.50, 78.23' LT TAL-B 10+55.95, 64.00' LT TAL-B 10+69.14, 52.50' LT TAL-B 12+43.82, 64.14' LT TAL-B 13+36.66, 52.50' LT TAL-B 13+55.88, 64.65' LT TAL-B 13+46.92, 62.24' LT TAL-B 13+48.26, 91.55' LT R=24.50'12813' R=89.00' GRA 24+77.29, 95.78' LT GRA 24+63.44, 95.58' LT TAL-B 11+71.25, 58.02' RT TAL-B 12+30.53, 52.50' LT R=752.50' TAL-B 10+42.23, 78.09' LT R=717.36' R=640.00' TAL-B 12+30.53, 60.00' RT TAL-B 11+85.03, 60.00' RT R=640.00' GRA 24+24.52, 62.58' LT GRA 24+16.47, 58.59' LT 25+27 24+0025+0010+00 11+00 12+00 13+00 14+00 GRA 25+27.43= N: 175536.668 E: 1300246.306 TAL-B 10+00.00 PC STA: 12+30.53 N: 175343.181 E: 1300371.634 S32°55'57"E 230.53' L=434.89 Δ=035° 35' 47" R=700.00 C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.20.dwg | Layout: 1C1.23PLOTTED: Nov 05, 2021-12:06:23pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0'S GRADY WAYTALBOT RD S (TAL-B-LINE)(GRA-LINE)RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN GRA 24+00 TO TAL-B 14+00 1C1.23 32 A. VILLAR C. WILCOX S. FORMAN   CRE-WPL TRITON OWNER III LLC 707 S GRADY WAY 192305-902320 SAMS REAL ESTATE BUSINESS TRUST 901 S GRADY WAY 915460-001022A SOYAM INVESTMENTS LLC710 S GRADY WAY192305-907018NOTES: 1.FOR PARCEL NUMBER SEE SHEET 1C1.22.192305-907018 RIGHT-OF-WAY TABLE PROJECT PARCEL NO.PROPERTY OWNER DWG NO.PARCEL NO.PARCEL ADDRESS OWNERSHIP TOTAL (SF) FEE (SF) PERMANENT EASEMENT (SF) COMPENSABLE TEMPORARY CONSTRUCTION EASEMENT (SF) MUTUAL BENEFIT TEMPORARY CONSTRUCTION EASEMENT (SF) TOTAL TEMPORARY CONSTRUCTION EASEMENT (SF) REMAINDER (SF) 20 CRE-WPL TRITON OWNER III LLC 1C1.23 1923059023 707 S GRADY WAY 325,750 5,808 0 10,091 0 10,091 319,942 22A SAMS REAL ESTATE BUSINESS TRUST 1C1.23 9154600010 901 S GRADY WAY 630,524 1,851 0 7,707 0 7,707 628,673 123456-12341 PROJECT PARCEL NO. PARCEL NO. R-421432 GENERAL NOTESGENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) CITY LIMIT / BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT PERMANENT EASEMENT FEE TAL-B 14+21.90, 91.79' LT TAL-B 14+23.44, 61.58' LT TAL-B 14+14.04, 65.81' LT TAL-B 14+34.27, 51.50' LT TAL-B 14+34.27, 50.00' LT R=24.50' TAL-B 16+85.74, 61.23' LT TAL-B 16+94.62, 98.37' LT TAL-B 17+23.14, 105.73' LT TAL-B 17+23.14, 50.00' LT TAL-B 15+23.48, 60.00' RT TAL-B 15+20.75, 74.65' RT TAL-B 15+87.79, 81.88' RT TAL-B 15+89.28, 64.59' RT TAL-B 16+07.23, 50.00' RT TAL-B 15+85.11, 61.85' RT TAL-B 16+07.49, 57.20' RT TAL-B 15+75.52, 61.07' RT TAL-B 15+75.47, 50.00' RT TAL-B 18+28.63, 62.50' RT 129 R=640.00' R=640.00' TAL-B 16+25.02, 57.20' RT TAL-B 16+24.88, 61.20' RT S02°39'50"W 601.45' L=434.89 Δ=035° 35' 47" R=700.00 60.5'50'R=761.50' 14+00 15+00 16+00 17+00 18+00 PT STA: 16+65.42 N: 174930.092 E: 1300483.358 PI STA: 14+54.80 N: 175155.188 E: 1300493.828 L=434.89 Δ=035° 35' 47" R=700.00 C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.20.dwg | Layout: 1C1.24PLOTTED: Nov 05, 2021-12:07:54pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' TALBOT RD S (TAL-B-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN TAL-B 14+00 TO TAL-B 18+50 1C1.24 33 A. VILLAR C. WILCOX S. FORMAN   PUGET SOUND ENERGY/ELEC TALBOT RD S 192305-909421 CRE-WPL TRITON OWNER III LLC 707 S GRADY WAY 192305-902320 NOTES: 1.FOR PARCEL NUMBER SEE SHEET 1C1.23. 2.FOR PARCEL NUMBER SEE SHEET 1C1.23. 192305-902320 SAMS REAL ESTATE BUSINESS TRUST 901 S GRADY WAY 202305-900722B 915460-001022A SAMS REAL ESTATE BUSINESS TRUST 901 S GRADY WAY 915460-001022A RIGHT-OF-WAY TABLE PROJECT PARCEL NO.PROPERTY OWNER DWG NO.PARCEL NO.PARCEL ADDRESS OWNERSHIP TOTAL (SF) FEE (SF) PERMANENT EASEMENT (SF) COMPENSABLE TEMPORARY CONSTRUCTION EASEMENT (SF) MUTUAL BENEFIT TEMPORARY CONSTRUCTION EASEMENT (SF) TOTAL TEMPORARY CONSTRUCTION EASEMENT (SF) REMAINDER (SF) 21 PUGET SOUND ENERGY/ELEC 1C1.24 1923059094 TALBOT RD S 37,189 0 0 1,739 0 1,739 37,189 22B SAMS REAL ESTATE BUSINESS TRUST 1C1.24 2023059007 901 S GRADY WAY 630,524 0 0 2,951 0 2,951 630,524 123456-12341 PROJECT PARCEL NO. PARCEL NO. R-421433 GENERAL NOTESGENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) CITY LIMIT / BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT PERMANENT EASEMENT FEE60.5'50'S02°38'56"W 595.04' TAL-B 20+48.76, 70.70' RT TAL-B 20+48.33, 60.42' RT TAL-B 21+31.96, 71.08' RT 19+00 20+00 21+00 22+00 23+00 PI STA: 22+66.87 N: 174329.289 E: 1300455.404 S02°39'50"W 601.45'C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.20.dwg | Layout: 1C1.25PLOTTED: Nov 05, 2021-12:09:25pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' TALBOT RD S (TAL-B-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN TAL-B 18+50 TO TAL-B 23+50 1C1.25 34 A. VILLAR C. WILCOX S. FORMAN   192305-900151 CRE-WPL TRITON OWNER III LLC 700 S RENTON VILLAGE PL 98055 S RENTON VILLAGE PLI-405 SB OFF-RAMP 123456-12341 PROJECT PARCEL NO. PARCEL NO. RIGHT-OF-WAY TABLE PROJECT PARCEL NO.PROPERTY OWNER DWG NO.PARCEL NO.PARCEL ADDRESS OWNERSHIP TOTAL (SF) FEE (SF) PERMANENT EASEMENT (SF) COMPENSABLE TEMPORARY CONSTRUCTION EASEMENT (SF) MUTUAL BENEFIT TEMPORARY CONSTRUCTION EASEMENT (SF) TOTAL TEMPORARY CONSTRUCTION EASEMENT (SF) REMAINDER (SF) 51 CRE-WPL TRITON OWNER II LLC 1C1.25 1923059001 700 S RENTON VILLAGE PL 272,021 0 0 769 0 769 272,021 R-421434 GENERAL NOTESGENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) CITY LIMIT / BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT PERMANENT EASEMENT FEE 130 24+00 25+00 26+00 27+00 28+00S02°38'56"W 595.04'C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.20.dwg | Layout: 1C1.26PLOTTED: Nov 05, 2021-12:10:54pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' TALBOT RD S (SR515) I-4 0 5 N B O F F - R A M P (TAL-B-LINE) I -405 RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN TAL-B 23+50 TO TAL-B 28+50 1C1.26 35 A. VILLAR C. WILCOX S. FORMAN   123456-12341 PROJECT PARCEL NO. PARCEL NO. R-421435 GENERAL NOTESGENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) CITY LIMIT / BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT PERMANENT EASEMENT FEE 29+00 30+00 31+00 32+00 33+00 PC STA: 28+61.91 N: 173734.885 E: 1300427.904 PI STA: 31+03.43 N: 173493.624 E: 1300416.712 L=482.00 Δ=009° 12' 20" R=3000.00 C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.20.dwg | Layout: 1C1.27PLOTTED: Nov 05, 2021-12:12:23pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' TALBOT RD S (SR515) (TAL-B-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN TAL-B 28+50 TO TAL-B 33+00 1C1.27 36 A. VILLAR C. WILCOX S. FORMAN   LY DAN C VACANT NO SITE ADDRESS 722200-025023 PUGET SOUND ENERGY/GAS S. PUGET DR. & BENSON DR S. 722200-001024 123456-12341 PROJECT PARCEL NO. PARCEL NO. R-421436 GENERAL NOTESGENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) CITY LIMIT / BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT PERMANENT EASEMENT FEE 131 33+00 34+00 35+00 36+00 37+00 38+00 PT STA: 33+43.92 N: 173253.680 E: 1300444.260 S06°31'53"E 989.96'C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.20.dwg | Layout: 1C1.28PLOTTED: Nov 05, 2021-12:13:54pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0'S PUGET DRS 15TH ST(TAL-B-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN TAL-B 33+00 TO TAL-B 38+00 1C1.28 37 A. VILLAR C. WILCOX S. FORMAN   LY DAN C VACANT NO SITE ADDRESS 722200-025023 PUGET SOUND ENERGY/GAS S. PUGET DR. & BENSON DR S. 722200-001024 BENSON DR S (SR 515) 123456-12341 PROJECT PARCEL NO. PARCEL NO. R-421437 GENERAL NOTESGENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) CITY LIMIT / BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT PERMANENT EASEMENT FEE 132 S06°31'53"E 989.96' 38+00 39+00 40+00 41+00 42+00 43+00 C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.20.dwg | Layout: 1C1.29PLOTTED: Nov 05, 2021-12:15:27pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' BENSON DR S (SR 515) (TAL-B-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN TAL-B 38+00 TO TAL-B 43+00 1C1.29 38 A. VILLAR C. WILCOX S. FORMAN   PUGET SOUND ENERGY/GAS S. PUGET DR. & BENSON DR S. 722200-001024 S 16TH ST123456-12341 PROJECT PARCEL NO. PARCEL NO. R-421438 GENERAL NOTESGENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) CITY LIMIT / BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT PERMANENT EASEMENT FEE 43+00 44+00 45+00 46+00 47+00 48+00 PC STA: 43+33.88 N: 172270.145 E: 1300556.864 PI STA: 47+86.13 N: 171820.835 E: 1300608.305 L=902.78 Δ=008° 37' 15" R=6000.00 C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.30.dwg | Layout: 1C1.30PLOTTED: Nov 05, 2021-12:17:52pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' BENSON DR S (SR 515) (TAL-B-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN TAL-B 43+00 TO TAL-B 48+00 1C1.30 39 A. VILLAR C. WILCOX S. FORMAN   123456-12341 PROJECT PARCEL NO. PARCEL NO. R-421439 GENERAL NOTESGENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) CITY LIMIT / BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT PERMANENT EASEMENT FEE 133 48+00 49+00 50+00 51+00 52+00 53+00 PT STA: 52+36.66 N: 171368.890 E: 1300591.815 C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.30.dwg | Layout: 1C1.31PLOTTED: Nov 05, 2021-12:19:25pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' BENSON DR S (SR 515) (TAL-B-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN TAL-B 48+00 TO TAL-B 53+00 1C1.31 40 A. VILLAR C. WILCOX S. FORMAN   123456-12341 PROJECT PARCEL NO. PARCEL NO. R-421440 GENERAL NOTESGENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) CITY LIMIT / BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT PERMANENT EASEMENT FEE 134 40'40'53+0054+0010+00 11+00 12+00 13+00 PC STA: 54+06.47 N: 171199.193 E: 1300585.623 PI STA: 54+11.79 N: 171193.880 E: 1300585.430 S02°05'23"W169.81'L=10.63 Δ=000° 09' 08" R=4000.00 N87°53'48"W 570.74' TAL-B 54+17.10= N: 171188.566 E: 1300585.250 TAL-21 10+00.00 C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.30.dwg | Layout: 1C1.32PLOTTED: Nov 05, 2021-12:20:57pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' S 21ST ST BENSON DR S (SR 515)(TAL-B-LINE)(TAL-21-LINE)BURNETT PL SRENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN TAL-B 53+00 TO TO TAL-21 13+00 1C1.32 41 A. VILLAR C. WILCOX S. FORMAN   123456-12341 PROJECT PARCEL NO. PARCEL NO. R-421441 GENERAL NOTESGENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) CITY LIMIT / BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT PERMANENT EASEMENT FEE N87°53'48"W 570.74'40'40'13+00 14+00 15+00 16+00 17+00 PC STA: 15+70.74 N: 171209.513 E: 1300014.895 C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.30.dwg | Layout: 1C1.33PLOTTED: Nov 05, 2021-12:22:29pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' S 21ST ST SMITHERS AVE STALBOT RD S(TAL-21-LINE) (TAL-21-LINE ) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN TAL-21 13+00 TO TAL-21 17+50 1C1.33 42 A. VILLAR C. WILCOX S. FORMAN   123456-12341 PROJECT PARCEL NO. PARCEL NO. R-421442 GENERAL NOTESGENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) CITY LIMIT / BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT PERMANENT EASEMENT FEE 135 S26°30 ' 5 3 " W 149.54' S26°30' 5 3 " W 149.54' 18+ 0 0 19+00 20+00 21+00 22+00 PT STA: 21+36.41 N: 170939.038 E: 1299552.166 PI STA: 18+88.18 N: 171221.163 E: 1299697.672 L=565.67, R=500.00 D=064°49'15"C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.30.dwg | Layout: 1C1.34PLOTTED: Nov 05, 2021-12:24:04pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' TALBOT RD S TALBOT RD S(TAL-21-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN TAL-21 17+50 TO TAL-21 22+00 1C1.34 43 A. VILLAR C. WILCOX S. FORMAN   123456-12341 PROJECT PARCEL NO. PARCEL NO. R-421443 GENERAL NOTESGENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) CITY LIMIT / BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT PERMANENT EASEMENT FEE30'30'136 TAL-21 25+70.62, 30.00' RT TAL-21 25+76.67, 42.32' RT TAL-21 25+65.86, 43.41' RT TAL-21 25+47.71, 58.18' LT TAL-21 25+67.72, 39.00' LT TAL-21 26+17.74, 39.00' LT TAL-21 26+17.73, 30.00' LT TAL-21 25+71.78, 30.00' LT TAL-21 25+57.42, 39.12' LT S26°30'53"W 149.54' 22+00 23+00 24+00 25+00 26+00 27+00 PI STA: 22+85.95 N: 170805.229 E: 1299485.408 PI STA: 25+43.68 N: 170575.966 E: 1299367.657 S27°11'07"W 257.73' S27°00'57"W 196.34'C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.30.dwg | Layout: 1C1.35PLOTTED: Nov 05, 2021-12:25:36pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' TALBOT RD S S 23RD ST (TAL-21-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN TAL-21 22+00 TO TAL-21 27+00 1C1.35 44 A. VILLAR C. WILCOX S. FORMAN   WILLIAM WOLSTED 407 S. 23RD ST. 855700-014026 FACILITIES & OPERATIONS CTR 2300 TALBOT RD S 302305-907325 NOTES: 1.FOR PARCEL NUMBER SEE SHEET 1C1.36.302305-907325 RIGHT-OF-WAY TABLE PROJECT PARCEL NO.PROPERTY OWNER DWG NO.PARCEL NO.PARCEL ADDRESS OWNERSHIP TOTAL (SF) FEE (SF) PERMANENT EASEMENT (SF) COMPENSABLE TEMPORARY CONSTRUCTION EASEMENT (SF) MUTUAL BENEFIT TEMPORARY CONSTRUCTION EASEMENT (SF) TOTAL TEMPORARY CONSTRUCTION EASEMENT (SF) REMAINDER (SF) 26 WILLIAM WOLSTED 1C1.35 8557000140 407 S. 23RD ST.12,870 149 0 0 0 0 12,721 123456-12341 PROJECT PARCEL NO. PARCEL NO. R-421444 GENERAL NOTESGENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) CITY LIMIT / BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT PERMANENT EASEMENT FEE30'30'137 136 TAL-21 26+17.73, 30.00' LT TAL-21 28+36.83, 30.00' RT TAL-21 28+36.82, 37.05' RT TAL-21 27+71.00, 37.67' RT TAL-21 27+70.91, 32.85' RT S27°00' 5 7 " W 196.34'S02°16'46" W 368.75' 27+00 28+00 29+00 30+00 31+00 32+00 PC STA: 27+40.02 N: 170401.053 E: 1299278.474 PT STA: 31+52.32 N: 170005.241 E: 1299175.022 PI STA: 29+49.43 N: 170214.490 E: 1299183.351 S27°00' 5 7 " W 196.34' L=412.30, R=955.00 D=024°44'11"C:\pw_workdir\den003\ch2mhill_av059753\d0601389\1 C1.30.dwg | Layout: 1C1.36PLOTTED: Nov 16, 2021-04:54:40pm By AV059753XREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' TALBOT RD S TALBOT CREST DR(TAL-21-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN TAL-21 27+00 TO TAL-21 32+00 1C1.36 45 A. VILLAR C. WILCOX S. FORMAN FACILITIES & OPERATIONS CTR 2300 TALBOT RD S 302305-907325 RANKIN MICHELLE E 2320 TALBOT CREST DR S 855700-001027 RIGHT-OF-WAY TABLE PROJECT PARCEL NO.PROPERTY OWNER DWG NO.PARCEL NO.PARCEL ADDRESS OWNERSHIP TOTAL (SF) FEE (SF) PERMANENT EASEMENT (SF) COMPENSABLE TEMPORARY CONSTRUCTION EASEMENT (SF) MUTUAL BENEFIT TEMPORARY CONSTRUCTION EASEMENT (SF) TOTAL TEMPORARY CONSTRUCTION EASEMENT (SF) REMAINDER (SF) 25 FACILITIES & OPERATIONS CTR 1C1.35 & 1C1.36 3023059073 2300 TALBOT RD S 488,307 44 0 576 0 576 488,263 27 RANKIN MICHELLE E 1C1.36 8557000010 2320 TALBOT CREST DR S 8,320 0 0 466 0 466 8,320 123456-12341 PROJECT PARCEL NO. PARCEL NO. R-421445 GENERAL NOTESGENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) CITY LIMIT / BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT PERMANENT EASEMENT FEE30'30'32+00 33+00 34+00 35+00 36+00 37+00 PC STA: 35+21.07 N: 169636.779 E: 1299160.356 PI STA: 36+42.68 N: 169515.262 E: 1299155.522 S02°16'46"W 368.75' L=242.64, R=1427.34 D=009°44'24"C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.30.dwg | Layout: 1C1.37PLOTTED: Nov 05, 2021-12:28:40pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' TALBOT RD SS 26TH ST(TAL-21-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN TAL-21 32+00 TO TAL-21 37+00 1C1.37 46 A. VILLAR C. WILCOX S. FORMAN   123456-12341 PROJECT PARCEL NO. PARCEL NO. R-421446 GENERAL NOTESGENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) CITY LIMIT / BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT PERMANENT EASEMENT FEE 138 39.7'21.5'S00°26'23"E 260.02' 37+00 38+00 39+00 40+00 41+00 42+00 PC STA: 37+92.78 N: 169365.859 E: 1299175.107PT STA: 37+63.71 N: 169394.678 E: 1299171.316 PT STA: 41+41.11 N: 169018.581 E: 1299199.149PI STA: 39+67.17 N: 169192.961 E: 1299197.831 S07°29'39"E 29.07' L=348.33, R=2829.22 D=007°03'15"C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.30.dwg | Layout: 1C1.38PLOTTED: Nov 05, 2021-12:30:11pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' TALBOT RD S TALBOT CREST DR SS 27TH PL(TAL-21-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN TAL-21 37+00 TO TAL-21 42+00 1C1.38 47 A. VILLAR C. WILCOX S. FORMAN   123456-12341 PROJECT PARCEL NO. PARCEL NO. R-421447 GENERAL NOTESGENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) CITY LIMIT / BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT PERMANENT EASEMENT FEE 42+00 43+00 44+00 45+00 46+00 47+00 PC STA: 44+01.13 N: 168758.573 E: 1299201.145 PI STA: 45+69.91 N: 168589.795 E: 1299202.546 S00°26'23"E 260.02' L=337.18, R=2865.00 D=006°44'35"33'26.4'C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.30.dwg | Layout: 1C1.39PLOTTED: Nov 05, 2021-12:31:45pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' TALBOT RD S (TAL-21-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN TAL-21 42+00 TO TAL-21 47+00 1C1.39 48 A. VILLAR C. WILCOX S. FORMAN   123456-12341 PROJECT PARCEL NO. PARCEL NO. R-421448 GENERAL NOTESGENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) CITY LIMIT / BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT PERMANENT EASEMENT FEE 47+00 48+00 49+00 50+00 51+00 52+00 PT STA: 47+38.31 N: 168422.343 E: 1299223.708 S07°10'05"E 536.86' 139 32.3'28.7'C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.40.dwg | Layout: 1C1.40PLOTTED: Nov 05, 2021-12:34:14pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; 18229-SV-CTRL_KC.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' TALBOT RD S (TAL-21-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN TAL-21 47+00 TO TAL-21 52+00 1C1.40 49 A. VILLAR C. WILCOX S. FORMAN   123456-12341 PROJECT PARCEL NO. PARCEL NO. R-421449 GENERAL NOTESGENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) CITY LIMIT / BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT PERMANENT EASEMENT FEE 52+0 0 53+00 54+00 55+00 56+00 57+00 PC STA: 52+75.17 N: 167889.677 E: 1299290.698 PT STA: 54+26.40 N: 167745.266 E: 1299333.352 PI STA: 53+51.41 N: 167814.039 E: 1299300.249 L=151.24, R=468.00 D=018°30'55" S25°42'09"E 355.67'30'42'140 TAL-21 56+79.21, 30.03' RT TAL-21 56+79.28, 35.00' RT C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.40.dwg | Layout: 1C1.41PLOTTED: Nov 05, 2021-12:35:46pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; 18229-SV-CTRL_KC.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' TALBOT RD S (TAL-21-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN TAL-21 52+00 TO TAL-21 57+00 1C1.41 50 A. VILLAR C. WILCOX S. FORMAN   TATRO DON L 3211 TALBOT RD S 302305-901928 WINSPER HOA TRACT NE CORNER TALBOT RD S. & S. 32ND ADJACENT TO 3130 TALBOT RD S. 948575-129 RIGHT-OF-WAY TABLE PROJECT PARCEL NO.PROPERTY OWNER DWG NO.PARCEL NO.PARCEL ADDRESS OWNERSHIP TOTAL (SF) FEE (SF) PERMANENT EASEMENT (SF) COMPENSABLE TEMPORARY CONSTRUCTION EASEMENT (SF) MUTUAL BENEFIT TEMPORARY CONSTRUCTION EASEMENT (SF) TOTAL TEMPORARY CONSTRUCTION EASEMENT (SF) REMAINDER (SF) 28 TATRO DON L 1C1.41 & 1C1.42 3023059019 3211 TALBOT RD S 275,299 0 0 320 0 320 275,299 123456-12341 PROJECT PARCEL NO. PARCEL NO. R-421450 GENERAL NOTESGENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) CITY LIMIT / BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT PERMANENT EASEMENT FEE 57+00 58+00 59+00 60+00 61+00 PC STA: 57+82.07 N: 167424.787 E: 1299487.606 PT STA: 59+80.36 N: 167234.146 E: 1299537.522PI STA: 58+82.46 N: 167334.332 E: 1299531.145 L=198.29, R=515.00 D=022°03'38" 141 TAL-21 57+43.38, 35.00' RT TAL-21 57+43.35, 30.00' RT S03°38'31" E 731.87'30'30'C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.40.dwg | Layout: 1C1.42PLOTTED: Nov 05, 2021-12:37:17pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; 18229-SV-CTRL_KC.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' TALBOT RD SS 32ND ST(TAL-21-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN TAL-21 57+00 TO TAL-21 61+50 1C1.42 51 A. VILLAR C. WILCOX S. FORMAN   TATRO DON L 3211 TALBOT RD S 302305-901928 WINSPER HOA TRACT NE CORNER TALBOT RD S. & S. 32ND ADJACENT TO 3130 TALBOT RD S. 948575-129 123456-12341 PROJECT PARCEL NO. PARCEL NO. R-421451 GENERAL NOTESGENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) CITY LIMIT / BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT PERMANENT EASEMENT FEE 62+00 63+00 64+00 65+00 66+00S03°38'31"E 731.87'30'30'C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.40.dwg | Layout: 1C1.43PLOTTED: Nov 05, 2021-12:38:47pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; 18229-SV-CTRL_KC.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' TALBOT RD S (TAL-21-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN TAL-21 61+50 TO TAL-21 66+50 1C1.43 52 A. VILLAR C. WILCOX S. FORMAN   123456-12341 PROJECT PARCEL NO. PARCEL NO. R-421452 GENERAL NOTESGENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) CITY LIMIT / BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT PERMANENT EASEMENT FEE 67+00 68+00 69+00 70+00 71+00 PC STA: 67+12.23 N: 166503.758 E: 1299584.012 PT STA: 69+99.26 N: 166217.398 E: 1299573.519 PI STA: 68+56.23 N: 166360.050 E: 1299593.160 L=287.03, R=1432.39 D=011°28'53" 142 S03°38'31"E 731.87' S07°50'21"W 1170.60'30'30'C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.40.dwg | Layout: 1C1.44PLOTTED: Nov 05, 2021-12:40:18pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; 18229-SV-CTRL_KC.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' TALBOT RD S S 36TH ST(TAL-21-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN TAL-21 66+50 TO TAL-21 71+50 1C1.44 53 A. VILLAR C. WILCOX S. FORMAN   CAROL ANN AND PATRICIA R PILLON 3619 TALBOT RD S 302305-904031 123456-12341 PROJECT PARCEL NO. PARCEL NO. R-421453 GENERAL NOTESGENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) CITY LIMIT / BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT PERMANENT EASEMENT FEE 72+00 73+00 74+00 75+00 76+00 S07°50'21"W 1170.60'30'30'TAL-21 71+66.49, 37.00' LT TAL-21 72+44.77, 37.00' LT TAL-21 73+74.60, 51.35' RT TAL-21 73+69.24, 51.23' RT TAL-21 73+74.96, 35.02' RT TAL-21 74+42.62, 35.00' RT TAL-21 74+53.40, 37.66' RT TAL-21 75+26.74, 38.16' RT TAL-21 75+36.55, 54.87' RT TAL-21 75+42.29, 54.88' RT TAL-21 75+33.67, 31.45' RT TAL-21 75+42.25, 46.86' RT TAL-21 73+01.78, 64.86' LT TAL-21 73+24.34, 30.00' LT C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.40.dwg | Layout: 1C1.45PLOTTED: Nov 05, 2021-12:41:49pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; 18229-SV-CTRL_KC.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' TALBOT RD SS 37TH STS 37TH STS 38TH CTS 38TH CT(TAL-21-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN TAL-21 71+50 TO TAL-21 76+50 1C1.45 54 A. VILLAR C. WILCOX S. FORMAN   NORTHWEST KIDNEY CENTERS 17200 TALBOT RD S 302305-910932 HIATT RONALD D JR+JOLENE M 3620 TALBOT RD S 855860-004030 CAROL ANN AND PATRICIA R PILLON 3619 TALBOT RD S 302305-904031 RIGHT-OF-WAY TABLE PROJECT PARCEL NO.PROPERTY OWNER DWG NO.PARCEL NO.PARCEL ADDRESS OWNERSHIP TOTAL (SF)FEE (SF) PERMANENT EASEMENT (SF) COMPENSABLE TEMPORARY CONSTRUCTION EASEMENT (SF) MUTUAL BENEFIT TEMPORARY CONSTRUCTION EASEMENT (SF) TOTAL TEMPORARY CONSTRUCTION EASEMENT (SF) REMAINDER (SF) 30 HIATT RONALD D JR+JOLENE M 1C1.45 8558600040 3620 TALBOT RD S 8,814 0 0 548 0 548 8,814 32 NORTHWEST KIDNEY CENTERS 1C1.45 3023059109 17200 TALBOT RD S 39,488 33 0 1,329 0 1,329 39,455 52 BRAR GURSEWAK+GURDIP KAUR 1C1.45 8558600125 3704 TALBOT RD S 9,775 0 0 318 0 318 9,775 BRAR GURSEWAK+GURDIP KAUR 3704 TALBOT RD S 855860-012552 123456-12341 PROJECT PARCEL NO. PARCEL NO. R-421454 GENERAL NOTESGENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) CITY LIMIT / BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT PERMANENT EASEMENT FEE 77+00 78+00 79+00 80+00 81+00 30'30'S07°50'21"W 1170.60'C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.40.dwg | Layout: 1C1.46PLOTTED: Nov 05, 2021-12:43:21pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; 18229-SV-CTRL_KC.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' TALBOT RD S (TAL-21-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN TAL-21 76+50 TO TAL-21 81+50 1C1.46 55 A. VILLAR C. WILCOX S. FORMAN   123456-12341 PROJECT PARCEL NO. PARCEL NO. R-421455 GENERAL NOTESGENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) CITY LIMIT / BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT PERMANENT EASEMENT FEE 82+00 83+00 84+00 85+00 86+00 PC STA: 81+69.87 N: 165057.733 E: 1299413.855 PT STA: 85+17.63 N: 164722.114 E: 1299325.968 PI STA: 83+44.58 N: 164884.656 E: 1299390.026 L=347.76, R=1457.58 D=013°40'12" 143 40'30'S21°30'33"W 617.72'C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.40.dwg | Layout: 1C1.47PLOTTED: Nov 05, 2021-12:44:51pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; 18229-SV-CTRL_KC.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' TALBOT RD SS 177TH ST(TAL-21-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN TAL-21 81+50 TO TAL-21 86+50 1C1.47 56 A. VILLAR C. WILCOX S. FORMAN   PUBLIC HOSPITAL DIST #1 (VALLEY MEDICAL CENTER) 400 S 43RD ST 885767-010033 123456-12341 PROJECT PARCEL NO. PARCEL NO. R-421456 GENERAL NOTESGENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) CITY LIMIT / BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT PERMANENT EASEMENT FEE 87+00 88+00 89+00 90+00 91+00 PC STA: 91+35.34 N: 164147.417 E: 1299099.482 S21°30'33"W 617.72'40'30'TAL-21 88+01.47, 39.42' LT TAL-21 88+10.78, 34.92' LT TAL-21 88+10.78, 30.00' LT TAL-21 88+81.57, 39.42' LT TAL-21 88+76.78, 30.00' LT TAL-21 88+76.78, 34.92' LT C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.40.dwg | Layout: 1C1.48PLOTTED: Nov 05, 2021-12:46:20pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; 18229-SV-CTRL_KC.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' TALBOT RD S (TAL-21-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN TAL-21 86+50 TO TAL-21 91+50 1C1.48 57 A. VILLAR C. WILCOX S. FORMAN   PUBL HOSP DIST#1 KING CO (VALLEY MEDICAL CENTER) 17820 TALBOT RD S 761680-001034 NEW RVA79 LLC (ATTN: JEFFREY HUEY) 17900 TALBOT RD S 312305-913435 PUBLIC HOSPITAL DIST #1 (VALLEY MEDICAL CENTER) 400 S 43RD ST 885767-010033 RIGHT-OF-WAY TABLE PROJECT PARCEL NO.PROPERTY OWNER DWG NO.PARCEL NO.PARCEL ADDRESS OWNERSHIP TOTAL (SF) FEE (SF) PERMANENT EASEMENT (SF) COMPENSABLE TEMPORARY CONSTRUCTION EASEMENT (SF) MUTUAL BENEFIT TEMPORARY CONSTRUCTION EASEMENT (SF) TOTAL TEMPORARY CONSTRUCTION EASEMENT (SF) REMAINDER (SF) 34 PUBL HOSP DIST#1 KING CO (VALLEY MEDICAL CENTER) 1C1.48 7616800010 17820 TALBOT RD S 23,945 325 0 430 0 430 23,620 123456-12341 PROJECT PARCEL NO. PARCEL NO. R-421457 GENERAL NOTESGENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) CITY LIMIT / BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT PERMANENT EASEMENT FEE 10+00 11+00 12+00 13+00 PC STA: 11+50.12 N: 163965.896 E: 1299202.070 CAR 10+00.00= N: 163968.361 E: 1299051.971 TAL-21 93+21.01 S89°03'33"E 150.12'92+0093+0093+21PC STA: 91+35.34 N: 164147.417 E: 1299099.482 PI STA: 92+28.60 N: 164060.658 E: 1299065.290 L=185.67, R=800.00 D=013°17'51"51.7'30' 30' 40'C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.40.dwg | Layout: 1C1.49PLOTTED: Nov 05, 2021-12:47:51pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; 18229-SV-CTRL_KC.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0'TALBOT RD SS CARR RD (CAR-LINE)(TAL-21-LINE)RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN TAL-21 91+50 TO CAR 13+00 1C1.49 58 A. VILLAR C. WILCOX S. FORMAN   123456-12341 PROJECT PARCEL NO. PARCEL NO. R-421458 GENERAL NOTESGENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) CITY LIMIT / BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT PERMANENT EASEMENT FEE 13+ 0 0 14+00 15+00 16+00 17+00 18+00PI STA: 13+56.78 N: 163962.503 E: 1299408.703 PT STA: 15+46.80 N: 164091.792 E: 1299569.927 N51°16'23"E 283.36' L=396.68 Δ=039°40'04"R=572.96 S C A R R 145 30'50.9'C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.50.dwg | Layout: 1C1.50PLOTTED: Nov 05, 2021-12:50:10pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' S CARR RD (CAR-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN CAR 13+00 TO CAR 18+00 1C1.50 59 A. VILLAR C. WILCOX S. FORMAN   123456-12341 PROJECT PARCEL NO. PARCEL NO. R-421459 GENERAL NOTESGENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) CITY LIMIT / BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT PERMANENT EASEMENT FEE 18+00 19+00 20+00 21+00 22+00 23+00 PI STA: 20+06.73 N: 164379.526 E: 1299928.732 PC STA: 18+30.16 N: 164269.063 E: 1299790.984 PT STA: 21+72.71 N: 164393.292 E: 1300104.764 N85°31' 4 2 " E 142.20' L=342.56 Δ=03 4°15'20" R=572.96 S CA R R 146 50.5'29.9'C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.50.dwg | Layout: 1C1.51PLOTTED: Nov 05, 2021-12:51:37pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN CAR 18+00 TO CAR 23+00 1C1.51 60 A. VILLAR C. WILCOX S. FORMAN   S CARR RD 98TH AVE SSMITHERS AVE S(CAR-LINE) 123456-12341 PROJECT PARCEL NO. PARCEL NO. R-421460 GENERAL NOTESGENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) CITY LIMIT / BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT PERMANENT EASEMENT FEE 23+00 24+00 25+00 26+00 27+00 28+00 PI STA: 24+02.66 N: 164411.187 E: 1300334.013 PC STA: 23+14.91 N: 164404.379 E: 1300246.529 PT STA: 24+90.19 N: 164407.266 E: 1300421.673 S87°26'18"E 474.74' L=175.28 Δ=007° 00' 40" R=1432.40 53.2'47.2'C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.50.dwg | Layout: 1C1.52PLOTTED: Nov 05, 2021-12:53:09pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' S CARR RD (CAR-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN CAR 23+00 TO CAR 28+00 1C1.52 61 A. VILLAR C. WILCOX S. FORMAN   123456-12341 PROJECT PARCEL NO. PARCEL NO. R-421461 GENERAL NOTESGENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) CITY LIMIT / BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT PERMANENT EASEMENT FEE 28+00 29+00 30+00 31+00 32+00 PI STA: 32+36.58 N: 164373.907 E: 1301167.320 PC STA: 29+64.93 N: 164386.048 E: 1300895.939 L=507.34 Δ=050° 44' 00" R=572.96 147 55.4'44.5'S87°26'18"E 474.74'C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.50.dwg | Layout: 1C1.53PLOTTED: Nov 05, 2021-12:54:40pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' S CARR RD (CAR-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN CAR 28+00 TO CAR 32+50 1C1.53 62 A. VILLAR C. WILCOX S. FORMAN   CITY OF RENTON 10433 SE CARR ROAD 322305-915637 NEW HORIZON SCHOOL 1111 S CARR RD 322305-908136 123456-12341 PROJECT PARCEL NO. PARCEL NO. R-421462 GENERAL NOTESGENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) CITY LIMIT / BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT PERMANENT EASEMENT FEE 33+00 34+00 35+00 36+00 37+00 PC STA: 37+26.04 N: 164765.433 E: 1301517.732 PT STA: 34+72.26 N: 164576.328 E: 1301348.485 N41°49'41"E 253.78'50'50'C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.50.dwg | Layout: 1C1.54PLOTTED: Nov 05, 2021-12:56:06pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' S CARR RDMILL AVE S(CAR-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN CAR 32+50 TO CAR 37+50 1C1.54 63 A. VILLAR C. WILCOX S. FORMAN   CITY OF RENTON 10433 SE CARR ROAD 322305-915637 NEW HORIZON SCHOOL 1111 S CARR RD 322305-908136 WELLS AVE S123456-12341 PROJECT PARCEL NO. PARCEL NO. R-421463 GENERAL NOTESGENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) CITY LIMIT / BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT PERMANENT EASEMENT FEE 38+00 39+00 40+00 41+00 42+00 148 50'50'C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.50.dwg | Layout: 1C1.55PLOTTED: Nov 05, 2021-12:57:32pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' S CARR RD (CAR-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN CAR 37+50 TO CAR 42+50 1C1.55 64 A. VILLAR C. WILCOX S. FORMAN   DIAZ 338 INC 10433 SE CARR RD 322305-929938 NOTES: 1.FOR PARCEL NUMBER SEE SHEET 1C1.56.322305-929938 123456-12341 PROJECT PARCEL NO. PARCEL NO. R-421464 GENERAL NOTESGENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) CITY LIMIT / BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT PERMANENT EASEMENT FEE 43+00 44+00 45+00 46+00 47+00 L=1500.11 Δ=045° 00' 00" R=1910.0050'50'149 PI STA: 45+17.19 N: 165354.957 E: 1302045.348 C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.50.dwg | Layout: 1C1.56PLOTTED: Nov 05, 2021-01:00:13pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' SE CARR RD 105TH PL SE(CAR-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN CAR 42+50 TO CAR 47+50 1C1.56 65 A. VILLAR C. WILCOX S. FORMAN   123456-12341 PROJECT PARCEL NO. PARCEL NO. DIAZ 338 INC 10433 SE CARR RD 322305-929938 SENG, LLC C/O MSALK #3 LLC 10545 SE CARR ROAD N 322305-923740 3503 RP RENTON NORTH BENSON 17605 108TH AVE SE 322305-906342 NOTES: 1.FOR PARCEL NUMBER SEE SHEET 1C1.58.322305-906342 RIGHT-OF-WAY TABLE PROJECT PARCEL NO.PROPERTY OWNER DWG NO.PARCEL NO.PARCEL ADDRESS OWNERSHIP TOTAL (SF) FEE (SF) PERMANENT EASEMENT (SF) COMPENSABLE TEMPORARY CONSTRUCTION EASEMENT (SF) MUTUAL BENEFIT TEMPORARY CONSTRUCTION EASEMENT (SF) TOTAL TEMPORARY CONSTRUCTION EASEMENT (SF) REMAINDER (SF) 40 MSALK #3 LLC 1C1.56 3223059237 10545 SE CARR ROAD N 19,602 1,570 0 634 0 634 18,032 60% TO BE SUBMITTED AT A LATER DATE ROUTI N G C H A N G E D R-421465 GENERAL NOTESGENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) CITY LIMIT / BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT PERMANENT EASEMENT FEE 48+00 49+00 50+00 51+00 52+00 PT STA: 52+26.16N: 165398.730E: 1302835.286150 C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.50.dwg | Layout: 1C1.57PLOTTED: Nov 05, 2021-01:01:41pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' SE CARR RD (CAR-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN CAR 47+50 TO CAR 52+50 1C1.57 66 A. VILLAR C. WILCOX S. FORMAN   123456-12341 PROJECT PARCEL NO. PARCEL NO. ASP INVESTMENTS LLC 10622 SE CARR RD 292305-915839 C/O CVS #10285-01 10712 SE CARR RD 292305-919841 3503 RP RENTON NORTH BENSON 17605 108TH AVE SE 322305-906342 NOTES: 1.FOR PARCEL NUMBER SEE SHEET 1C1.58.322305-906342106TH PL SE60% TO BE SUBMITTED AT A LATER DATE ROUTI N G C H A N G E D R-421466 GENERAL NOTESGENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) CITY LIMIT / BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT PERMANENT EASEMENT FEE 0+00 1+00 2+00 3+00 4+00 54+10 53+0054+00108TH 0+00.00= N: 165408.893 E: 1303018.687 CAR 54+09.84 N86°49'42"E183.68'151 C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.50.dwg | Layout: 1C1.58PLOTTED: Nov 05, 2021-01:03:07pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0'SE CARR RDSE PETROVITSKY RD BENSON DR S (SR 515)108TH AVE SE (SR 515) (108TH-LINE)(CAR-LINE)RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN CAR 52+50 TO 108TH 4+00 1C1.58 67 A. VILLAR C. WILCOX S. FORMAN   123456-12341 PROJECT PARCEL NO. PARCEL NO.C/O CVS #10285-0110712 SE CARR RD292305-9198413503 RP RENTON NORTH BENSON 17605 108TH AVE SE 322305-906342 RIGHT-OF-WAY TABLE PROJECT PARCEL NO.PROPERTY OWNER DWG NO.PARCEL NO.PARCEL ADDRESS OWNERSHIP TOTAL (SF)FEE (SF) PERMANENT EASEMENT (SF) COMPENSABLE TEMPORARY CONSTRUCTION EASEMENT (SF) MUTUAL BENEFIT TEMPORARY CONSTRUCTION EASEMENT (SF) TOTAL TEMPORARY CONSTRUCTION EASEMENT (SF) REMAINDER (SF) 42 3503 RP RENTON NORTH BENSON 1C1.58 3223059063 17605 108TH AVE SE 199,448 1,995 0 3,153 0 3,153 197,453 60% TO BE SUBMITTED AT A LATER DATE ROUTI N G C H A N G E D R-421467 GENERAL NOTESGENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) CITY LIMIT / BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT PERMANENT EASEMENT FEE 4+00 5+00 6+00 7+00 8+00 9+00 2014 C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.50.dwg | Layout: 1C1.59PLOTTED: Nov 05, 2021-01:04:32pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-CTRL_KC.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' 108TH AVE SE (SR 515) (108TH-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN 108TH 4+00 TO 108TH 9+00 1C1.59 68 A. VILLAR C. WILCOX S. FORMAN   123456-12341 PROJECT PARCEL NO. PARCEL NO. 3503 RP RENTON NORTH BENSON 17605 108TH AVE SE 322305-906342 NOTES: 1.FOR PARCEL NUMBER SEE SHEET 1C1.58.322305-906342 FRED MEYER STORES INC 17605 108TH AVE SE 322305-901643 60% TO BE SUBMITTED AT A LATER DATE ROUTI N G C H A N G E D R-421468 GENERAL NOTESGENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) CITY LIMIT / BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT PERMANENT EASEMENT FEE 9+00 10+00 11+00 12+00 13+00 C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.60.dwg | Layout: 1C1.60PLOTTED: Nov 05, 2021-01:07:16pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-BS_Kent.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; 18229-SV-CTRL_KC.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' 108TH AVE SE (SR 515) (108TH-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN 108TH 9+00 TO 108TH 13+00 1C1.60 69 A. VILLAR C. WILCOX S. FORMAN   123456-12341 PROJECT PARCEL NO. PARCEL NO. 60% TO BE SUBMITTED AT A LATER DATE ROUTI N G C H A N G E D R-421469 GENERAL NOTESGENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) CITY LIMIT / BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT PERMANENT EASEMENT FEE 13+00 14+00 15+00 16+00 17+00 18+00S01°26'09"W 2757.10'153 C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.60.dwg | Layout: 1C1.61PLOTTED: Nov 05, 2021-01:08:53pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-BS_Kent.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; 18229-SV-CTRL_KC.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0'SE 181ST STSE 180TH ST108TH AVE SE (SR 515) (108-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN 108TH 13+00 TO 108TH 18+00 1C1.61 70 A. VILLAR C. WILCOX S. FORMAN   123456-12341 PROJECT PARCEL NO. PARCEL NO. RENTON REGIONAL FIRE AUTHORITY 18002 108TH AVE SE 322305-910644 RIGHT-OF-WAY TABLE PROJECT PARCEL NO.PROPERTY OWNER DWG NO.PARCEL NO.PARCEL ADDRESS OWNERSHIP TOTAL (SF) FEE (SF) PERMANENT EASEMENT (SF) COMPENSABLE TEMPORARY CONSTRUCTION EASEMENT (SF) MUTUAL BENEFIT TEMPORARY CONSTRUCTION EASEMENT (SF) TOTAL TEMPORARY CONSTRUCTION EASEMENT (SF) REMAINDER (SF) 44 RENTON REGIONAL FIRE AUTHORITY 1C1.61 3223059106 18002 108TH AVE SE 39,278 866 0 1,600 0 1,600 38,412 53 GUERRERO ELAINE 1C1.61 740900120 10803 SE 180TH PL 98055 9,120 214 0 0 0 0 8,906 GUERRERO ELAINE 10803 SE 180TH PL 98055 74090-012053 60% TO BE SUBMITTED AT A LATER DATE ROUTI N G C H A N G E D R-421470 GENERAL NOTESGENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) CITY LIMIT / BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT PERMANENT EASEMENT FEE 18+00 19+00 20+00 21+00 22+00 23+00 15451'40'S01°26'09"W 2757.10'41'47.2'C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.60.dwg | Layout: 1C1.62PLOTTED: Nov 05, 2021-01:10:28pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-BS_Kent.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; 18229-SV-CTRL_KC.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0'SE 182ND STSE 181ST ST108TH AVE SE (SR 515) (108TH-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN 108TH 18+00 TO 108TH 23+00 1C1.62 71 A. VILLAR C. WILCOX S. FORMAN   123456-12341 PROJECT PARCEL NO. PARCEL NO. R-421471 GENERAL NOTESGENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) CITY LIMIT / BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT PERMANENT EASEMENT FEE 23+00 24+00 25+00 26+00 27+00 28+00 PI: 108TH 27+57.10 N: 162652.657 E: 1302949.600 40.9'47'S01°26'09"W 2757.10'C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.60.dwg | Layout: 1C1.63PLOTTED: Nov 05, 2021-01:12:02pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-BS_Kent.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; 18229-SV-CTRL_KC.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' 108TH AVE SE (SR 515) (108TH-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN 108TH 23+00 TO 108TH 28+00 1C1.63 72 A. VILLAR C. WILCOX S. FORMAN   123456-12341 PROJECT PARCEL NO. PARCEL NO. R-421472 GENERAL NOTESGENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) CITY LIMIT / BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT PERMANENT EASEMENT FEE 28+00 29+00 30+00 31+00 32+00 33+00 40'40'155 108TH 29+59.11, 40.00' LT 108TH 29+59.10, 46.97' LT 108TH 30+33.10, 47.00' LT 108TH 30+33.10, 40.00' LT 108TH 31+69.60, 54.98' RT 108TH 31+11.19, 54.93' RT 108TH 31+10.98, 68.88' RT108TH 30+85.45, 68.48' RT 108TH 31+59.31, 42.54' RT 108TH 31+13.35, 42.54' RT 108TH 31+13.35, 40.00' RT S01°26'19"W 2727.81' 108TH 30+75.59, 49.04' LT 108TH 30+84.92, 49.25' LT 108TH 30+84.92, 40.00' LT 108TH 30+75.59, 40.00' LT C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.60.dwg | Layout: 1C1.64PLOTTED: Nov 05, 2021-01:13:37pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-BS_Kent.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; 18229-SV-CTRL_KC.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' 108TH AVE SE (SR 515) (108TH-LINE)SE 186TH STRENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN 108TH 28+00 TO 108TH 33+00 1C1.64 73 A. VILLAR C. WILCOX S. FORMAN   SPRINGFIELD 64 LLC 10815 SE 184TH LN KC HOUSING AUTHORITY 18415 108TH AVE SE SEA MAIN AND YIIN CHAN 18429 108TH AVE SE 322305-908245 322305-907046 322305-913547 RIGHT-OF-WAY TABLE PROJECT PARCEL NO.PROPERTY OWNER DWG NO.PARCEL NO.PARCEL ADDRESS OWNERSHIP TOTAL (SF) FEE (SF) PERMANENT EASEMENT (SF) COMPENSABLE TEMPORARY CONSTRUCTION EASEMENT (SF) MUTUAL BENEFIT TEMPORARY CONSTRUCTION EASEMENT (SF) TOTAL TEMPORARY CONSTRUCTION EASEMENT (SF) REMAINDER (SF) 45 SPRINGFIELD 64 LLC 1C1.64 3223059082 10815 SE 184TH LN 210,400 0 0 602 0 602 210,400 47 SEA MAIN AND YIIN CHAN 1C1.64 3223059135 18429 108TH AVE SE 10,018 114 0 1,397 0 1,397 9,904 SALDIVAR LEOCADIA & SONIA 10808 SE 186TH ST 911710-016054 SE 184TH LN123456-12341 PROJECT PARCEL NO. PARCEL NO. R-421473 GENERAL NOTESGENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) CITY LIMIT / BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT PERMANENT EASEMENT FEE 33+00 34+00 35+00 36+00 37+00 38+00 40'40'S01°26'19"W 2727.81'C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.60.dwg | Layout: 1C1.65PLOTTED: Nov 05, 2021-01:15:14pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-BS_Kent.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; 18229-SV-CTRL_KC.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' 108TH AVE SE (SR 515) (108TH-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN 108TH 33+00 TO 108TH 38+00 1C1.65 74 A. VILLAR C. WILCOX S. FORMAN   123456-12341 PROJECT PARCEL NO. PARCEL NO. R-421474 38+00 39+00 40+00 41+00 42+00 43+00S01°26'19"W 2727.81' 156 40.2'41.4'GENERAL NOTESGENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) CITY LIMIT / BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT PERMANENT EASEMENT FEE C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.60.dwg | Layout: 1C1.66PLOTTED: Nov 05, 2021-01:16:46pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-BS_Kent.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; 18229-SV-CTRL_KC.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' 108TH AVE SE (SR 515)SE 187TH PL(108TH-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN 108TH 38+00 TO 108TH 43+00 1C1.66 75 A. VILLAR C. WILCOX S. FORMAN   123456-12341 PROJECT PARCEL NO. PARCEL NO. R-421475 43+00 44+00 45+00 46+00 47+00 39.1'40.8'S01°26'19"W 2727.81' GENERAL NOTESGENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) CITY LIMIT / BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT PERMANENT EASEMENT FEE C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.60.dwg | Layout: 1C1.67PLOTTED: Nov 05, 2021-01:18:21pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-BS_Kent.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; 18229-SV-CTRL_KC.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' 108TH AVE SE (SR 515) (108TH-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN 108TH 43+00 TO 108TH 47+00 1C1.67 76 A. VILLAR C. WILCOX S. FORMAN   123456-12341 PROJECT PARCEL NO. PARCEL NO. R-421476 47+00 48+00 49+00 50+00 51+00 52+00 157 40'40'S01°26'19"W 2727.81' GENERAL NOTESGENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) CITY LIMIT / BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT PERMANENT EASEMENT FEE 108TH AVE SE (SR 515)C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.60.dwg | Layout: 1C1.68PLOTTED: Nov 05, 2021-01:20:09pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-BS_Kent.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; 18229-SV-CTRL_KC.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0'SE 190TH ST(108TH-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN 108TH 47+00 TO 108TH 52+00 1C1.68 77 A. VILLAR C. WILCOX S. FORMAN  FRIENDLY FUELS INC19044 108TH AVE SE322305-903548NOTES: 1.FOR PARCEL NUMBER SEE SHEET 1C1.69.322305-903548 123456-12341 PROJECT PARCEL NO. PARCEL NO. R-421477 52+00 53+00 54+00 55+00 56+00 57+00 PI: 108TH 54+84.92 N: 159925.702 E: 1302881.111 40'40'158 108TH 53+31.59, 40.00' LT 108TH 53+31.59, 45.50' LT 108TH 54+32.49, 45.50' LT 108TH 54+17.44, 42.43' LT 108TH 54+17.44, 40.00' LT 108TH 53+44.43, 42.43' LT 108TH 53+44.43, 40.00' LT S00°54'58"W 1292.52' GENERAL NOTESGENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1C0.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) CITY LIMIT / BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT PERMANENT EASEMENT FEE C:\Users\schwasb\appdata\local\temp\AcPublish_23460\1 C1.60.dwg | Layout: 1C1.69PLOTTED: Nov 05, 2021-01:21:57pm By SCHWASBXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-BS_Kent.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; 18229-SV-CTRL_KC.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' 108TH AVE SE (SR 515)SE 192ND ST(108TH-LINE) RENTON SEGMENT ROW, SURVEY CONTROL & ALIGNMENT PLAN 108TH 52+00 TO 108TH 57+00 1C1.69 78 A. VILLAR C. WILCOX S. FORMAN   FRIENDLY FUELS INC 19044 108TH AVE SE 322305-903548 RIGHT-OF-WAY TABLE PROJECT PARCEL NO.PROPERTY OWNER DWG NO.PARCEL NO.PARCEL ADDRESS OWNERSHIP TOTAL (SF) FEE (SF) PERMANENT EASEMENT (SF) COMPENSABLE TEMPORARY CONSTRUCTION EASEMENT (SF) MUTUAL BENEFIT TEMPORARY CONSTRUCTION EASEMENT (SF) TOTAL TEMPORARY CONSTRUCTION EASEMENT (SF) REMAINDER (SF) 48 FRIENDLY FUELS INC 1C1.69 3223059035 19044 108TH AVE SE 30,187 178 0 364 0 364 29,645 123456-12341 PROJECT PARCEL NO. PARCEL NO. CITY OF RENTON CITY OF KENT SEE VOLUME 2 SHEET 2C1.01 R-421478 SCALE: TYPICAL SECTION A NTS (S 2ND ST) 2ND 10+51 TO 2ND 20+55 LT SIDE IMPROVEMENTS (LOCATIONS SHOWN ON PAVING PLANS) SCALE: TYPICAL SECTION B NTS (MORRIS AVE S) (WITHWORTH AVE S) (SHATTUCK AVE S) (MORRIS AVE S) - LT IMPROVEMENT TO THE CENTER LINE (WITHWORTH AVE S) - LT IMPROVEMENT TO THE CENTER LINE (SHATTUCK AVE S) - LT IMPROVEMENT TO THE CENTERLINE (LOCATIONS ARE SHOWN ON THE PAVING PLANS) (WITHWORTH AVE S) - RT IMPROVEMENT TO THE CENTER LINE (SHATTUCK AVE S) - RT IMPROVEMENT TO THE CENTERLINE (LOCATIONS ARE SHOWN ON THE PAVING PLANS) GENERAL NOTES TYPICAL SECTION NOTES TYPICAL SECTION LEGEND HMA CSBC / CSTC CONCRETE PAVEMENT LANDSCAPING 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 LANDSCAPING PLANS FOR PLANTING LAYOUT. 5.SEE STRUCTURAL PLANS FOR LIMIT AND TYPE OF RETAINING WALL. 6.SEE STATION PLANS FOR LIMIT OF STATION AREA AND PEDESTRIAN GUARDRAIL. 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.SEE PAVING PLANS FOR LOCATION OF BOLLARDS. 10.PAVEMENT SECTIONS MAY BE MODIFIED PENDING GEOTECHNICAL PAVEMENT RECOMMENDATIONS. HMA CL. 1/2 IN. PG 58H-22 HMA CL. 1 IN. PG 58H-22 CRUSHED SURFACING BASE COURSE (CSBC) CEMENT CONCRETE SIDEWALK PER CITY OF RENTON, STD PLAN 102 CRUSHED SURFACING TOP COURSE (CSTC) CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON, STD PLAN 101 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON, STD PLAN 101 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62. 1 2 3 4 5 6 7 8 RENTON SEGMENT ROADWAY TYPICAL SECTIONS 1C3.01 79 A. VILLAR J. LIM S. FORMAN C:\pw_workdir\den003\jeg_ngaier\d0601389\1 C3.01.dwg | Layout: 1C3.01PLOTTED: Nov 05, 2021-11:01:21am By NGAIERXREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-RDWY_RENTON.dwg; X-ALIGN.dwg; X-TOPO.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER R-421479 RT SIDE IMPROVEMENTS GRA 22+57 TO GRA 23+80SCALE: TYPICAL SECTION C NTS (S GRADY WAY) GRA 11+03 TO GRA 24+42 LT SIDE IMPROVEMENTS GRA 11+03 TO GRA 14+69 LT SIDE IMPROVEMENTS GRA 16+06 TO GRA 24+42 ALTERNATE SECTION GRA 16+06 TO GRA 22+82 GENERAL NOTES TYPICAL SECTION NOTES TYPICAL SECTION LEGEND HMA CSBC / CSTC CONCRETE PAVEMENT LANDSCAPING 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 LANDSCAPING PLANS FOR PLANTING LAYOUT. 5.SEE STRUCTURAL PLANS FOR LIMIT AND TYPE OF RETAINING WALL. 6.SEE STATION PLANS FOR LIMIT OF STATION AREA AND PEDESTRIAN GUARDRAIL. 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.SEE PAVING PLANS FOR LOCATION OF BOLLARDS. 10.PAVEMENT SECTIONS MAY BE MODIFIED PENDING GEOTECHNICAL PAVEMENT RECOMMENDATIONS. HMA CL. 1/2 IN. PG 58H-22 HMA CL. 1 IN. PG 58H-22 CRUSHED SURFACING BASE COURSE (CSBC) CEMENT CONCRETE SIDEWALK PER CITY OF RENTON, STD PLAN 102 CRUSHED SURFACING TOP COURSE (CSTC) CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON, STD PLAN 101 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON, STD PLAN 101 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62. 1 2 3 4 5 6 7 8 RENTON SEGMENT ROADWAY TYPICAL SECTIONS 1C3.02 80 A. VILLAR J. LIM S. FORMAN C:\pw_workdir\den003\jeg_ngaier\d0601389\1 C3.01.dwg | Layout: 1C3.02PLOTTED: Nov 05, 2021-11:01:25am By NGAIERXREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-RDWY_RENTON.dwg; X-ALIGN.dwg; X-TOPO.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER R-421480 SCALE: TYPICAL SECTION D NTS (TALBOT RD S) TAL-B 10+70 TO TAL-B 22+05 RT SIDE IMPROVEMENTS TAL-B 11+53 TO TAL-B 11+71 RT SIDE IMPROVEMENTS TAL-B 16+07 TO TAL-B 22+05 LT SIDE IMPROVEMENTS TAL-B 10+70 TO TAL-B 13+37 LT SIDE IMPROVEMENTS TAL-B 14+34 TO TAL-B 16+59 SCALE: TYPICAL SECTION E NTS (TALBOT RD S) TAL-B 34+86 TO TAL-B 37+20 LT SIDE IMPROVEMENTS TAL-B 37+00 TO TAL-B 37+20 RT SIDE IMPROVEMENTS TAL-B 34+86 TO TAL-B 35+06 GENERAL NOTES TYPICAL SECTION NOTES TYPICAL SECTION LEGEND HMA CSBC / CSTC CONCRETE PAVEMENT LANDSCAPING 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 LANDSCAPING PLANS FOR PLANTING LAYOUT. 5.SEE STRUCTURAL PLANS FOR LIMIT AND TYPE OF RETAINING WALL. 6.SEE STATION PLANS FOR LIMIT OF STATION AREA AND PEDESTRIAN GUARDRAIL. 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.SEE PAVING PLANS FOR LOCATION OF BOLLARDS. 10.PAVEMENT SECTIONS MAY BE MODIFIED PENDING GEOTECHNICAL PAVEMENT RECOMMENDATIONS. HMA CL. 1/2 IN. PG 58H-22 HMA CL. 1 IN. PG 58H-22 CRUSHED SURFACING BASE COURSE (CSBC) CEMENT CONCRETE SIDEWALK PER CITY OF RENTON, STD PLAN 102 CRUSHED SURFACING TOP COURSE (CSTC) CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON, STD PLAN 101 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON, STD PLAN 101 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62. 1 2 3 4 5 6 7 8 RENTON SEGMENT ROADWAY TYPICAL SECTIONS 1C3.03 81 A. VILLAR J. LIM S. FORMAN C:\pw_workdir\den003\jeg_ngaier\d0601389\1 C3.01.dwg | Layout: 1C3.03PLOTTED: Nov 05, 2021-11:01:28am By NGAIERXREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-RDWY_RENTON.dwg; X-ALIGN.dwg; X-TOPO.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER R-421481 SCALE: TYPICAL SECTION F NTS (TALBOT RD S) TAL-21 25+75 TO TAL-21 29+00 LT SIDE IMPROVEMENTS TAL-21 25+82 TO TAL-21 26+11 RT SIDE IMPROVEMENTS TAL-21 25+75 TO TAL-21 25+87 RT SIDE IMPROVEMENTS TAL-21 27+76 TO TAL-21 29+00 SCALE: TYPICAL SECTION G NTS (TALBOT RD S) TAL-21 56+28 TO TAL-21 57+36 LT SIDE IMPROVEMENTS TAL-21 56+28 TO TAL-21 56+40 RT SIDE IMPROVEMENTS TAL-21 56+86 TO TAL-21 57+36 GENERAL NOTES TYPICAL SECTION NOTES TYPICAL SECTION LEGEND HMA CSBC / CSTC CONCRETE PAVEMENT LANDSCAPING 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 LANDSCAPING PLANS FOR PLANTING LAYOUT. 5.SEE STRUCTURAL PLANS FOR LIMIT AND TYPE OF RETAINING WALL. 6.SEE STATION PLANS FOR LIMIT OF STATION AREA AND PEDESTRIAN GUARDRAIL. 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.SEE PAVING PLANS FOR LOCATION OF BOLLARDS. 10.PAVEMENT SECTIONS MAY BE MODIFIED PENDING GEOTECHNICAL PAVEMENT RECOMMENDATIONS. HMA CL. 1/2 IN. PG 58H-22 HMA CL. 1 IN. PG 58H-22 CRUSHED SURFACING BASE COURSE (CSBC) CEMENT CONCRETE SIDEWALK PER CITY OF RENTON, STD PLAN 102 CRUSHED SURFACING TOP COURSE (CSTC) CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON, STD PLAN 101 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON, STD PLAN 101 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62. 1 2 3 4 5 6 7 8 RENTON SEGMENT ROADWAY TYPICAL SECTIONS 1C3.04 82 A. VILLAR J. LIM S. FORMAN C:\pw_workdir\den003\jeg_ngaier\d0601389\1 C3.01.dwg | Layout: 1C3.04PLOTTED: Nov 05, 2021-11:01:32am By NGAIERXREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-RDWY_RENTON.dwg; X-ALIGN.dwg; X-TOPO.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER R-421482 SCALE: TYPICAL SECTION H NTS (TALBOT RD S) TAL-21 71+64 TO TAL-21 75+24 RT SIDE IMPROVEMENTS TAL-21 73+82 TO TAL-21 75+24LT SIDE IMPROVEMENTS TAL-21 71+64 TO TAL-21 72+39 LT SIDE IMPROVEMENTS TAL-21 73+07 TO TAL-21 73+80 SCALE: TYPICAL SECTION I NTS (TALBOT RD S) TAL-21 88+08 TO TAL-21 89+29 MEDIAN IMPROVEMENTS TAL-21 88+89 TO TAL-21 89+29 RT SIDE IMPROVEMENTS TAL-21 88+23 TO TAL-21 89+14LT SIDE IMPROVEMENTS TAL-21 88+08 TO TAL-21 88+96 ALTERNATE SECTIONS TAL-21 88+08 TO TAL-21 88+13 TAL-21 88+75 TO TAL-21 88+96 ALTERNATE SECTIONS TAL-21 88+23 TO TAL-21 88+28 TAL-21 88+95 TO TAL-21 89+14 GENERAL NOTES TYPICAL SECTION NOTES TYPICAL SECTION LEGEND HMA CSBC / CSTC CONCRETE PAVEMENT LANDSCAPING 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 LANDSCAPING PLANS FOR PLANTING LAYOUT. 5.SEE STRUCTURAL PLANS FOR LIMIT AND TYPE OF RETAINING WALL. 6.SEE STATION PLANS FOR LIMIT OF STATION AREA AND PEDESTRIAN GUARDRAIL. 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.SEE PAVING PLANS FOR LOCATION OF BOLLARDS. 10.PAVEMENT SECTIONS MAY BE MODIFIED PENDING GEOTECHNICAL PAVEMENT RECOMMENDATIONS. HMA CL. 1/2 IN. PG 58H-22 HMA CL. 1 IN. PG 58H-22 CRUSHED SURFACING BASE COURSE (CSBC) CEMENT CONCRETE SIDEWALK PER CITY OF RENTON, STD PLAN 102 CRUSHED SURFACING TOP COURSE (CSTC) CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON, STD PLAN 101 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON, STD PLAN 101 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62. 1 2 3 4 5 6 7 8 C:\pw_workdir\den003\jeg_ngaier\d0601389\1 C3.01.dwg | Layout: 1C3.05PLOTTED: Nov 05, 2021-11:01:35am By NGAIERXREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-RDWY_RENTON.dwg; X-ALIGN.dwg; X-TOPO.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER RENTON SEGMENT ROADWAY TYPICAL SECTIONS   1C3.05 83 A. VILLAR J. LIM S. FORMAN   R-421483 SCALE: TYPICAL SECTION K NTS (108TH AVE S) 108TH 29+66 TO 108TH 31+72 MEDIAN IMPROVEMENTS 108TH 30+50 TO 108TH 30+78 LT SIDE IMPROVEMENTS 108TH 29+66 TO 108TH 30+83 RT SIDE IMPROVEMENTS 108TH 30+54 TO 108TH 31+72 ALTERNATE SECTION 108TH 31+16 TO 108TH 31+72 SCALE: TYPICAL SECTION J NTS (S/SE CARR RD) CAR 33+36 TO CAR 33+81LT SIDE IMPROVEMENTS CAR 33+36 TO CAR 33+53 RT SIDE IMPROVEMENTS CAR 33+64 TO CAR 33+81 ALTERNATE SECTION CAR 33+49 TO CAR 33+53 GENERAL NOTES TYPICAL SECTION NOTES TYPICAL SECTION LEGEND HMA CSBC / CSTC CONCRETE PAVEMENT LANDSCAPING 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 LANDSCAPING PLANS FOR PLANTING LAYOUT. 5.SEE STRUCTURAL PLANS FOR LIMIT AND TYPE OF RETAINING WALL. 6.SEE STATION PLANS FOR LIMIT OF STATION AREA AND PEDESTRIAN GUARDRAIL. 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.SEE PAVING PLANS FOR LOCATION OF BOLLARDS. 10.PAVEMENT SECTIONS MAY BE MODIFIED PENDING GEOTECHNICAL PAVEMENT RECOMMENDATIONS. HMA CL. 1/2 IN. PG 58H-22 HMA CL. 1 IN. PG 58H-22 CRUSHED SURFACING BASE COURSE (CSBC) CEMENT CONCRETE SIDEWALK PER CITY OF RENTON, STD PLAN 102 CRUSHED SURFACING TOP COURSE (CSTC) CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON, STD PLAN 101 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON, STD PLAN 101 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62. 1 2 3 4 5 6 7 8 C:\pw_workdir\den003\jeg_ngaier\d0601389\1 C3.01.dwg | Layout: 1C3.06PLOTTED: Nov 05, 2021-11:01:38am By NGAIERXREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-RDWY_RENTON.dwg; X-ALIGN.dwg; X-TOPO.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER RENTON SEGMENT ROADWAY TYPICAL SECTIONS   1C3.06 84 A. VILLAR J. LIM S. FORMAN   R-421484 SCALE: TYPICAL SECTION L NTS (108TH AVE S) 108TH 53+34 TO 108TH 54+27ALTERNATE SECTION 108TH 53+44 TO 108TH 54+17 GENERAL NOTES TYPICAL SECTION NOTES TYPICAL SECTION LEGEND HMA CSBC / CSTC CONCRETE PAVEMENT LANDSCAPING 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 LANDSCAPING PLANS FOR PLANTING LAYOUT. 5.SEE STRUCTURAL PLANS FOR LIMIT AND TYPE OF RETAINING WALL. 6.SEE STATION PLANS FOR LIMIT OF STATION AREA AND PEDESTRIAN GUARDRAIL. 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.SEE PAVING PLANS FOR LOCATION OF BOLLARDS. 10.PAVEMENT SECTIONS MAY BE MODIFIED PENDING GEOTECHNICAL PAVEMENT RECOMMENDATIONS. HMA CL. 1/2 IN. PG 58H-22 HMA CL. 1 IN. PG 58H-22 CRUSHED SURFACING BASE COURSE (CSBC) CEMENT CONCRETE SIDEWALK PER CITY OF RENTON, STD PLAN 102 CRUSHED SURFACING TOP COURSE (CSTC) CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON, STD PLAN 101 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON, STD PLAN 101 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62. 1 2 3 4 5 6 7 8 C:\pw_workdir\den003\jeg_ngaier\d0601389\1 C3.01.dwg | Layout: 1C3.07PLOTTED: Nov 05, 2021-11:01:42am By NGAIERXREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-RDWY_RENTON.dwg; X-ALIGN.dwg; X-TOPO.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER RENTON SEGMENT ROADWAY TYPICAL SECTIONS   1C3.07 85 A. VILLAR J. LIM S. FORMAN   R-421485 TREE INVENTORY TABLE - CITY OF RENTON TREE TAG ID RENTON ASSET ID SPECIES COMMON SPECIES SCIENTIFIC SINGLE-STEM EQUIVALENT DBH (INCHES) TREE CONDITION RATING TREE PROTECTION ZONE (FEET)SIGNIFICANCEDETERMINATION 5R WEEPING HIGAN CHERRYPRUNUS SUBHIRTELLA 'PENDULA'5.4 30 7 NON-SIGNIFICANTRETAIN 6R AUSTRIAN PINE PINUS NIGRA 22.0 50 28 SIGNIFICANT RETAIN 7R AUSTRIAN PINE PINUS NIGRA 17.4 50 22 SIGNIFICANT RETAIN 8R AUSTRIAN PINE PINUS NIGRA 12.3 80 15 SIGNIFICANT RETAIN 9R AUSTRIAN PINE PINUS NIGRA 16.8 50 21 SIGNIFICANT RETAIN 10R AUSTRIAN PINE PINUS NIGRA 14.9 60 19 SIGNIFICANT RETAIN 11R AUSTRIAN PINE PINUS NIGRA 14.9 60 19 SIGNIFICANT RETAIN 12RX AUSTRIAN PINE PINUS NIGRA 12.8 20 16 NON-SIGNIFICANTN/A 13RX AUSTRIAN PINE PINUS NIGRA 8.2 40 10 NON-SIGNIFICANTN/A 14R AUSTRIAN PINE PINUS NIGRA 16.7 50 21 SIGNIFICANT RETAIN 17R HAWTHORNE SP.CRATAEGUS SP.5.8 60 11 NON-SIGNIFICANTRETAIN 22R TRE-37070 BLACK CHERRY PRUNUS SEROTINA 7.0 30 26 SIGNIFICANT - WSDOT CAT 2 RETAIN 23R WILD CHERRY PRUNUS AVIUM 17.5 70 40 SIGNIFICANT RETAIN 24R TRE-37178 BIG LEAF MAPLE ACER MACROPHYLLUM 19.8 60 29 SIGNIFICANT - WSDOT CAT 2 RETAIN 25R SPRUCE SP.PICEA SP.12.0 0 0 NON-SIGNIFICANTRETAIN 26R RAYWOOD ASH FRAXINUS OXYCARPA ‘RAYWOOD’10.0 40 16 SIGNIFICANT RETAIN 27R RAYWOOD ASH FRAXINUS OXYCARPA ‘RAYWOOD’11.4 60 15 SIGNIFICANT RETAIN 28R COLORADO SPRUCE PICEA PUNGENS 15.8 70 20 SIGNIFICANT RETAIN 29R BOXELDER ACER NEGUNDO 16.6 70 35 SIGNIFICANT RETAIN 30R OREGON ASH FRAXINUS LATIFOLIA 23.3 50 29 SIGNIFICANT RETAIN 31R EUROPEAN BIRCH BETULA PENDULA 10.5 10 13 NON-SIGNIFICANTREMOVE 32R DOUGLAS-FIR PSEUDOTSUGA MENZIESII 12.0 60 15 SIGNIFICANT RETAIN 43R JAPANESE FLOWERING CHERRY PRUNUS SERRULATA 7.7 50 12 SIGNIFICANT RETAIN 44R COMMON PEAR PYRUS COMMUNIS 7.7 70 10 SIGNIFICANT RETAIN 45R COMMON PEAR PYRUS COMMUNIS 7.0 50 9 SIGNIFICANT RETAIN 46R PURPLE LEAF PLUM PRUNUS CERASIFERA 19.0 50 24 SIGNIFICANT RETAIN 2002 TRE-01868 NORTHERN RED OAK QUERCUS RUBRA 40.8 70 51 LANDMARK RETAIN 2004 TRE-02119 ENGLISH OAK QUERCUS ROBUR 19.7 50 25 SIGNIFICANT RETAIN 2005 TRE-17507 SUGAR MAPLE ACER SACCHARUM 8.2 60 10 SIGNIFICANT RETAIN 2030 TRE-02061 ENGLISH OAK QUERCUS ROBUR 16.1 60 25 SIGNIFICANT RETAIN 2033 TRE-02065 ENGLISH OAK QUERCUS ROBUR 15.3 50 19 SIGNIFICANT RETAIN 2034 TRE-01870 NORTHERN RED OAK QUERCUS RUBRA 40.6 70 51 SIGNIFICANT RETAIN 2038 TRE-06974 ENGLISH OAK QUERCUS ROBUR 21.9 70 27 SIGNIFICANT RETAIN 2039 AUSTRIAN PINE PINUS NIGRA 6.7 80 8 SIGNIFICANT RETAIN 2040 AUSTRIAN PINE PINUS NIGRA 8.7 50 11 SIGNIFICANT RETAIN 2041 HINOKI CYPRESS CHAMAECYPARIS OBTUSA 4.5 70 6 NON-SIGNIFICANTRETAIN 2042 HINOKI CYPRESS CHAMAECYPARIS OBTUSA 4.5 70 6 NON-SIGNIFICANTRETAIN 2043 MUGO PINE PINUS MUGO 6.8 70 11 SIGNIFICANT RETAIN 2044 RED MAPLE ACER RUBRUM 6.1 70 8 SIGNIFICANT RETAIN 2045 TRE-24239 MOUNTAIN HEMLOCK TSUGA MERTENSIANA 5.1 60 6 NON-SIGNIFICANTREMOVE 2046 TRE-06066 LITTLE-LEAF LINDEN TILIA CORDATA 14.6 40 18 SIGNIFICANT REMOVE 2047 TRE-06067 LITTLE-LEAF LINDEN TILIA CORDATA 11.1 70 14 SIGNIFICANT REMOVE 2048 TRE-01313 LITTLE-LEAF LINDEN TILIA CORDATA 10.9 70 14 SIGNIFICANT REMOVE 2049 TRE-01314 RED MAPLE ACER RUBRUM 19.4 40 24 SIGNIFICANT REMOVE 2050 TRE-01315 RED MAPLE ACER RUBRUM 20.4 40 26 SIGNIFICANT REMOVE 2051 DEODAR CEDAR CEDRUS DEODARA 8.0 80 10 SIGNIFICANT RETAIN 2052 TRE-01316 RED MAPLE ACER RUBRUM 23.8 40 30 SIGNIFICANT REMOVE 2053 TRE-01317 RED MAPLE ACER RUBRUM 20.7 30 26 SIGNIFICANT REMOVE 2054 TRE-01318 RED MAPLE ACER RUBRUM 18.9 40 24 SIGNIFICANT REMOVE 2055 TRE-01319 RED MAPLE ACER RUBRUM 9.4 60 13 SIGNIFICANT REMOVE 2056 DEODAR CEDAR CEDRUS DEODARA 11.0 80 14 SIGNIFICANT RETAIN 2057 DEODAR CEDAR CEDRUS DEODARA 9.9 80 14 SIGNIFICANT RETAIN 2058 TRE-06068 RED MAPLE ACER RUBRUM 21.6 70 27 SIGNIFICANT REMOVE 2059 TRE-06069 RED MAPLE ACER RUBRUM 21.2 70 27 SIGNIFICANT REMOVE 2060 TRE-06070 RED MAPLE ACER RUBRUM 20.8 70 26 SIGNIFICANT REMOVE 6 FT. HT. CHAIN LINK TREE PROTECTION FENCE. KEEP OUT TREE PROTECTION ZONE AREA 11" x 17" LAMINATED SIGN INSTALLED EVERY 50 FT. IN ACCORDANCE WITH THE TEMPORARY TREE PROTECTION SPECIFICATIONS. STEEL POSTS OR APPROVED EQUAL. ABOVEGROUND PRECAST BLOCK FOOTINGS PERMISSIBLE. 5" THICK LAYER OF WOOD CHIP MULCH, EXCEPT OVER EXISTING SOD. MAINTAIN EXISTING GRADE WITHIN THE TREE PROTECTION FENCE UNLESS OTHERWISE INDICATED ON THE DRAWINGS. NOTES: 1.NO PRUNING OF LIMBS EQUAL TO OR GREATER THAN 2-IN DIAMETER SHALL BE PERFORMED UNLESS UNDER THE DIRECTION OF THE PROJECT ARBORIST. 2.NO EQUIPMENT SHALL BE STORED OR OPERATED INSIDE THE PROTECTIVE FENCING INCLUDING DURING FENCE INSTALLATION AND REMOVAL. 3.NO STORAGE OF MATERIALS OR FOOT TRAFFIC SHALL OCCUR INSIDE THE PROTECTIVE FENCING. 4.UNAUTHORIZED ACTIVITIES IN TREE PROTECTION AREA SHALL REQUIRE EVALUATION BY THE PROJECT ARBORIST TO IDENTIFY IMPACTS AND MITIGATION REQUIRED. 5.EXPOSED ROOTS: ROOT PRUNING FOR DAMAGED ROOTS EQUAL TO OR GREATER THAN 2-IN DIAMETER SHALL BE PERFORMED UNDER THE SUPERVISION OF THE PROJECT ARBORIST. ROOT PRUNING FOR DAMAGED ROOTS LESS THAN 2-IN DIAMETER, MAKE A CLEAN STRAIGHT CUT TO SOIL LINE TO REMOVED DAMAGED PORTION AND INFORM THE PROJECT ARBORIST. ALL EXPOSED ROOTS SHALL BE KEPT COVERED WITH WETTED BURLAP UNTIL BACKFILLED AND COVERED WITH NEW SOIL. 6.TREE PROTECTION ZONE (TPZ) SHALL BE INSPECTED AND APPROVED PRIOR TO ANY GROUND DISTURBANCE. 7.SEE TEMPORARY TREE PROTECTION SPECIFICATIONS FOR SUPPLEMENTAL WATERING REQUIREMENTS WITHIN THE TPZ. CROWN DRIP LINE OR OTHER LIMIT OF TREE PROTECTION ZONE AREA. SEE TEMPORARY TREE PROTECTION PLAN. SECTION VIEW C:\pw_workdir\den003\jeg_floreacn\d0601389\1 C4.0A.dwg | Layout: 1C4.0APLOTTED: Nov 05, 2021-11:50:23am By FLOREACNXREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL STATE O F W A SHIN GT ONLI CEN S E D LANDSCA P E A R C HITECTNO. 1465 EXP. 12 /0 3 /21LORCA N B R IAN FR E NCHMETRO PROJECT ENGINEER RENTON SEGMENT TREE INVENTORY & TREE PROTECTION DETAILS 1C4.0A 86 C. FLOREANI C. FLOREANI L. FRENCH   SCALE: TREE PROTECTION DETAIL NTS A 1C4.00A R-421486 TREE INVENTORY TABLE - CITY OF RENTON TREE TAG ID RENTON ASSET ID SPECIES COMMON SPECIES SCIENTIFIC SINGLE-STEM EQUIVALENT DBH (INCHES) TREE CONDITION RATING TREE PROTECTION ZONE (FEET)SIGNIFICANCEDETERMINATION WEEPING HIGAN CHERRYPRUNUS SUBHIRTELLA 'PENDULA' 2060TRE-06070 RED MAPLE ACER RUBRUM 20.8 70 26 SIGNIFICANT REMOVE 2061TRE-06071 RED MAPLE ACER RUBRUM 19.4 40 24 SIGNIFICANT REMOVE 2062TRE-06072 RED MAPLE ACER RUBRUM 19.4 70 24 SIGNIFICANT REMOVE 2063TRE-06073 RED MAPLE ACER RUBRUM 20.7 70 26 SIGNIFICANT REMOVE 2064TRE-06074 LITTLE-LEAF LINDEN TILIA CORDATA 11.2 50 14 SIGNIFICANT REMOVE 2065 LITTLE-LEAF LINDEN TILIA CORDATA 10.0 20 13 SIGNIFICANT REMOVE 2066 FREEMAN MAPLE ACER X FREEMANII 17.3 50 22 SIGNIFICANT REMOVE 2067 FREEMAN MAPLE ACER X FREEMANII 19.3 40 24 SIGNIFICANT REMOVE 2068 AUSTRIAN PINE PINUS NIGRA 5.1 50 6 NON-SIGNIFICANTREMOVE 2069 AUSTRIAN PINE PINUS NIGRA 7.6 50 10 SIGNIFICANT REMOVE 2070 AUSTRIAN PINE PINUS NIGRA 8.8 50 11 SIGNIFICANT REMOVE 2072 DOUGLAS-FIR PSEUDOTSUGA MENZIESII 10.1 60 13 SIGNIFICANT REMOVE 2073 AUSTRIAN PINE PINUS NIGRA 18.7 70 23 SIGNIFICANT REMOVE 2074 AUSTRIAN PINE PINUS NIGRA 17.9 70 22 SIGNIFICANT REMOVE 2075 DOUGLAS-FIR PSEUDOTSUGA MENZIESII 15.8 70 20 SIGNIFICANT REMOVE 2076 DOUGLAS-FIR PSEUDOTSUGA MENZIESII 7.6 10 10 NON-SIGNIFICANTREMOVE 2077 DOUGLAS-FIR PSEUDOTSUGA MENZIESII 11.4 30 15 SIGNIFICANT REMOVE 2078 DOUGLAS-FIR PSEUDOTSUGA MENZIESII 17.8 30 22 SIGNIFICANT REMOVE 2079 DOUGLAS-FIR PSEUDOTSUGA MENZIESII 11.8 50 15 SIGNIFICANT REMOVE 2080 DOUGLAS-FIR PSEUDOTSUGA MENZIESII 11.9 70 15 SIGNIFICANT REMOVE 2081 DOUGLAS-FIR PSEUDOTSUGA MENZIESII 11.9 40 15 SIGNIFICANT REMOVE 2082 DOUGLAS-FIR PSEUDOTSUGA MENZIESII 16.7 60 21 SIGNIFICANT REMOVE 2083 FREEMAN MAPLE ACER X FREEMANII 17.3 70 22 SIGNIFICANT REMOVE 2084 FREEMAN MAPLE ACER X FREEMANII 9.4 60 12 SIGNIFICANT RETAIN 2085 FREEMAN MAPLE ACER X FREEMANII 13.9 80 17 SIGNIFICANT REMOVE 2086 FREEMAN MAPLE ACER X FREEMANII 15.4 70 19 SIGNIFICANT REMOVE 2087 SHORE PINE PINUS CONTORTA VAR. CONTORTA 12.7 60 16 SIGNIFICANT REMOVE 2088 FREEMAN MAPLE ACER X FREEMANII 14.3 60 18 SIGNIFICANT REMOVE 2089 FREEMAN MAPLE ACER X FREEMANII 12.2 60 15 SIGNIFICANT REMOVE 2090 FREEMAN MAPLE ACER X FREEMANII 9.5 70 12 SIGNIFICANT REMOVE 2093 FREEMAN MAPLE ACER X FREEMANII 11.0 70 14 SIGNIFICANT REMOVE 2095 FREEMAN MAPLE ACER X FREEMANII 4.6 70 6 NON-SIGNIFICANTRETAIN 2096 FREEMAN MAPLE ACER X FREEMANII 8.2 70 10 SIGNIFICANT RETAIN 2097 FREEMAN MAPLE ACER X FREEMANII 11.8 40 15 SIGNIFICANT RETAIN 2098 FREEMAN MAPLE ACER X FREEMANII 8.7 70 11 SIGNIFICANT RETAIN 2099X AUSTRIAN PINE PINUS NIGRA 17.5 10 22 NON-SIGNIFICANTN/A 2100 NORTHERN RED OAK QUERCUS RUBRA 8.7 30 14 SIGNIFICANT RETAIN 2101 RED MAPLE ACER RUBRUM 8.0 60 15 SIGNIFICANT RETAIN 2102 RED MAPLE ACER RUBRUM 10.4 40 17 SIGNIFICANT RETAIN 2103 RED MAPLE ACER RUBRUM 6.7 70 12 SIGNIFICANT RETAIN 2104 RED MAPLE ACER RUBRUM 4.8 70 12 NON-SIGNIFICANTRETAIN 2105 AUSTRIAN PINE PINUS NIGRA 17.8 50 22 SIGNIFICANT RETAIN 2106TRE-16605 RED MAPLE ACER RUBRUM 13.3 70 17 SIGNIFICANT REMOVE 2107TRE-16604 RED MAPLE ACER RUBRUM 10.3 60 17 SIGNIFICANT REMOVE 2108TRE-16603 RED MAPLE ACER RUBRUM 11.1 60 14 SIGNIFICANT REMOVE 2109 HAWTHORNE SP.CRATAEGUS SP.6.2 70 15 SIGNIFICANT RETAIN 2110TRE-24316 HAWTHORNE SP.CRATAEGUS SP.5.9 60 11 NON-SIGNIFICANTRETAIN 2111TRE-16602 WASHINGTON HAWTHORNCRATAEGUS PHAENOPYRUM 7.2 60 11 SIGNIFICANT RETAIN 2112TRE-16599 AUSTRIAN PINE PINUS NIGRA 14.0 70 19 SIGNIFICANT RETAIN 2113TRE-16598 AUSTRIAN PINE PINUS NIGRA 15.7 60 20 SIGNIFICANT RETAIN 2114TRE-16597 AUSTRIAN PINE PINUS NIGRA 21.5 70 27 SIGNIFICANT RETAIN 2115TRE-16596 AUSTRIAN PINE PINUS NIGRA 13.2 70 17 SIGNIFICANT RETAIN 2116TRE-16595 AUSTRIAN PINE PINUS NIGRA 13.3 40 18 SIGNIFICANT RETAIN 2117TRE-16594 AUSTRIAN PINE PINUS NIGRA 14.0 40 18 SIGNIFICANT RETAIN 2118TRE-16592 RED MAPLE ACER RUBRUM 11.0 50 14 SIGNIFICANT RETAIN 2128 FREEMAN MAPLE ACER X FREEMANII 15.2 60 19 SIGNIFICANT REMOVE 2129 FREEMAN MAPLE ACER X FREEMANII 7.8 60 10 SIGNIFICANT REMOVE 2129 FREEMAN MAPLE ACER X FREEMANII 7.8 10 SIGNIFICANT REMOVE 2130 FREEMAN MAPLE ACER X FREEMANII 12.0 70 15 SIGNIFICANT REMOVE 2131 FREEMAN MAPLE ACER X FREEMANII 11.2 70 14 SIGNIFICANT REMOVE 2132 FREEMAN MAPLE ACER X FREEMANII 7.8 70 10 SIGNIFICANT REMOVE 2133 FREEMAN MAPLE ACER X FREEMANII 10.8 70 14 SIGNIFICANT REMOVE 2134 FREEMAN MAPLE ACER X FREEMANII 11.8 70 15 SIGNIFICANT REMOVE 2135 FREEMAN MAPLE ACER X FREEMANII 9.5 70 12 SIGNIFICANT REMOVE 2136 SWEETGUM LIQUIDAMBAR STYRACIFLUA 6.7 70 8 SIGNIFICANT RETAIN 2137 WEEPING HIGAN CHERRYPRUNUS SUBHIRTELLA 'PENDULA'4.5 70 6 NON-SIGNIFICANTRETAIN 2138 CRABAPPLE SP.MALUS SP.4.2 70 10 NON-SIGNIFICANTRETAIN 2139 WEEPING HIGAN CHERRYPRUNUS SUBHIRTELLA 'PENDULA'7.5 70 9 SIGNIFICANT RETAIN 2140 WEEPING HIGAN CHERRYPRUNUS SUBHIRTELLA 'PENDULA'8.6 70 11 SIGNIFICANT RETAIN 2141TRE-37158 BLACK LOCUST ROBINIA PSEUDOACACIA 16.7 60 26 SIGNIFICANT - WSDOT CAT 2 RETAIN 2142 RED ALDER ALNUS RUBRA 7.5 10 9 NON-SIGNIFICANTRETAIN 2143 ENGLISH HOLLY ILEX AQUIFOLIUM 5.8 60 7 SIGNIFICANT -WSDOT CAT 2 RETAIN 2144 TRE-37148 WILD CHERRY PRUNUS AVIUM 27.9 10 35 NON-SIGNIFICANTRETAIN 2145 OREGON ASH FRAXINUS LATIFOLIA 38.0 40 48 SIGNIFICANT RETAIN 2146 JAPANESE MAPLE ACER PALMATUM 9.4 60 17 SIGNIFICANT RETAIN 2147 JAPANESE MAPLE ACER PALMATUM 8.0 60 14 SIGNIFICANT RETAIN 2148 JAPANESE MAPLE ACER PALMATUM 6.2 70 10 SIGNIFICANT REMOVE 2149 JAPANESE MAPLE ACER PALMATUM 11.7 60 15 SIGNIFICANT RETAIN 2150 JAPANESE MAPLE ACER PALMATUM 11.4 60 14 SIGNIFICANT RETAIN 2151 JAPANESE MAPLE ACER PALMATUM 11.0 70 14 SIGNIFICANT RETAIN 2152 JAPANESE MAPLE ACER PALMATUM 13.0 70 16 SIGNIFICANT RETAIN 2153 JAPANESE MAPLE ACER PALMATUM 6.9 80 9 SIGNIFICANT RETAIN 2154 JAPANESE FLOWERING CHERRY PRUNUS SERRULATA 11.3 70 15 SIGNIFICANT RETAIN 2155 VINE MAPLE ACER CIRCINATUM 4.7 70 7 NON-SIGNIFICANTRETAIN 2156 PERSIAN IRONWOOD PARROTIA PERSICA 10.0 60 14 SIGNIFICANT RETAIN 2157 LAVALLE HAWTHORN CRATAEGUS X LAVALLEI 10.8 70 14 SIGNIFICANT RETAIN 2158TRE-09285 BIG LEAF MAPLE ACER MACROPHYLLUM 12.7 70 17 SIGNIFICANT RETAIN 2174 CHERRY LAUREL PRUNUS LAUROCERASUS 9.8 70 22 SIGNIFICANT RETAIN 2175 DOUGLAS-FIR PSEUDOTSUGA MENZIESII 17.6 70 22 SIGNIFICANT RETAIN 2176 DOUGLAS-FIR PSEUDOTSUGA MENZIESII 17.9 70 22 SIGNIFICANT RETAIN 2177 DOUGLAS-FIR PSEUDOTSUGA MENZIESII 8.6 70 13 SIGNIFICANT RETAIN 2178 RED MAPLE ACER RUBRUM 8.5 40 15 SIGNIFICANT RETAIN 2181 DOUGLAS-FIR PSEUDOTSUGA MENZIESII 16.9 70 24 SIGNIFICANT RETAIN 2182 DOUGLAS-FIR PSEUDOTSUGA MENZIESII 16.9 70 24 SIGNIFICANT RETAIN 2183 DOUGLAS-FIR PSEUDOTSUGA MENZIESII 11.3 70 24 SIGNIFICANT RETAIN 2184 DOUGLAS-FIR PSEUDOTSUGA MENZIESII 15.6 70 24 SIGNIFICANT RETAIN 2185 DOUGLAS-FIR PSEUDOTSUGA MENZIESII 9.0 70 24 SIGNIFICANT RETAIN 2186 DOUGLAS-FIR PSEUDOTSUGA MENZIESII 18.2 70 24 SIGNIFICANT RETAIN 2187 DOUGLAS-FIR PSEUDOTSUGA MENZIESII 13.9 70 24 SIGNIFICANT RETAIN 2188 DOUGLAS-FIR PSEUDOTSUGA MENZIESII 14.4 70 18 SIGNIFICANT RETAIN 2189 DOUGLAS-FIR PSEUDOTSUGA MENZIESII 15.3 70 19 SIGNIFICANT RETAIN 2190 DOUGLAS-FIR PSEUDOTSUGA MENZIESII 16.0 70 20 SIGNIFICANT RETAIN 2191 DOUGLAS-FIR PSEUDOTSUGA MENZIESII 10.6 70 13 SIGNIFICANT RETAIN 2450 DOUGLAS-FIR PSEUDOTSUGA MENZIESII 21.0 70 26 SIGNIFICANT RETAIN 2451 DOUGLAS-FIR PSEUDOTSUGA MENZIESII 21.0 70 26 SIGNIFICANT RETAIN 2452 DOUGLAS-FIR PSEUDOTSUGA MENZIESII 16.0 70 20 SIGNIFICANT RETAIN 2453 DOUGLAS-FIR PSEUDOTSUGA MENZIESII 17.0 70 21 SIGNIFICANT RETAIN 2454 DOUGLAS-FIR PSEUDOTSUGA MENZIESII 14.0 70 18 SIGNIFICANT RETAIN 2455 DOUGLAS-FIR PSEUDOTSUGA MENZIESII 15.4 70 19 SIGNIFICANT RETAIN 2456 DOUGLAS-FIR PSEUDOTSUGA MENZIESII 13.8 70 17 SIGNIFICANT RETAIN 2457 DOUGLAS-FIR PSEUDOTSUGA MENZIESII 6.2 60 14 SIGNIFICANT RETAIN 2458 DOUGLAS-FIR PSEUDOTSUGA MENZIESII 11.2 70 16 SIGNIFICANT RETAIN 2459 SHORE PINE PINUS CONTORTA VAR. CONTORTA 9.0 5 0 NON-SIGNIFICANTRETAIN ACER X FREEMANII TREE INVENTORY TABLE - CITY OF RENTON TREE TAG ID RENTON ASSET ID SPECIES COMMON SPECIES SCIENTIFIC SINGLE-STEM EQUIVALENT DBH (INCHES) TREE CONDITION RATING TREE PROTECTION ZONE (FEET)SIGNIFICANCEDETERMINATION WEEPING HIGAN CHERRYPRUNUS SUBHIRTELLA 'PENDULA'C:\pw_workdir\den003\jeg_floreacn\d0601389\1 C4.0A.dwg | Layout: 1C4.0BPLOTTED: Nov 05, 2021-11:50:30am By FLOREACNXREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL STATE O F W A SHIN GT ONLI CEN S E D LANDSCA P E A R C HITECTNO. 1465 EXP. 12 /0 3 /21LORCA N B R IAN FR E NCHMETRO PROJECT ENGINEER RENTON SEGMENT TREE INVENTORY & TREEE PROTECTION DETAILS 1C4.0B 87 C. FLOREANI C. FLOREANI L. FRENCH   R-421487 2459 SHORE PINE CONTORTA 9.0 5 0 NON-SIGNIFICANTRETAIN 2460 FREEMAN MAPLE ACER X FREEMANII 11.5 40 14 SIGNIFICANT RETAIN 2461 FREEMAN MAPLE ACER X FREEMANII 9.5 60 12 SIGNIFICANT RETAIN 2462 RED MAPLE ACER RUBRUM 10.7 55 15 SIGNIFICANT RETAIN 7899 ENGLISH HOLLY ILEX AQUIFOLIUM 7.7 70 10 SIGNIFICANT RETAIN 7900 ENGLISH HOLLY ILEX AQUIFOLIUM 5.0 70 7 NON-SIGNIFICANTRETAIN TREE INVENTORY TABLE - CITY OF RENTON TREE TAG ID RENTON ASSET ID SPECIES COMMON SPECIES SCIENTIFIC SINGLE-STEM EQUIVALENT DBH (INCHES) TREE CONDITION RATING TREE PROTECTION ZONE (FEET)SIGNIFICANCEDETERMINATION WEEPING HIGAN CHERRYPRUNUS SUBHIRTELLA 'PENDULA'C:\pw_workdir\den003\jeg_floreacn\d0601389\1 C4.0A.dwg | Layout: 1C4.0CPLOTTED: Nov 05, 2021-11:50:37am By FLOREACNXREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL STATE O F W A SHIN GT ONLI CEN S E D LANDSCA P E A R C HITECTNO. 1465 EXP. 12 /0 3 /21LORCA N B R IAN FR E NCHMETRO PROJECT ENGINEER RENTON SEGMENT TREE INVENTORY & TREEE PROTECTION DETAILS 1C4.0C 88 C. FLOREANI C. FLOREANI L. FRENCH   NOTE: TREE INVENTORY CONDUCTED BY TYSON GOEPPINGER, ISA CERTIFIED ARBORIST PN-7491AU. R-421488 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 AND EDGE OF THE SHELTER IF PLACED REVERSE TO CURB. WORK IN RIGHT-OF-WAY AND WITHIN PRIVATE PROPERTY EASEMENTS 1.WHEN THE WORK SITE IS UNATTENDED, INSTALL A SIGN WITH MINIMUM TWO-INCH LETTERS STATING PERMITTEE OR COMPANY NAME, AND DAY AND EVENING PHONE NUMBERS. 2.INSTALL BARRICADES, SIGNS, WARNING LIGHTS, AND SAFETY DEVICES SUFFICIENT TO NOTIFY PUBLIC OF OBSTRUCTIONS OR TRAFFIC HAZARDS. DEVICES MUST REMAIN UNTIL THE OBSTRUCTIONS OR TRAFFIC HAZARDS ARE CLEARED. 3.MAINTAIN ACCESS TO FIRE STATIONS, FIRE HYDRANTS, FIRE ESCAPES, AND FIRE FIGHTING EQUIPMENT. 4.MAINTAIN ACCESS TO PROPERTY AND BUSINESSES ADJOINING THE SITES OF WORK. FURNISH, INSTALL AND MAINTAIN TEMPORARY "BUSINESSES ARE OPEN" SIGNS AT LOCATION DESIGNATED BY THE PROJECT REPRESENTATIVE. REMOVE UPON COMPLETION OF WORK. 5.PRESERVE AND PROTECT ALL PROPERTIES ADJOINING THE SITES OF WORK. 6.RESTORE AREAS DISTURBED BY THE WORK TO ORIGINAL OR BETTER CONDITION. REPAIR OR REPLACE DAMAGED ITEMS AS DIRECTED BY AND TO THE SATISFACTION OF THE PROJECT REPRESENTATIVE. 7.DO NOT DISTURB SURVEY MONUMENTS AND MARKERS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM THE CITY HAVING JURISDICTION AND FROM THE PROJECT REPRESENTATIVE. REPLACEMENT OR RESETTING OF DISTURBED MONUMENTS AND MARKERS SHALL BE BY A WASHINGTON STATE LICENSED LAND SURVEYOR. 8.INSTALL TEMPORARY ADA-COMPLIANT SIDEWALK OR CURB RAMPS IF PERMANENT RAMPS OR ADA PATHS ARE BLOCKED. IF IT IS INFEASIBLE TO PROVIDE TEMPORARY SIDEWALK/RAMPS, PROVIDE APPROPRIATE ACCESS DETOURS, WITH THE CORRESPONDING SIGNAGE AND AT LOCATIONS APPROVED BY THE PROJECT REPRESENTATIVE. 9.COVER OPEN EXCAVATION WITH NON-SKID STEEL PLATES RAMPED TO ELEVATION OF CONTIGUOUS SURFACES. 10.MATERIAL STOCKPILING AT THE SITES OF WORK SHALL BE MAINTAINED TO A MINIMUM AND ONLY AS APPROVED BY CITY INSPECTORS, AFFECTED PROPERTY OWNERS AND THE PROJECT REPRESENTATIVE. MATERIALS SHALL BE STORED AS NECESSARY TO PROTECT THE PUBLIC. 11.WHERE TRAFFIC LANES AND SIDEWALK CLOSURES ARE REQUIRED, IMPLEMENT THEM AS NECESSARY TO MINIMIZE PUBLIC IMPACT AND IN STRICT CONFORMANCE WITH THE CORRESPONDING, AGENCY-APPROVED, TRAFFIC CONTROL PLANS. 12.UNLESS INDICATED OTHERWISE IN THE CONDITIONS OF THE CORRESPONDING PERMITS, COMPLETE CONCRETE AND OTHER SURFACING OR RESURFACING WORK UNDER THE FOLLOWING SCHEDULE: A.IN PRINCIPAL ARTERIALS AND MAJOR COLLECTOR STREETS: WITHIN 3 CALENDAR DAYS. B.IN OTHER STREETS: WITHIN 7 CALENDAR DAYS. DEMOLITION NOTES 1.CALL 811 "CALL BEFORE YOU DIG" FOR LOCATING UNDERGROUND UTILITIES AT LEAST 48 HOURS PRIOR TO BEGINNING SITE WORK. 2.AT LEAST FIVE (5) WORKING DAYS PRIOR TO MOBILIZATION AND CLOSING OF ANY BUS STOP, CONTACT METRO TRANSIT CONSTRUCTION COORDINATOR AT (206) 477-1140 TO COORDINATE POSTING RIDER ALERT ABOUT BUS STOP CLOSURE AND 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 MATT RAWSON (206-263-5681) OF TRANSIT SOUTH FACILITIES AT LEAST 72 HOURS PRIOR TO MOBILIZATION SO THEY CAN HAVE THE FURNITURE AND FIXTURES REMOVED AND SALVAGED TO METRO TRANSIT. 4.AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION AT A SITE OF WORK, CONTACT DOUG MUSSELMAN-BROWN OF SEATTLE TIMES AT (206) 423-4384 OR EMAIL DMBROWN@SEATTLETIMES.COM TO HAVE NEWSPAPER BOXES REMOVED FROM THE SITE. 5.REMOVE DEMOLITION DEBRIS FROM THE WORK SITES AT THE END OF EACH DAY AND DISPOSE OF IT AT LEGALLY APPROVED SITES. 6.UNLESS OTHERWISE SPECIFIED ON THE SITE PLANS, EXISTING PEDESTRIAN LIGHT POLE FOUNDATIONS DESIGNATED TO BE REMOVED SHALL BE TAKEN OUT ENTIRELY. ELECTRICAL CONNECTORS SHALL BE REMOVED FROM THE CONDUITS FROM HAND-HOLE TO THE EXISTING FOUNDATION. IF THE CONDUIT IS EXPOSED, REMOVE IT FROM FOUNDATION TO THE HANDHOLE, OTHERWISE CAP OR PLUG AND ABANDON IN PLACE. PLUG CONDUIT HOLE AT HAND-HOLE. IF SPECIFIED ON THE SITE PLANS FOR AN ELECTRICAL HANDHOLE TO BE REMOVED, DE-ENERGIZE AND REMOVE ELECTRICAL CONDUCTORS ALL THE WAY TO THE SOURCE, ABANDON THE CONDUIT IN PLACE AND CAP ITS ENDS WITH EPOXY. THEN, REMOVE THE HANDHOLE AND RESTORE SITE TO MATCH EXISTING. 7.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. GENERAL SITE RESOTRATION NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE MEASURED TO THE BACK OF CURB. 2.PROTECT EXISTING UTILITIES AND FEATURES WITHIN PROJECT LIMITS UNLESS NOTED OTHERWISE. 3.REMOVE SIDEWALK AND CURB AND GUTTER TO NEAREST JOINT. 4.FOR SIGN REMOVALS, SEE SIGNING AND STRIPING PLANS. 5.FOR DRAINAGE REMOVALS, SEE DRAINAGE PLANS. 6.FOR UTILITY REMOVALS, SEE UTILITY PLANS. 7.FOR SIGNAL REMOVALS, SEE SIGNAL PLANS. 8.FOR LIGHTING REMOVALS, SEE LIGHTING PLANS. 9.FOR ELECTRICAL REMOVALS, SEE ELECTRICAL PLANS. 10.CHANNELIZATION REMOVALS OUTSIDE OF SAWCUT LIMITS ARE SHOWN ON THE SITE PREPARATION PLANS. CHANNELIZATION WITHIN SAWCUT LIMITS ARE ASSUMED TO BE INCLUDED WITH PAVEMENT REMOVALS. TREE PROTECTION NOTES 1.WORK WITHIN THE TPZ SHALL BE PERFORMED IN ACCORDANCE WITH THE TEMPORARY TREE PROTECTION SPECIFICATIONS AND THE APPROVED PROTECTED TREE & PLANT MAINTENANCE PLAN.C:\pw_workdir\den003\jeg_limj\d0601389\1 C4.01.dwg | Layout: 1C4.00PLOTTED: Nov 05, 2021-12:38:14pm By LIMJXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-TREE-PROTECTION_RENTON.dwg; X-ROW_RENTON.dwg; X-PARCEL-INFO.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER RENTON SEGMENT SITE PREPARATION GENERAL NOTES 1C4.00 A. VILLAR C. WILCOX S. FORMAN  89 R-421489 PRESERVE AND PROTECT FEATURE AS NOTED REMOVE FEATURE AS NOTED PRESERVE AND PROTECT EXISTING TREE REMOVAL OF FEATURE BY OTHERS (METRO) REMOVE OR RELOCATE FEATURE AS NOTED BASED ON PROPERTY OWNER NEGOTIATIONS NOTES SITE PREP NOTES SITE PREP LEGEND 1 1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. 2 3 4 5 REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING SAW, FULL DEPTH REMOVAL ITEM RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) TEMPORARY CONSTRUCTION EASEMENT REMOVE TREE TREE PROTECTION ZONE (TPZ) TREE PROTECTION FENCE TREE TAG IDENTIFICATION NUMBER //////// 0000 569600-0065 569600-0120 569600-0080 569600-0055 569600-0030724330-0000 569600-0200 10+0011+0010+00 11+00 12+00 13+00 14+00 //////////////////////////////////////2ND 10+32.61, 10.55' LT C:\pw_workdir\den003\jeg_limj\d0601389\1 C4.01.dwg | Layout: 1C4.01PLOTTED: Nov 05, 2021-12:41:00pm By LIMJXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-TREE-PROTECTION_RENTON.dwg; X-ROW_RENTON.dwg; X-PARCEL-INFO.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0'S 2ND STRENTON TRANSIT CENTER(2ND-LINE)RENTON SEGMENT SITE PREPARATION PLAN 2ND 11+00 TO LOG 14+50 1C4.01 A. VILLAR C. WILCOX S. FORMAN   2 LANE LINE LOGAN AVE S (LOG-LINE) 90 R-421490 PRESERVE AND PROTECT FEATURE AS NOTED REMOVE FEATURE AS NOTED PRESERVE AND PROTECT EXISTING TREE REMOVAL OF FEATURE BY OTHERS (METRO) REMOVE OR RELOCATE FEATURE AS NOTED BASED ON PROPERTY OWNER NEGOTIATIONS NOTES SITE PREP NOTES SITE PREP LEGEND 1 1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. 2 3 4 5 REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING SAW, FULL DEPTH REMOVAL ITEM RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) TEMPORARY CONSTRUCTION EASEMENT REMOVE TREE TREE PROTECTION ZONE (TPZ) TREE PROTECTION FENCE TREE TAG IDENTIFICATION NUMBER //////// 0000 569600-0030 784180-0025 172610-0000 784180-0005 000720-0060 784180-0015 000720-0060 11+0012+0013+0014+0015+0016+00 10+00 11+00//////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////MOR 10+99.05, 0.00' T MOR 10+99.03, 30.02' LT MOR 10+57.33, 41.65' LT MOR 10+59.74, 30.00' LT MOR 10+99.04, 19.92' LT 2ND 13+50.97, 48.73' LT 2ND 13+51.02, 43.73' LT 2ND 13+57.40, 23.78' LT 2ND 13+57.18, 1.57' LT2ND 13+62.18, 1.59' LT 2ND 13+62.40, 23.82' LT 2ND 13+92.35, 43.58' LT MOR 10+60.20, 0.03' LT MOR 10+49.97, 35.31' RT MOR 10+49.92, 30.31' RT 9.0'9.0'C:\pw_workdir\den003\jeg_limj\d0601389\1 C4.01.dwg | Layout: 1C4.02PLOTTED: Nov 05, 2021-12:43:58pm By LIMJXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-TREE-PROTECTION_RENTON.dwg; X-ROW_RENTON.dwg; X-PARCEL-INFO.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' S 2ND ST MORRIS AVE S(2ND-LINE)(MOR-LINE)RENTON SEGMENT SITE PREPARATION PLAN 2ND 16+00 TO 2ND 11+00 1C4.02 A. VILLAR C. WILCOX S. FORMAN   2 CURB AND GUTTER 2 LANE LINE 2002 2004 2005 2LANE LINE 3 3 2CROSSWALK 3 91 R-421491 PRESERVE AND PROTECT FEATURE AS NOTED REMOVE FEATURE AS NOTED PRESERVE AND PROTECT EXISTING TREE REMOVAL OF FEATURE BY OTHERS (METRO) REMOVE OR RELOCATE FEATURE AS NOTED BASED ON PROPERTY OWNER NEGOTIATIONS NOTES SITE PREP NOTES SITE PREP LEGEND 1 1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. 2 3 4 5 REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING SAW, FULL DEPTH REMOVAL ITEM RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) TEMPORARY CONSTRUCTION EASEMENT REMOVE TREE TREE PROTECTION ZONE (TPZ) TREE PROTECTION FENCE TREE TAG IDENTIFICATION NUMBER //////// 0000 784180-0085 16+0017+0018+0019+0020+00 21+00 ////////////////////////////////// ////// //////////////////////////////// //////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////2ND 16+65.04, 60.09' LT 2ND 16+79.02, 60.00' LT 2ND 16+92.89, 105.15' LT 2ND 17+38.44, 60.00' LT 2ND 17+47.07, 59.99' LT 2ND 16+65.03, 49.01' LT 2ND 17+47.19, 48.99' LT 2ND 20+55.31, 46.64' LT 2ND 20+55.45, 49.59' LT 2ND 20+55.94, 59.16' LT 2ND 20+52.50, 59.37' LT 2ND 20+49.41, 62.51' LT 2ND 20+46.27, 97.00' LT 2ND 20+37.54, 96.11' LT 2ND 19+84.12, 61.05' LT 2ND 19+81.79, 44.86' LT 2ND 19+81.63, 49.86' LT 2ND 19+83.58, 74.11' LT 2ND 19+89.08, 81.47' LT 2ND 19+90.55, 81.53' LT 2ND 19+97.25, 98.48' LT 2ND 19+87.05, 2.53' LT 2ND 19+90.90, 24.76' LT 2ND 19+92.03, 2.82' LT 2ND 19+86.02, 24.58' LT 2ND 19+68.37, 23.80' RT 2ND 19+68.53, 33.56' RT 2ND 20+01.57, 33.16' RT 2.9'7.3'2.0'2ND 20+01.45, 23.29' RT 3.1'7.2'2.0'7.5'10.5'7.0'7.0'13.1'9.3' 7.6' 2ND 19+84.91, 37.53' LT 2ND 17+28.92, 103.78' LT C:\pw_workdir\den003\jeg_limj\d0601389\1 C4.01.dwg | Layout: 1C4.03PLOTTED: Nov 05, 2021-12:46:58pm By LIMJXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-TREE-PROTECTION_RENTON.dwg; X-ROW_RENTON.dwg; X-PARCEL-INFO.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' S 2ND ST SHATTUCKAVE SWHITWORTHAVE S(2ND-LINE) RENTON SEGMENT SITE PREPARATION PLAN 2ND 21+00 TO 2ND 16+00 1C4.03 A. VILLAR C. WILCOX S. FORMAN   2 CURB AND GUTTER 2CURB AND GUTTER 2 CURB AND GUTTER 2CURB AND GUTTER 2 CURB AND GUTTER 3 1 FENCE 3 1FENCE 1 BUILDING AND SIGN 1 FENCE 3 1BUILDING 1 BUILDING AND AWNING 1 LANDSCAPE 2038 2034 2033 2030 2CROSSWALK 2 LANE LINE 3 92 R-421492 PRESERVE AND PROTECT FEATURE AS NOTED REMOVE FEATURE AS NOTED PRESERVE AND PROTECT EXISTING TREE REMOVAL OF FEATURE BY OTHERS (METRO) REMOVE OR RELOCATE FEATURE AS NOTED BASED ON PROPERTY OWNER NEGOTIATIONS NOTES SITE PREP NOTES SITE PREP LEGEND 1 1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. 2 3 4 5 REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING SAW, FULL DEPTH REMOVAL ITEM RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) TEMPORARY CONSTRUCTION EASEMENT REMOVE TREE TREE PROTECTION ZONE (TPZ) TREE PROTECTION FENCE TREE TAG IDENTIFICATION NUMBER //////// 0000 722950-0072 0007200188 000720-0060 21+00 22+00 23+0024+0025+0026+00 2ND 20+55.31, 46.64' LT 2ND 20+55.45, 49.59' LT 2ND 20+55.94, 59.16' LT 2ND 20+52.50, 59.37' LT 2ND 20+49.41, 62.51' LT 2ND 20+46.27, 97.00' LT 2ND 20+37.54, 96.11' LT C:\pw_workdir\den003\jeg_limj\d0601389\1 C4.01.dwg | Layout: 1C4.03APLOTTED: Nov 05, 2021-12:50:05pm By LIMJXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-TREE-PROTECTION_RENTON.dwg; X-ROW_RENTON.dwg; X-PARCEL-INFO.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' S 2ND ST (2ND-LINE)LAKE AVE S1 BUS SHELTER AND AMENITIES RENTON SEGMENT SITE PREPARATION PLAN 2ND 26+00 TO TO 2ND 21+00 1C4.03A A. VILLAR C. WILCOX S. FORMAN  93 R-421493 PRESERVE AND PROTECT FEATURE AS NOTED REMOVE FEATURE AS NOTED PRESERVE AND PROTECT EXISTING TREE REMOVAL OF FEATURE BY OTHERS (METRO) REMOVE OR RELOCATE FEATURE AS NOTED BASED ON PROPERTY OWNER NEGOTIATIONS NOTES SITE PREP NOTES SITE PREP LEGEND 1 1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. 2 3 4 5 REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING SAW, FULL DEPTH REMOVAL ITEM RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) TEMPORARY CONSTRUCTION EASEMENT REMOVE TREE TREE PROTECTION ZONE (TPZ) TREE PROTECTION FENCE TREE TAG IDENTIFICATION NUMBER //////// 0000784180-0195 783980-0016 783980-0035 784180-0185 784180-0183 784080-0005 784080-0010 784180-0165 13+0014+0015+0012+00 13+00 14+00 15+00 15+56 ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// MOR 15+22.32, 0.63' RT C:\pw_workdir\den003\jeg_limj\d0601389\1 C4.01.dwg | Layout: 1C4.04PLOTTED: Nov 05, 2021-12:53:06pm By LIMJXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-TREE-PROTECTION_RENTON.dwg; X-ROW_RENTON.dwg; X-PARCEL-INFO.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0'S 3RD STMORRIS AVE S (3RD-LINE)RENTON SEGMENT SITE PREPARATION PLAN MOR 11+30 TO MOR 15+56 1C4.04 A. VILLAR C. WILCOX S. FORMAN   2024 2007 2008 2021 20222023 2014 2013 2009 2010 2011 2012 2016 2017 2018 2019 2020 2015 2 LANE LINE (MOR-LINE) 94 R-421494 PRESERVE AND PROTECT FEATURE AS NOTED REMOVE FEATURE AS NOTED PRESERVE AND PROTECT EXISTING TREE REMOVAL OF FEATURE BY OTHERS (METRO) REMOVE OR RELOCATE FEATURE AS NOTED BASED ON PROPERTY OWNER NEGOTIATIONS NOTES SITE PREP NOTES SITE PREP LEGEND 1 1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. 2 3 4 5 REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING SAW, FULL DEPTH REMOVAL ITEM RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) TEMPORARY CONSTRUCTION EASEMENT REMOVE TREE TREE PROTECTION ZONE (TPZ) TREE PROTECTION FENCE TREE TAG IDENTIFICATION NUMBER //////// 0000 000720-0165 000720-0124 000720-0199 000720-0101 182305-9063 15+0016+0017+0025+0026+0027+0028+0029+0029+66 C:\pw_workdir\den003\jeg_limj\d0601389\1 C4.01.dwg | Layout: 1C4.04BPLOTTED: Nov 05, 2021-12:56:09pm By LIMJXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-TREE-PROTECTION_RENTON.dwg; X-ROW_RENTON.dwg; X-PARCEL-INFO.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' S 3RD ST (3RD-LINE) RENTON SEGMENT SITE PREPARATION PLAN 3RD 29+66 TO 3RD 25+00 1C4.04B A. VILLAR C. WILCOX S. FORMAN   1BUS SHELTER AND AMENITIESRAIN IER AVE S (RA I -L INE ) 95 R-421495 PRESERVE AND PROTECT FEATURE AS NOTED REMOVE FEATURE AS NOTED PRESERVE AND PROTECT EXISTING TREE REMOVAL OF FEATURE BY OTHERS (METRO) REMOVE OR RELOCATE FEATURE AS NOTED BASED ON PROPERTY OWNER NEGOTIATIONS NOTES SITE PREP NOTES SITE PREP LEGEND 1 1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. 2 3 4 5 REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING SAW, FULL DEPTH REMOVAL ITEM RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) TEMPORARY CONSTRUCTION EASEMENT REMOVE TREE TREE PROTECTION ZONE (TPZ) TREE PROTECTION FENCE TREE TAG IDENTIFICATION NUMBER //////// 0000 182305-9118 182305-9189 182305-9169 000720-0209 22+00 23+00 24+00 25+00 26+00 27+00 C:\pw_workdir\den003\jeg_limj\d0601389\1 C4.01.dwg | Layout: 1C4.04CPLOTTED: Nov 05, 2021-12:59:07pm By LIMJXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-TREE-PROTECTION_RENTON.dwg; X-ROW_RENTON.dwg; X-PARCEL-INFO.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' RAINIER AVE S (RAI-LINE) RENTON SEGMENT SITE PREPARATION PLAN RAI 22+00 TO RAI 27+00 1C4.04C A. VILLAR C. WILCOX S. FORMAN   1BUS SHELTER AND AMENITIES 1BUS SHELTER AND AMENITIES 96 R-421496 PRESERVE AND PROTECT FEATURE AS NOTED REMOVE FEATURE AS NOTED PRESERVE AND PROTECT EXISTING TREE REMOVAL OF FEATURE BY OTHERS (METRO) REMOVE OR RELOCATE FEATURE AS NOTED BASED ON PROPERTY OWNER NEGOTIATIONS NOTES SITE PREP NOTES SITE PREP LEGEND 1 1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. 2 3 4 5 REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING SAW, FULL DEPTH REMOVAL ITEM RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) TEMPORARY CONSTRUCTION EASEMENT REMOVE TREE TREE PROTECTION ZONE (TPZ) TREE PROTECTION FENCE TREE TAG IDENTIFICATION NUMBER //////// 0000 192305-9101192305-9102 192305-9103 192305-9032 18+29 17+0 0 18+0010+00 11+00 12+00 13+00 14+00///////////////////////////// / / / / / // // // // // // // ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// //////////////////////////////////////// //////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// LAK 17+12.57, 54.62' LT LAK 17+36.89, 14.37' LT LAK 16+75.44, 13.75' LT LAK 16+76.05, 19.29' LT LAK 16+76.66, 24.75' LT R9 6 . 0 0 GRA 14+43.87, 41.17' RT GRA 14+53.08, 54.69' RT GRA 14+43.93, 51.92' RT 5 . 0 ' LAK 16+97.41, 27.74' LT LAK 17+03.83, 30.83' LTR3 4 . 5 0 R24.50 GRA 10+21.88, 26.50' LT GRA 11+70.32, 26.50' LT GRA 10+37.38, 29.66' RT C:\pw_workdir\den003\jeg_limj\d0601389\1 C4.01.dwg | Layout: 1C4.05PLOTTED: Nov 05, 2021-01:01:53pm By LIMJXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-TREE-PROTECTION_RENTON.dwg; X-ROW_RENTON.dwg; X-PARCEL-INFO.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' S GRADY WAYLAKE AVE S (LAK-LI NE) (GRA-LINE) RENTON SEGMENT SITE PREPARATION PLAN GRA 10+00 TO GRA 14+00 1C4.05 A. VILLAR C. WILCOX S. FORMAN   2CURB 2 CURB & GUTTER 1 TRANSMISSION POLE 2TRAFFIC ISLANDS 3 2043 2 LANE LINE 97 R-421497 PRESERVE AND PROTECT FEATURE AS NOTED REMOVE FEATURE AS NOTED PRESERVE AND PROTECT EXISTING TREE REMOVAL OF FEATURE BY OTHERS (METRO) REMOVE OR RELOCATE FEATURE AS NOTED BASED ON PROPERTY OWNER NEGOTIATIONS NOTES SITE PREP NOTES SITE PREP LEGEND 1 1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. 2 3 4 5 REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING SAW, FULL DEPTH REMOVAL ITEM RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) TEMPORARY CONSTRUCTION EASEMENT REMOVE TREE TREE PROTECTION ZONE (TPZ) TREE PROTECTION FENCE TREE TAG IDENTIFICATION NUMBER //////// 0000 192305-9043 192305-9096 192305-9032 14+00 15+00 16+00 17+00 18+00 19+00 //////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// // // // // // // / / / / / ////////////////////////////////////////////// //////////////////////////////////////////////////////////////// / / / // // // // // // // // //////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// / / / / // // // // // //// //////////////////////////////////////////////////////////////////////////////////////////////////////////// ///////////////////////////////////////////////////////// / / / / / // // // ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// GRA 15+20.24, 26.50' LT GRA 15+15.16, 83.77' LT GRA 15+03.51, 84.01' LT GRA 15+57.09, 26.50' LT GRA 15+60.16, 85.89' LT GRA 15+78.66, 85.40' LT GRA 15+81.81, 85.30' LT GRA 16+09.41, 59.50' LT GRA 17+84.01, 59.50' LT GRA 17+83.99, 67.00' LT GRA 18+30.59, 67.00' LT GRA 18+30.57, 59.50' LT GRA 14+43.87, 41.17' RT GRA 15+10.45, 27.29' RT GRA 15+00.69, 99.49' RT GRA 14+97.55, 78.63' RT GRA 14+83.12, 64.27' RT GRA 14+65.71, 54.74' RT GRA 14+53.08, 54.69' RT GRA 14+43.93, 51.92' RT GRA 15+51.68, 89.83' RT GRA 15+70.29, 65.53' RT GRA 15+83.83, 55.39' RT GRA 15+77.53, 64.50' RT GRA 15+85.84, 58.22' RT GRA 16+09.87, 54.66' RT GRA 16+19.26, 52.75' RT GRA 16+19.18, 41.09' RT GRA 15+57.60, 27.25' RT 5.0' 5.5' GRA 15+00.06, 75.74' LT GRA 14+69.15, 53.00' LT R3 1 . 5 0 3.0' 6.0' 11.5' 5.4' 2.5'3.0' 2.5' 3.0'13.5'5.0'6.0'12.7'C:\pw_workdir\den003\jeg_limj\d0601389\1 C4.01.dwg | Layout: 1C4.06PLOTTED: Nov 05, 2021-01:04:53pm By LIMJXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-TREE-PROTECTION_RENTON.dwg; X-ROW_RENTON.dwg; X-PARCEL-INFO.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' S GRADY WAY SHATTUCK AVE S(GRA-LINE) RENTON SEGMENT SITE PREPARATION PLAN GRA 14+00 TO GRA 19+00 1C4.06 A. VILLAR C. WILCOX S. FORMAN   2CURB & GUTTER 2 FENCE 2 CURB 2 CURB & GUTTER 2FENCE 2CURB 2 CURB 2TRAFFIC ISLANDS 2 CURB 2 TRAFFIC ISLANDS 2 CURB & GUTTER 2CURB & GUTTER 3 3 2039 2040 2044 2041 2042 2045 2046 2047 2048 2049 2050 2052 2053 2051 2 CROSSWALK 2CROSSWALK 2 LANE LINE 2 LANE LINE 1 TRANSMISSION POLE 3 98 R-421498 PRESERVE AND PROTECT FEATURE AS NOTED REMOVE FEATURE AS NOTED PRESERVE AND PROTECT EXISTING TREE REMOVAL OF FEATURE BY OTHERS (METRO) REMOVE OR RELOCATE FEATURE AS NOTED BASED ON PROPERTY OWNER NEGOTIATIONS NOTES SITE PREP NOTES SITE PREP LEGEND 1 1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. 2 3 4 5 REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING SAW, FULL DEPTH REMOVAL ITEM RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) TEMPORARY CONSTRUCTION EASEMENT REMOVE TREE TREE PROTECTION ZONE (TPZ) TREE PROTECTION FENCE TREE TAG IDENTIFICATION NUMBER //////// 0000 192305-9070 192305-9023 192305-9070 19+00 20+00 21+00 22+00 23+00 24+00 S G R A D Y ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// //////////////////////////// //////////////////////////// ////////////////////////////// ////////////////////////////// //////////////////////// ////////////////////////////////////// ////////////////////////////////////////////////////////////////////////////////////// ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// ////////////////////////////////////////////// GRA 18+30.57, 59.50' LT GRA 19+53.45, 59.50' LT GRA 19+53.43, 67.00' LT GRA 20+05.12, 67.00' LT GRA 20+05.10, 59.50' LT GRA 21+98.77, 59.50' LT GRA 22+17.05, 62.91' LT GRA 22+81.85, 63.00' LT GRA 22+81.86, 58.29' LT GRA 23+31.04, 17.96' LT GRA 22+57.43, 41.18' RT13.2'6.1'GRA 22+49.90, 60.91' RT3.0'7.0'GRA 22+79.51, 26.50' LT GRA 22+61.18, 68.18' RT GRA 23+62.74 65.41' RT GRA 24+41.52, 60.75' LT C:\pw_workdir\den003\jeg_limj\d0601389\1 C4.01.dwg | Layout: 1C4.07PLOTTED: Nov 05, 2021-01:07:55pm By LIMJXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-TREE-PROTECTION_RENTON.dwg; X-ROW_RENTON.dwg; X-PARCEL-INFO.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' S GRADY WAY (GRA-LINE) RENTON SEGMENT SITE PREPARATION PLAN GRA 19+00 TO GRA 24+00 1C4.07 A. VILLAR C. WILCOX S. FORMAN   2 FENCE 3 2 FENCE 2 CURB2CURB 2 CURB 2 CURB & GUTTER 5 SIGN 2054 2055 2056 2057 2058 2059 2060 2061 2062 2063 2093 2090 2089 2088 2087 2064 2065 2066 2067 2068 2 LANE LINE 2 LANE LINE 2 CURB 2 CURB & GUTTER 4BUS SHELTER AND AMENITIES 99 R-421499 PRESERVE AND PROTECT FEATURE AS NOTED REMOVE FEATURE AS NOTED PRESERVE AND PROTECT EXISTING TREE REMOVAL OF FEATURE BY OTHERS (METRO) REMOVE OR RELOCATE FEATURE AS NOTED BASED ON PROPERTY OWNER NEGOTIATIONS NOTES SITE PREP NOTES SITE PREP LEGEND 1 1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. 2 3 4 5 REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING SAW, FULL DEPTH REMOVAL ITEM RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) TEMPORARY CONSTRUCTION EASEMENT REMOVE TREE TREE PROTECTION ZONE (TPZ) TREE PROTECTION FENCE TREE TAG IDENTIFICATION NUMBER //////// 0000915460-0005 915460-0010 192305- 9 0 2 3 25+27 24+0025+0010+00 11+00 12+00 13+00 14+00 ///////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// / / / // // // // // //////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// //// ////////////////////////////////////////////////////////////////////////////////////////////////////////////////// //////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// //////////////////////////////////////////////////////////////////////////////////////////////////////////////// //////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// ////////// ////////////////////////////////// GRA 24+80.08, 31.38' LT3.0'6.0'GRA 24+70.27, 91.12' LT GRA 24+80.16, 77.97' LT GRA 24+63.59, 91.00' LT GRA 24+57.23, 71.72' LT GRA 24+54.82, 22.77' LT GRA 25+04.54, 27.53' RT TAL-B 10+32.23, 75.76' LT 3.0'3.9' TAL-B 10+45.45, 76.19' LT TAL-B 10+70.21, 55.50' LT TAL-B 10+97.42, 61.34' LT TAL-B 10+31.78, 34.50' LT TAL-B 13+67.42, 68.50' LT TAL-B 13+58.02, 71.54' LT 4.8' 5.4' TAL-B 13+96.22, 68.24' LT TAL-B 13+91.08, 59.14' RT 5.0'TAL-B 14+03.08, 58.72' RT5.0'TAL-B 11+21.07, 75.79' RT TAL-B 11+71.25, 65.02' RT4.0'4.0' TAL-B 12+12.35, 48.10' RT11.9'R16.50 GRA 24+41.52, 60.75' LT TAL-B 12+64.29, 25.33' RT TAL-B 12+48.79, 49.56' RT TAL-B 12+59.55, 49.55' RT 6.3'6.0'TAL-B 14+47.32, 46.25' RT TAL-B 10+47.44, 23.12' RT TAL-B 10+47.31, 35.12' RT C:\pw_workdir\den003\jeg_limj\d0601389\1 C4.01.dwg | Layout: 1C4.08PLOTTED: Nov 05, 2021-01:11:04pm By LIMJXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-TREE-PROTECTION_RENTON.dwg; X-ROW_RENTON.dwg; X-PARCEL-INFO.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0'S GRADY WAYTALBOT RD S (TAL-B-LINE)(GRA-LINE)RENTON SEGMENT SITE PREPARATION PLAN GRA 24+00 TO TAL-B 14+00 1C4.08 A. VILLAR C. WILCOX S. FORMAN   2070 2069 2083 2085 2086 2084 2095 2098 5R 2072 2073 2074 2075 2076 2077 2078 2079 2080 2081 2082 2140 2139 2138 2137 20962CROSSWALK 2LANE LINE 2CURB 2TRAFFIC ISLANDS 2LANE LINE2LANE MARKING 2 LANE MARKING 2LANE MARKING 2LANE LINE 2 CURB & GUTTER 2CURB 2TRAFFIC ISLANDS 2 CURB & GUTTER 3 3 2 CURB 3 3 3 3 3 3 3 3 2462 100 R-4214100 PRESERVE AND PROTECT FEATURE AS NOTED REMOVE FEATURE AS NOTED PRESERVE AND PROTECT EXISTING TREE REMOVAL OF FEATURE BY OTHERS (METRO) REMOVE OR RELOCATE FEATURE AS NOTED BASED ON PROPERTY OWNER NEGOTIATIONS NOTES SITE PREP NOTES SITE PREP LEGEND 1 1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. 2 3 4 5 REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING SAW, FULL DEPTH REMOVAL ITEM RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) TEMPORARY CONSTRUCTION EASEMENT REMOVE TREE TREE PROTECTION ZONE (TPZ) TREE PROTECTION FENCE TREE TAG IDENTIFICATION NUMBER //////// 0000 192305-9094 202305-9007 192305 - 9 0 2 3 14+00 15+00 16+00 17+00 18+00//// / / / / / / // // // // // ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// ////////////////////// // // ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// //////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////TAL-B 13+91.08, 59.14' RT5.0'TAL-B 14+03.08, 58.72' RT5.0 ' 5.7' 5.2' TAL-B 14+15.04, 78.53' LT TAL-B 14+31.09, 54.78' LT TAL-B 14+34.27, 59.50' LT TAL-B 17+01.57, 98.24' LT 5.5' 15.6' TAL-B 16+97.73, 27.97' LT TAL-B 15+39.92, 75.29' RT TAL-B 15+85.71, 79.73' RT TAL-B 16+74.39, 60.19' RT TAL-B 16+52.67, 60.20' RT TAL-B 17+78.22, 60.20' RT TAL-B 17+99.99, 60.20' RT TAL-B 15+27.56, 52.72' RT TAL-B 15+27.35, 28.50' RT TAL-B 16+53.45, 59.50' LT TAL-B 14+48.23, 15.20' LT TAL-B 14+58.01, 45.79' RT TAL-B 14+47.32, 46.25' RT6.0 '6.0' TAL-B 16+86.55, 54.24' LT TAL-B 14+03.83, 88.24' LT TAL-B 15+43.08, 26.24' LT TAL-B 15+35.37, 26.39' LT4.0'4.0'TAL-B 17+21.14, 89.21' LT C:\pw_workdir\den003\jeg_limj\d0601389\1 C4.01.dwg | Layout: 1C4.09PLOTTED: Nov 05, 2021-01:14:05pm By LIMJXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-TREE-PROTECTION_RENTON.dwg; X-ROW_RENTON.dwg; X-PARCEL-INFO.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' TALBOT RD S (TAL-B-LINE) RENTON SEGMENT SITE PREPARATION PLAN TAL-B 14+00 TO TAL-B 18+50 1C4.09 A. VILLAR C. WILCOX S. FORMAN   2136 2135 2134 2133 2132 2131 2130 2129 2128 2097 2100 2101 2102 2103 2104 6R 2105 2 CURB & GUTTER 2 LANE LINE 2 CURB 2 TRAFFIC ISLAND 2 CURB 2 CURB & GUTTER 6BUS SHELTER AND AMENITIES 3 3 3 3 3 3 3 2460 3 2461 3 32459 3 6 RELOCATE FEATURE BY OTHERS (METRO) 2099X 101 R-4214101 PRESERVE AND PROTECT FEATURE AS NOTED REMOVE FEATURE AS NOTED PRESERVE AND PROTECT EXISTING TREE REMOVAL OF FEATURE BY OTHERS (METRO) REMOVE OR RELOCATE FEATURE AS NOTED BASED ON PROPERTY OWNER NEGOTIATIONS NOTES SITE PREP NOTES SITE PREP LEGEND 1 1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. 2 3 4 5 REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING SAW, FULL DEPTH REMOVAL ITEM RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) TEMPORARY CONSTRUCTION EASEMENT REMOVE TREE TREE PROTECTION ZONE (TPZ) TREE PROTECTION FENCE TREE TAG IDENTIFICATION NUMBER //////// 0000 202305-9008 192305-9001 723160-0595 19+00 20+00 21+00 22+00 23+00 ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// // // // // // // // / / / / / /////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////TAL-B 22+46.23, 33.39' RT TAL-B 22+53.61, 115.58' RT 3.0' 5.8'7.3' TAL-B 22+40.09, 116.61' RTR29.50TAL-B 22+33.97, 83.86' RTTAL-B 20+26.56, 58.20' RT TAL-B 19+87.11, 58.20' RT TAL-B 21+15.27, 20.57' RT TAL-B 21+48.58, 10.44' RT TAL-B 22+37.07, 108.39' RT C:\pw_workdir\den003\jeg_limj\d0601389\1 C4.10.dwg | Layout: 1C4.10PLOTTED: Nov 05, 2021-12:35:47pm By LIMJXREFS: X-TOPO.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-SHEETCUTS_Overall.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-TREE-PROTECTION_RENTON.dwg; X-PARCEL-INFO.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' TALBOT RD S I -405 SB OFF -RAMP (TAL-B-LINE)S RENTON VILLAGE PLRENTON SEGMENT SITE PREPARATION PLAN TAL-B 18+50 TO TAL-B 23+50 1C4.10 A. VILLAR C. WILCOX S. FORMAN   7R 8R 9R 10R 11R 17R 21112110 2114 21132112 2115 2116 2 CURB & GUTTER 2 CURB 2 TRAFFIC ISLAND 2LANE LINE 2 CROSSWALK 3 3 3 3 3 2117 3 2118 3 3 3 3 3 3 2106 2107 2108 2109 3 12RX 13RX 14R 3 102 R-4214102 PRESERVE AND PROTECT FEATURE AS NOTED REMOVE FEATURE AS NOTED PRESERVE AND PROTECT EXISTING TREE REMOVAL OF FEATURE BY OTHERS (METRO) REMOVE OR RELOCATE FEATURE AS NOTED BASED ON PROPERTY OWNER NEGOTIATIONS NOTES SITE PREP NOTES SITE PREP LEGEND 1 1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. 2 3 4 5 REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING SAW, FULL DEPTH REMOVAL ITEM RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) TEMPORARY CONSTRUCTION EASEMENT REMOVE TREE TREE PROTECTION ZONE (TPZ) TREE PROTECTION FENCE TREE TAG IDENTIFICATION NUMBER //////// 0000 722200-0250 722200-0010 722200-0245 33+00 34+00 35+00 36+00 37+00 38+00 TAL-B 34+86.48, 37.95' RT TAL-B 35+06.46, 37.04' RT 7.5'7.5'TAL-B 34+89.34, 45.33' RT TAL-B 35+04.30, 44.65' RT4.8'4.7'TAL-B 37+20.42, 30.31' LTTAL-B 37+00.42, 30.44' LT TAL-B 37+01.99, 43.45' LT TAL-B 37+20.48, 43.35' LT 5.0'5.1'8.0'8.0'C:\pw_workdir\den003\jeg_limj\d0601389\1 C4.10.dwg | Layout: 1C4.11PLOTTED: Nov 05, 2021-12:38:19pm By LIMJXREFS: X-TOPO.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-SHEETCUTS_Overall.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-TREE-PROTECTION_RENTON.dwg; X-PARCEL-INFO.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' BENSON DR S (SR 515)S PUGET DRS 15TH ST(TAL-B-LINE) RENTON SEGMENT SITE PREPARATION PLAN TAL-B 33+00 TO TAL-B 38+00 1C4.11 A. VILLAR C. WILCOX S. FORMAN   22R 24R 7899 23R 7900 2141 2143 2142 2144 1 CURB & GUTTER 1 CURB & GUTTER 1BARRIER 3 33 103 R-4214103 PRESERVE AND PROTECT FEATURE AS NOTED REMOVE FEATURE AS NOTED PRESERVE AND PROTECT EXISTING TREE REMOVAL OF FEATURE BY OTHERS (METRO) REMOVE OR RELOCATE FEATURE AS NOTED BASED ON PROPERTY OWNER NEGOTIATIONS NOTES SITE PREP NOTES SITE PREP LEGEND 1 1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. 2 3 4 5 REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING SAW, FULL DEPTH REMOVAL ITEM RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) TEMPORARY CONSTRUCTION EASEMENT REMOVE TREE TREE PROTECTION ZONE (TPZ) TREE PROTECTION FENCE TREE TAG IDENTIFICATION NUMBER //////// 0000 72292 8- 0 1 0 0 72220 0- 0 1 6 3 85570 0- 0 1 4 0 855700-0010 85570 0- 0 0 2 0 30230 5- 9 0 7 3 24+00 25+00 26+00 27+00 28+00 29+00 ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////TAL-21 25+56.44, 48.04' RT TAL-21 25+65.90, 43.39' RT TAL-21 25+76.67, 42.32' RT TAL-21 25+70.62, 30.00' RT TAL-21 25+86.32, 30.00' RT TAL-21 25+86.71, 17.75' RT9.3'4.9'6.8'TAL-21 25+36.57, 7.54' RT TAL-21 25+49.85, 9.86' LT TAL-21 25+34.97, 38.70' LT TAL-21 25+86.88, 8.40' RT TAL-21 26+10.72, 17.83' LT8.0'5.6'13.0'TAL-21 25+42.09, 42.37' LT TAL-21 25+58.57, 44.01' LT TAL-21 25+86.54, 33.82' LT R30.00TAL-21 26+04.62, 36.65' LT TAL-21 26+15.74, 36.79' LT TAL-21 28+29.99, 18.34' RT TAL-21 28+34.89, 18.87' RT TAL-21 28+34.89, 35.00' RTTAL-21 27+72.89, 35.58' RT TAL-21 27+76.11, 20.36' RT TAL-21 27+71.27, 21.40' RT 3.0'3.0'6.5'6.9'C:\pw_workdir\den003\jeg_limj\d0601389\1 C4.10.dwg | Layout: 1C4.12PLOTTED: Nov 05, 2021-12:41:01pm By LIMJXREFS: X-TOPO.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-SHEETCUTS_Overall.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-TREE-PROTECTION_RENTON.dwg; X-PARCEL-INFO.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' TALBOT RD S S 23RD ST (TAL-21-LINE)TALBOT CREST DR S RENTON SEGMENT SITE PREPARATION PLAN TAL-21 24+00 TO TAL-21 29+00 1C4.12 A. VILLAR C. WILCOX S. FORMAN   27R 26R 25R 2CROSSWALK 2CROSSWALK 2CURB & GUTTER 2CURB & GUTTER 2 FENCE 3 3 2 CURB & GUTTER 1 ROCK WALL 104 R-4214104 PRESERVE AND PROTECT FEATURE AS NOTED REMOVE FEATURE AS NOTED PRESERVE AND PROTECT EXISTING TREE REMOVAL OF FEATURE BY OTHERS (METRO) REMOVE OR RELOCATE FEATURE AS NOTED BASED ON PROPERTY OWNER NEGOTIATIONS NOTES SITE PREP NOTES SITE PREP LEGEND 1 1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. 2 3 4 5 REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING SAW, FULL DEPTH REMOVAL ITEM RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) TEMPORARY CONSTRUCTION EASEMENT REMOVE TREE TREE PROTECTION ZONE (TPZ) TREE PROTECTION FENCE TREE TAG IDENTIFICATION NUMBER //////// 0000 302305-9029 302305-9116302305-9114 302305-9115 302305-9030 302305-9019 948575-TRCT 54+00 55+00 56+00 57+00 58+00 59+00 ////////////////////////// TAL-21 57+36.25, 15.14' RT TAL-21 57+41.25, 15.53' RT TAL-21 57+41.36, 32.00' RTTAL-21 56+81.24, 32.00' RT TAL-21 56+81.02, 16.72' RT TAL-21 56+86.01, 16.14' RT TAL-21 56+23.11, 34.85' LT TAL-21 56+23.17, 24.79' LT TAL-21 56+28.20, 19.88' LT TAL-21 56+45.11, 34.97' LT TAL-21 56+45.17, 25.05' LT TAL-21 56+40.20, 19.94' LT TAL-21 56+98.95, 11.96' RT 3.5'C:\pw_workdir\den003\jeg_limj\d0601389\1 C4.10.dwg | Layout: 1C4.13PLOTTED: Nov 05, 2021-12:43:47pm By LIMJXREFS: X-TOPO.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-SHEETCUTS_Overall.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-TREE-PROTECTION_RENTON.dwg; X-PARCEL-INFO.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' TALBOT RD S (TAL-21-LINE)S 32ND STRENTON SEGMENT SITE PREPARATION PLAN TAL-21 54+00 TO TAL-21 59+00 1C4.13 A. VILLAR C. WILCOX S. FORMAN   28R 29R 30R 3 3 3 2 CURB 1 CURB & GUTTER 105 R-4214105 PRESERVE AND PROTECT FEATURE AS NOTED REMOVE FEATURE AS NOTED PRESERVE AND PROTECT EXISTING TREE REMOVAL OF FEATURE BY OTHERS (METRO) REMOVE OR RELOCATE FEATURE AS NOTED BASED ON PROPERTY OWNER NEGOTIATIONS NOTES SITE PREP NOTES SITE PREP LEGEND 1 1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. 2 3 4 5 REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING SAW, FULL DEPTH REMOVAL ITEM RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) TEMPORARY CONSTRUCTION EASEMENT REMOVE TREE TREE PROTECTION ZONE (TPZ) TREE PROTECTION FENCE TREE TAG IDENTIFICATION NUMBER //////// 0000 855860-0035 855860-0040 302305-9040 302305-9044 855860-0125 855860-0130 855860-0135 302305-9109 71+00 72+00 73+00 74+00 75+00 76+00 //////////////////////////////////////////////////////////////////////////////////////////////////////// // // // / / //////////////////////////////////////////////////////////////////TAL-21 72+59.49, 72.05' LT TAL-21 72+47.50, 58.41' LT TAL-21 72+48.99, 46.30' LT TAL-21 72+80.12, 75.24' LT TAL-21 73+01.96, 55.39' LT TAL-21 73+15.38, 34.64' LT TAL-21 71+59.01, 23.48' LT TAL-21 71+59.01, 4.98' LT TAL-21 71+75.51, 4.98' LT TAL-21 71+75.51, 8.98' LT TAL-21 72+42.55, 8.98' LT TAL-21 72+42.56, 12.98' LT TAL-21 73+82.93, 12.98' LT TAL-21 73+82.93, 20.32' LT TAL-21 73+82.93, 30.00' LT TAL-21 71+66.73, 35.00' LT TAL-21 72+50.39, 35.00' LT TAL-21 73+59.94, 12.52' RT TAL-21 73+59.15, 49.01' RT TAL-21 73+66.15, 49.16' RT TAL-21 73+72.64, 49.30' RT TAL-21 73+73.00, 33.02' RT TAL-21 75+27.89, 36.16' RT TAL-21 74+53.65, 35.66' RT TAL-21 74+42.96, 33.03' RT TAL-21 75+35.02, 43.31' RT TAL-21 75+37.70, 52.87' RT TAL-21 75+43.93, 52.88' RT TAL-21 75+48.88, 52.89' RT TAL-21 75+54.45, 52.90' RT TAL-21 75+54.26, 12.54' RT C:\pw_workdir\den003\jeg_limj\d0601389\1 C4.10.dwg | Layout: 1C4.14PLOTTED: Nov 05, 2021-12:46:37pm By LIMJXREFS: X-TOPO.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-SHEETCUTS_Overall.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-TREE-PROTECTION_RENTON.dwg; X-PARCEL-INFO.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' TALBOT RD SS 37TH STS 37TH STS 38TH CTS 38TH CT(TAL-21-LINE) RENTON SEGMENT SITE PREPARATION PLAN TAL-21 71+00 TO TAL-21 76+00 1C4.14 A. VILLAR C. WILCOX S. FORMAN   32R 31R 2145 2 CURB & GUTTER 3 1POLE 5 MAILBOX 2FENCE 1POLE 106 R-4214106 PRESERVE AND PROTECT FEATURE AS NOTED REMOVE FEATURE AS NOTED PRESERVE AND PROTECT EXISTING TREE REMOVAL OF FEATURE BY OTHERS (METRO) REMOVE OR RELOCATE FEATURE AS NOTED BASED ON PROPERTY OWNER NEGOTIATIONS NOTES SITE PREP NOTES SITE PREP LEGEND 1 1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. 2 3 4 5 REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING SAW, FULL DEPTH REMOVAL ITEM RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) TEMPORARY CONSTRUCTION EASEMENT REMOVE TREE TREE PROTECTION ZONE (TPZ) TREE PROTECTION FENCE TREE TAG IDENTIFICATION NUMBER //////// 0000 761680 - 0 0 3 0 761680 - 0 0 1 0 885767 - 0 0 2 0 312305 - 9 1 3 4 312305-9025 86+00 87+00 88+00 89+00 90+00 91+00 //////////////////////////////////////////////////////////////////////////////////////////////////// TAL-21 89+31.28, 7.00' LT TAL-21 89+31.28, 7.00' RT TAL-21 89+13.50, 22.12' RT TAL-21 88+87.28, 6.98' LT TAL-21 88+87.27, 14.99' RTTAL-21 88+28.24, 22.04' RT 15.0'7.0'TAL-21 89+30.30, 37.62' RT TAL-21 89+13.16, 39.99' RT4.0'8.0'TAL-21 88+23.24, 22.61' RT 4.9'12.5'TAL-21 88+23.25, 40.00' RT TAL-21 88+08.28, 21.92' LT 7.0'5.5'10.0'TAL-21 88+08.28, 37.42' LT TAL-21 88+91.28, 21.92' LT 7.0'7.5'TAL-21 88+96.30, 30.00' LT 7.5'17.0' TAL-21 88+79.28, 37.42' LT 17.8'C:\pw_workdir\den003\jeg_limj\d0601389\1 C4.10.dwg | Layout: 1C4.15PLOTTED: Nov 05, 2021-12:49:34pm By LIMJXREFS: X-TOPO.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-SHEETCUTS_Overall.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-TREE-PROTECTION_RENTON.dwg; X-PARCEL-INFO.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' TALBOT RD S (TAL-21-LINE) RENTON SEGMENT SITE PREPARATION PLAN TAL-21 86+00 TO TAL-21 91+00 1C4.15 A. VILLAR C. WILCOX S. FORMAN   2146 2147 2148 2149 2150 2151 2152 2157 2156 2155 2154 2153 2 CROSSWALK 2 CROSSWALK 3 3 3 3 3 3 3 3333 2CURB & GUTTER 2 CURB & GUTTER 1 WALL 1 WALL 4 BUS SHELTER, AMENITIES, AND CURB PAINT 1 RRFB 1RRFB 4BUS SHELTER, AMENITIES, AND CURB PAINT 2RAILING & WALL 107 R-4214107 PRESERVE AND PROTECT FEATURE AS NOTED REMOVE FEATURE AS NOTED PRESERVE AND PROTECT EXISTING TREE REMOVAL OF FEATURE BY OTHERS (METRO) REMOVE OR RELOCATE FEATURE AS NOTED BASED ON PROPERTY OWNER NEGOTIATIONS NOTES SITE PREP NOTES SITE PREP LEGEND 1 1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. 2 3 4 5 REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING SAW, FULL DEPTH REMOVAL ITEM RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) TEMPORARY CONSTRUCTION EASEMENT REMOVE TREE TREE PROTECTION ZONE (TPZ) TREE PROTECTION FENCE TREE TAG IDENTIFICATION NUMBER //////// 0000 3 2 2 3 0 5 - 9 0 8 1 3 2 2 3 0 5 - 9 1 5 6 3 2 2 3 0 5 - 9 0 7 9 32230 5 - 9 0 7 9 32+ 0 0 33+00 34+00 35+00 36+00 CAR 33+53.10, 22.72' LT6.3'8.6'6.3'CAR 33+36.37, 22.72' LT CAR 33+64.21, 22.35' RT CAR 33+81.28, 22.43' RT 6.3'6.5'1.5'6.2'4.6'CAR 33+30.84, 37.63' LT CAR 33+54.42, 37.62' LT CAR 33+82.47, 34.95' RTCAR 33+66.91, 34.85' RT 8.6'C:\pw_workdir\den003\jeg_limj\d0601389\1 C4.10.dwg | Layout: 1C4.16PLOTTED: Nov 05, 2021-12:52:23pm By LIMJXREFS: X-TOPO.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-SHEETCUTS_Overall.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-TREE-PROTECTION_RENTON.dwg; X-PARCEL-INFO.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' SE CARR RDMILL AVE SWELLS AVE S(CAR-LINE) RENTON SEGMENT SITE PREPARATION PLAN CAR 32+00 TO CAR 36+50 1C4.16 A. VILLAR C. WILCOX S. FORMAN   2158 3 1 CURB & GUTTER 1 CURB & GUTTER 1 RAILING & STEM WALL 108 R-4214108 PRESERVE AND PROTECT FEATURE AS NOTED REMOVE FEATURE AS NOTED PRESERVE AND PROTECT EXISTING TREE REMOVAL OF FEATURE BY OTHERS (METRO) REMOVE OR RELOCATE FEATURE AS NOTED BASED ON PROPERTY OWNER NEGOTIATIONS NOTES SITE PREP NOTES SITE PREP LEGEND 1 1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. 2 3 4 5 REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING SAW, FULL DEPTH REMOVAL ITEM RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) TEMPORARY CONSTRUCTION EASEMENT REMOVE TREE TREE PROTECTION ZONE (TPZ) TREE PROTECTION FENCE TREE TAG IDENTIFICATION NUMBER //////// 0000 322305-9299 322305-9053 322305-9237 322305-9299 322305-9040 292305-9151 43+00 44+00 45+00 46+00 47+00 C:\pw_workdir\den003\jeg_limj\d0601389\1 C4.10.dwg | Layout: 1C4.17PLOTTED: Nov 05, 2021-12:55:14pm By LIMJXREFS: X-TOPO.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-SHEETCUTS_Overall.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-TREE-PROTECTION_RENTON.dwg; X-PARCEL-INFO.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' SE CARR RD 105TH PL SE(CAR-LINE) RENTON SEGMENT SITE PREPARATION PLAN CAR 42+50 TO CAR 47+50 1C4.17 A. VILLAR C. WILCOX S. FORMAN   ROUTI N G C H A N G E D 60% TO BE SUBMITTED AT A LATER DATE 109 R-4214109 PRESERVE AND PROTECT FEATURE AS NOTED REMOVE FEATURE AS NOTED PRESERVE AND PROTECT EXISTING TREE REMOVAL OF FEATURE BY OTHERS (METRO) REMOVE OR RELOCATE FEATURE AS NOTED BASED ON PROPERTY OWNER NEGOTIATIONS NOTES SITE PREP NOTES SITE PREP LEGEND 1 1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. 2 3 4 5 REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING SAW, FULL DEPTH REMOVAL ITEM RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) TEMPORARY CONSTRUCTION EASEMENT REMOVE TREE TREE PROTECTION ZONE (TPZ) TREE PROTECTION FENCE TREE TAG IDENTIFICATION NUMBER //////// 0000 322305-9063 292305 - 9 1 5 8 29230 5 - 9 1 9 8 48+00 49+00 50+00 51+00 52+00 C:\pw_workdir\den003\jeg_limj\d0601389\1 C4.10.dwg | Layout: 1C4.18PLOTTED: Nov 05, 2021-12:58:07pm By LIMJXREFS: X-TOPO.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-SHEETCUTS_Overall.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-TREE-PROTECTION_RENTON.dwg; X-PARCEL-INFO.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0'106TH PL SESE CARR RD (CAR-LINE)106TH PL SERENTON SEGMENT SITE PREPARATION PLAN CAR 47+50 TO CAR 52+50 1C4.18 A. VILLAR C. WILCOX S. FORMAN   ROUTI N G C H A N G E D 60% TO BE SUBMITTED AT A LATER DATE 110 R-4214110 PRESERVE AND PROTECT FEATURE AS NOTED REMOVE FEATURE AS NOTED PRESERVE AND PROTECT EXISTING TREE REMOVAL OF FEATURE BY OTHERS (METRO) REMOVE OR RELOCATE FEATURE AS NOTED BASED ON PROPERTY OWNER NEGOTIATIONS NOTES SITE PREP NOTES SITE PREP LEGEND 1 1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. 2 3 4 5 REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING SAW, FULL DEPTH REMOVAL ITEM RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) TEMPORARY CONSTRUCTION EASEMENT REMOVE TREE TREE PROTECTION ZONE (TPZ) TREE PROTECTION FENCE TREE TAG IDENTIFICATION NUMBER //////// 0000 292305-9198 322305-9063 322305-9063322305-9120 0+00 1+00 2+00 3+00 4+00 54+10 53+0054+00C:\pw_workdir\den003\jeg_limj\d0601389\1 C4.10.dwg | Layout: 1C4.19PLOTTED: Nov 05, 2021-01:00:44pm By LIMJXREFS: X-TOPO.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-SHEETCUTS_Overall.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-TREE-PROTECTION_RENTON.dwg; X-PARCEL-INFO.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0'SE CARR RDSE PETROVITSKY RDBENSON DR S (SR 515)(CAR-LINE)RENTON SEGMENT SITE PREPARATION PLAN CAR 52+50 TO 108TH 4+00 1C4.19 A. VILLAR C. WILCOX S. FORMAN   ROUTI N G C H A N G E D 60% TO BE SUBMITTED AT A LATER DATE 111 R-4214111 PRESERVE AND PROTECT FEATURE AS NOTED REMOVE FEATURE AS NOTED PRESERVE AND PROTECT EXISTING TREE REMOVAL OF FEATURE BY OTHERS (METRO) REMOVE OR RELOCATE FEATURE AS NOTED BASED ON PROPERTY OWNER NEGOTIATIONS NOTES SITE PREP NOTES SITE PREP LEGEND 1 1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. 2 3 4 5 REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING SAW, FULL DEPTH REMOVAL ITEM RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) TEMPORARY CONSTRUCTION EASEMENT REMOVE TREE TREE PROTECTION ZONE (TPZ) TREE PROTECTION FENCE TREE TAG IDENTIFICATION NUMBER //////// 0000 322305-9016 322305-9065 4+00 5+00 6+00 7+00 8+00 9+00 C:\pw_workdir\den003\jeg_limj\d0601389\1 C4.20.dwg | Layout: 1C4.20PLOTTED: Nov 05, 2021-01:05:31pm By LIMJXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-BS_Kent.dwg; X-ROW_RENTON.dwg; X-TREE-PROTECTION_RENTON.dwg; X-PARCEL-INFO.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' 108TH AVE SE (SR 515) (108TH-LINE) RENTON SEGMENT SITE PREPARATION PLAN 108TH 4+00 TO 108TH 9+00 1C4.20 A. VILLAR C. WILCOX S. FORMAN   ROUTI N G C H A N G E D 60% TO BE SUBMITTED AT A LATER DATE 112 R-4214112 PRESERVE AND PROTECT FEATURE AS NOTED REMOVE FEATURE AS NOTED PRESERVE AND PROTECT EXISTING TREE REMOVAL OF FEATURE BY OTHERS (METRO) REMOVE OR RELOCATE FEATURE AS NOTED BASED ON PROPERTY OWNER NEGOTIATIONS NOTES SITE PREP NOTES SITE PREP LEGEND 1 1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. 2 3 4 5 REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING SAW, FULL DEPTH REMOVAL ITEM RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) TEMPORARY CONSTRUCTION EASEMENT REMOVE TREE TREE PROTECTION ZONE (TPZ) TREE PROTECTION FENCE TREE TAG IDENTIFICATION NUMBER //////// 0000 322305-9106 074090-0120 074050-0005 074090-0110 322305-9361 322305-9065 13+00 14+00 15+00 16+00 17+00 18+00 C:\pw_workdir\den003\jeg_limj\d0601389\1 C4.20.dwg | Layout: 1C4.21PLOTTED: Nov 05, 2021-01:08:33pm By LIMJXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-BS_Kent.dwg; X-ROW_RENTON.dwg; X-TREE-PROTECTION_RENTON.dwg; X-PARCEL-INFO.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0'SE 181ST STSE 180TH ST108TH AVE SE (SR 515) (108TH-LINE) RENTON SEGMENT SITE PREPARATION PLAN 108TH 13+00 TO 108TH 18+00 1C4.21 A. VILLAR C. WILCOX S. FORMAN   40 2172 41 42 60% TO BE SUBMITTED AT A LATER DATE ROUTI N G C H A N G E D 113 R-4214113 PRESERVE AND PROTECT FEATURE AS NOTED REMOVE FEATURE AS NOTED PRESERVE AND PROTECT EXISTING TREE REMOVAL OF FEATURE BY OTHERS (METRO) REMOVE OR RELOCATE FEATURE AS NOTED BASED ON PROPERTY OWNER NEGOTIATIONS NOTES SITE PREP NOTES SITE PREP LEGEND 1 1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. 2 3 4 5 REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING SAW, FULL DEPTH REMOVAL ITEM RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) TEMPORARY CONSTRUCTION EASEMENT REMOVE TREE TREE PROTECTION ZONE (TPZ) TREE PROTECTION FENCE TREE TAG IDENTIFICATION NUMBER //////// 0000 322305-9070 322305-9082 911710-0160 322305-9135 322305-9111 28+00 29+00 30+00 31+00 32+00 33+00 ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// // // // / / // / ///////////////////////3.0'108TH 29+61.11, 30.00' LT10.0'5.0'108TH 30+21.10, 45.02' LT 108TH 30+32.52, 41.03' LT 108TH 30+82.85, 29.57' LT3.0'108TH 31+07.85, 30.06' LT5.0'5.0'108TH 30+75.59, 40.00' LT 108TH 30+84.92, 40.00' LT 108TH 30+53.85, 29.54' RT 108TH 30+48.85, 38.04' RT 3.0'8.0'108TH 30+48.85, 30.03' RT 108TH 30+86.08, 38.04' RT 108TH 31+11.73, 46.04' RT 108TH 31+46.22, 46.05' RT 108TH 31+91.23, 91.48' RT 108TH 31+92.70, 138.45' RT 108TH 32+07.19, 137.99' RT 108TH 32+04.71, 58.51' RT 108TH 32+09.71, 58.35' RT 108TH 32+08.71, 26.54' RT 108TH 31+93.05, 59.51' RT 108TH 30+90.25, 65.85' RT 108TH 31+01.65, 66.73' RT9.0'108TH 29+66.11, 29.48' LT C:\pw_workdir\den003\jeg_limj\d0601389\1 C4.20.dwg | Layout: 1C4.22PLOTTED: Nov 05, 2021-01:11:37pm By LIMJXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-BS_Kent.dwg; X-ROW_RENTON.dwg; X-TREE-PROTECTION_RENTON.dwg; X-PARCEL-INFO.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' 108TH AVE SE (SR 515)SE 186TH STSE 184TH LN(108TH-LINE)SE 186TH STRENTON SEGMENT SITE PREPARATION PLAN 108TH 28+00 TO 108TH 33+00 1C4.22 A. VILLAR C. WILCOX S. FORMAN   43R 44R 45R 46R 2174 2181 2191 2182 2190 2183 2184 2185 2189 2186 2188 2187 2456 2455 2457 2458 2454 2453 2451 2452 2450 2CURB & GUTTER 1 FENCE 2 CURB & GUTTER 2 FENCE 2 CURB 2LANE LINE 1BUSINESS SIGN 4 BUS STOP & AMENITIES 3 2176 21772178 2175 1 FENCE & GATE 3 3 3 3 3 3 3 1FENCE 1POLE 1 POLE ALL EXISTING TREES IN THIS AREA TO BE PRESERVED AND PROTECTED 114 R-4214114 PRESERVE AND PROTECT FEATURE AS NOTED REMOVE FEATURE AS NOTED PRESERVE AND PROTECT EXISTING TREE REMOVAL OF FEATURE BY OTHERS (METRO) REMOVE OR RELOCATE FEATURE AS NOTED BASED ON PROPERTY OWNER NEGOTIATIONS NOTES SITE PREP NOTES SITE PREP LEGEND 1 1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. 2 3 4 5 REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING SAW, FULL DEPTH REMOVAL ITEM RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) TEMPORARY CONSTRUCTION EASEMENT REMOVE TREE TREE PROTECTION ZONE (TPZ) TREE PROTECTION FENCE TREE TAG IDENTIFICATION NUMBER //////// 0000 322305-9035 662340-0101 662340-0107 662340-0170 662340-0183 52+00 53+00 54+00 55+00 56+00 57+00 //////////////////////////////////////////////////////////////////////////////////108TH 53+33.59, 29.43' LT3.0'8.4'108TH 53+33.59, 43.43' LT 5.6'108TH 54+65.44, 26.43' LT 108TH 54+62.44, 64.86' LT 3.0'5.4' 108TH 54+41.50, 43.93' LT 108TH 54+54.94, 64.77' LT C:\pw_workdir\den003\jeg_limj\d0601389\1 C4.20.dwg | Layout: 1C4.23PLOTTED: Nov 05, 2021-01:14:40pm By LIMJXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-BS_Kent.dwg; X-ROW_RENTON.dwg; X-TREE-PROTECTION_RENTON.dwg; X-PARCEL-INFO.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' 108TH AVE SE (SR 515)SE 192ND ST(108TH-LINE)CITY OF KENTSEE VOLUME 2 FOR CITY OF KENT IMPROVEMENTS RENTON SEGMENT SITE PREPARATION PLAN 108TH 52+00 TO 108TH 57+00 1C4.23 A. VILLAR C. WILCOX S. FORMAN   2CURB & GUTTER 4 BUS SHELTER, AMENITIES, AND CURB PAINT 1BUSINESS SIGN 1CURB 1BOLLARD CITY OF RENTON1POLE 115 R-4214115 PAVING GENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE TO THE FACE OF CURB. 2.SEE INTERSECTION GRADING & CURB RAMP PLANS FOR INFORMATION AT CURB RETURNS AND CURB RAMP GRADING. 3.SEE STATION PLANS FOR DETAILS AT METRO STATIONS. 4.SEE SIGNING AND STRIPING PLANS FOR CROSSWALK AND STOP BAR LOCATIONS. 5.SEE SITE PREPARATION PLANS FOR REMOVAL OR MODIFICATION OF EXISTING METRO STATION ASSETS. 6.SEE ROADWAY TYPICAL SECTIONS FOR PAVEMENT THICKNESSES. 7.SEE STRUCTURAL PLANS FOR LIMIT AND TYPE OF RETAINING WALL AND FENCE ON TOP OF RETAINING WALL. 8.SEE STATION PLANS FOR LIMIT AND TYPE OF PEDESTRIAN GUARDRAILS AND BOLLARDS. 9.SEE CIVIL DETAILS FOR INFORMATION RELATED TO MEDIAN ISLANDS. 10.SEE DRIVEWAY PLANS FOR DRIVEWAY GRADING DETAILS. 11.SEE LANDSCAPE PLANS FOR PLANTING DETAILS 12.SEE DRAINAGE PLANS FOR STORM DRAIN IMPROVEMENTS. 13.SEE UTILITY PLANS FOR UTILITY MODIFICATIONS. ALL UTILITIES WITHIN THE PAVING LIMITS SHALL BE ADJUSTED TO FINISHED GRADE. 14.SEE SIGNAL PLANS FOR SIGNAL MODIFICATIONS. 15.SEE ILLUMINATION PLANS FOR LIGHTING MODIFICATIONS. 16.SEE ITS PLANS FOR COMMUNICATIONS IMPROVEMENTS. 17.SEE ELECTRICAL PLANS FOR ELECTRICAL IMPROVEMENTS. 18.WHEN MATCHING EXISTING CURBS OR SIDEWALKS, FIELD VERIFY AND ADJUST MATCH LOCATION TO NEAREST CURB OR SIDEWALK JOINT.C:\pw_workdir\den003\ch2mhill_mg057136\d0601389\1 C2.01.dwg | Layout: 1C2.00PLOTTED: Nov 16, 2021-04:14:41pm By MG057136XREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-PARCEL-INFO.dwg; X-DR_RENTON.dwg; X-ITS_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER RENTON SEGMENT PAVING GENERAL NOTES 1C2.00 116 A. VILLAR C. WILCOX S. FORMAN   R-4214116 10+0011+0010+00 11+00 12+00 13+00 14+00 569600-0065 569600-0120 569600-0080 569600-0055 569600-0030724330-0000 569600-0200 EX ROW EX ROW CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64-03 CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102 CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS NOTED) PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5 CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE TYPE AS NOTED PER CITY OF RENTON STD PLANS 104.1 AND 104.3 DOWELED CURB PER METRO STD DETAIL D109 RAISED BIKE LANE AT STATION, SEE DETAIL A/1C5.01 CEMENT CONCRETE BUS PAD (10" PCCP CLASS C-1 OVER 6" CSBC) PER METRO STD DETAIL 2/D108A CEMENT CONCRETE CROSSWALK (10" ACP CLASS B OVER 6" CSBC) PER CIVIL DETAIL ON SHEET 1.C5.02 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-03 WOOD FENCE PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02 ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG 58H22 OVER 4-IN CSBC. SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. RELOCATE EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH RECEPTACLE. CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02. PAVING NOTES PAVING LEGEND 1 2 3 4 5 6 7 8 9 10 11 12 HMA FULL DEPTH CEMENT CONCRETE CEMENT CONCRETE CROSSWALK DOWNTOWN CEMENT CONCRETE SIDEWALK LANDSCAPING I LINE STATION AREA RETAINING WALL PEDESTRIAN HANDRAIL FENCE RIGHT OF WAY (PROPOSED) FOUNDATION NOTES 1.SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES. 13 14 15 16 C:\pw_workdir\den003\ch2mhill_mg057136\d0601389\1 C2.01.dwg | Layout: 1C2.01PLOTTED: Nov 16, 2021-04:17:27pm By MG057136XREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-PARCEL-INFO.dwg; X-DR_RENTON.dwg; X-ITS_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0'S 2ND STLOGAN AVE SRENTON TRANSIT CENTER(LOG-LINE)(2ND-LINE)1S1.02 RENTON SEGMENT PAVING PLAN 2ND 11+00 TO LOG 14+50 1C2.01 117 A. VILLAR C. WILCOX S. FORMAN   1S1.01 R-4214117 11+0012+0013+0014+0015+0016+00 10+00 11+00569600-0030 784180-0025 172610-0000 784180-0005 000720-0060 784180-0015 000720-0060 1 4 EX ROW EX ROW C 4 MOR 10+43.58, 0.00'MOR 10+43.36, 41.32' LT MOR 10+99.05, 0.00' MOR 10+48.36, 41.41' LT END 1MOR 10+49.97, 35.31' RT MOR 10+49.92, 30.31' RT MOR 10+99.04, 19.92' LT BEGIN1 9.0'10.1'9.0'5.0' CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64-03 CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102 CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS NOTED) PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5 CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE TYPE AS NOTED PER CITY OF RENTON STD PLANS 104.1 AND 104.3 DOWELED CURB PER METRO STD DETAIL D109 RAISED BIKE LANE AT STATION, SEE DETAIL A/1C5.01 CEMENT CONCRETE BUS PAD (10" PCCP CLASS C-1 OVER 6" CSBC) PER METRO STD DETAIL 2/D108A CEMENT CONCRETE CROSSWALK (10" ACP CLASS B OVER 6" CSBC) PER CIVIL DETAIL ON SHEET 1.C5.02 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-03 WOOD FENCE PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02 ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG 58H22 OVER 4-IN CSBC. SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. RELOCATE EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH RECEPTACLE. CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02. PAVING NOTES PAVING LEGEND 1 2 3 4 5 6 7 8 9 10 11 12 HMA FULL DEPTH CEMENT CONCRETE CEMENT CONCRETE CROSSWALK DOWNTOWN CEMENT CONCRETE SIDEWALK LANDSCAPING I LINE STATION AREA RETAINING WALL PEDESTRIAN HANDRAIL FENCE RIGHT OF WAY (PROPOSED) FOUNDATION NOTES 1.SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES. 13 14 15 16 C:\pw_workdir\den003\ch2mhill_mg057136\d0601389\1 C2.01.dwg | Layout: 1C2.02PLOTTED: Nov 16, 2021-04:20:17pm By MG057136XREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-PARCEL-INFO.dwg; X-DR_RENTON.dwg; X-ITS_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' S 2ND ST MORRIS AVE S(2ND-LINE) 1C6.01 (MOR-LINE)RENTON SEGMENT PAVING PLAN 2ND 16+00 TO 2ND 11+00 1C2.02 118 A. VILLAR C. WILCOX S. FORMAN   R-4214118 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64-03 CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102 CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS NOTED) PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5 CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE TYPE AS NOTED PER CITY OF RENTON STD PLANS 104.1 AND 104.3 DOWELED CURB PER METRO STD DETAIL D109 RAISED BIKE LANE AT STATION, SEE DETAIL A/1C5.01 CEMENT CONCRETE BUS PAD (10" PCCP CLASS C-1 OVER 6" CSBC) PER METRO STD DETAIL 2/D108A CEMENT CONCRETE CROSSWALK (10" ACP CLASS B OVER 6" CSBC) PER CIVIL DETAIL ON SHEET 1.C5.02 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-03 WOOD FENCE PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02 ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG 58H22 OVER 4-IN CSBC. SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. RELOCATE EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH RECEPTACLE. CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02. PAVING NOTES PAVING LEGEND 1 2 3 4 5 6 7 8 9 10 11 12 HMA FULL DEPTH CEMENT CONCRETE CEMENT CONCRETE CROSSWALK DOWNTOWN CEMENT CONCRETE SIDEWALK LANDSCAPING I LINE STATION AREA RETAINING WALL PEDESTRIAN HANDRAIL FENCE RIGHT OF WAY (PROPOSED) FOUNDATION NOTES 1.SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES. 13 14 15 16 16+0017+0018+0019+0020+00 21+00 784180-0085 4 1 4 14 1 4 EX ROW EX ROW 4 1 10 10C 14 1 2ND 17+47.26, 42.02' LT 2ND 17+47.18, 48.99' LT BEGIN1 2ND 17+28.92, 103.78' LT END1 2ND 16+92.89, 105.15' LT BEGIN 1 2ND 16+65.03, 42.01' LT 2ND 16+65.03, 49.01' LT END 1 2ND 19+97.25, 98.48' LT BEGIN 1 2ND 20+55.45, 49.59' LT BEGIN 1 2ND 19+81.63, 49.86' LT END1 2ND 19+68.39, 20.72' RT 2ND 20+55.31, 46.64' LT 2ND 19+81.79, 44.86' LT 2ND 19+68.38, 23.80' RT END1 2ND 20+01.45, 23.29' RT BEGIN1 2ND 20+01.36, 20.35' RT 2ND 20+37.61, 96.11' LT END1 11.0'8.1' 8.1'8.1'7.9'7.8'11.0'9.9'13.7'11.1'C:\pw_workdir\den003\ch2mhill_mg057136\d0601389\1 C2.01.dwg | Layout: 1C2.03PLOTTED: Nov 16, 2021-04:23:05pm By MG057136XREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-PARCEL-INFO.dwg; X-DR_RENTON.dwg; X-ITS_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' S 2ND ST SHATTUCKAVE SWHITWORTHAVE S(2ND-LINE) 1C6.02 1C6.03 RENTON SEGMENT PAVING PLAN 2ND 21+00 TO 2ND 16+00 1C2.03 119 A. VILLAR C. WILCOX S. FORMAN   R-4214119 13+0014+0015+0012+00 13+00 14+00 15+00 15+56784180-0195 783980-0016 783980-0035 784180-0185 784180-0183 784080-0005 784080-0010 784180-0165 EX ROW EX ROW CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64-03 CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102 CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS NOTED) PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5 CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE TYPE AS NOTED PER CITY OF RENTON STD PLANS 104.1 AND 104.3 DOWELED CURB PER METRO STD DETAIL D109 RAISED BIKE LANE AT STATION, SEE DETAIL A/1C5.01 CEMENT CONCRETE BUS PAD (10" PCCP CLASS C-1 OVER 6" CSBC) PER METRO STD DETAIL 2/D108A CEMENT CONCRETE CROSSWALK (10" ACP CLASS B OVER 6" CSBC) PER CIVIL DETAIL ON SHEET 1.C5.02 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-03 WOOD FENCE PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02 ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG 58H22 OVER 4-IN CSBC. SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. RELOCATE EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH RECEPTACLE. CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02. PAVING NOTES PAVING LEGEND 1 2 3 4 5 6 7 8 9 10 11 12 HMA FULL DEPTH CEMENT CONCRETE CEMENT CONCRETE CROSSWALK DOWNTOWN CEMENT CONCRETE SIDEWALK LANDSCAPING I LINE STATION AREA RETAINING WALL PEDESTRIAN HANDRAIL FENCE RIGHT OF WAY (PROPOSED) FOUNDATION NOTES 1.SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES. 13 14 15 16 C:\pw_workdir\den003\ch2mhill_mg057136\d0601389\1 C2.01.dwg | Layout: 1C2.04PLOTTED: Nov 16, 2021-04:25:52pm By MG057136XREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-PARCEL-INFO.dwg; X-DR_RENTON.dwg; X-ITS_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0'S 3RD STMORRIS AVE S (MOR-LINE) RENTON SEGMENT PAVING PLAN MOR 11+30 TO MOR 15+56 1C2.04 120 A. VILLAR C. WILCOX S. FORMAN  (3RD-LINE)R-4214120 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64-03 CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102 CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS NOTED) PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5 CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE TYPE AS NOTED PER CITY OF RENTON STD PLANS 104.1 AND 104.3 DOWELED CURB PER METRO STD DETAIL D109 RAISED BIKE LANE AT STATION, SEE DETAIL A/1C5.01 CEMENT CONCRETE BUS PAD (10" PCCP CLASS C-1 OVER 6" CSBC) PER METRO STD DETAIL 2/D108A CEMENT CONCRETE CROSSWALK (10" ACP CLASS B OVER 6" CSBC) PER CIVIL DETAIL ON SHEET 1.C5.02 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-03 WOOD FENCE PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02 ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG 58H22 OVER 4-IN CSBC. SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. RELOCATE EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH RECEPTACLE. CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02. PAVING NOTES PAVING LEGEND 1 2 3 4 5 6 7 8 9 10 11 12 HMA FULL DEPTH CEMENT CONCRETE CEMENT CONCRETE CROSSWALK DOWNTOWN CEMENT CONCRETE SIDEWALK LANDSCAPING I LINE STATION AREA RETAINING WALL PEDESTRIAN HANDRAIL FENCE RIGHT OF WAY (PROPOSED) FOUNDATION NOTES 1.SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES. 13 14 15 16 18+29 17+0 0 18+0010+00 11+00 12+00 13+00 14+0013.0'8.5'192305-9101192305-9102 192305-9103 192305-9032 4 EX ROW EX ROW EX ROW 4 1 4 4 2 C 42 2 2 2 6.00'5.0'LAK 16+75.44, 13.75' LT LAK 16+76.05, 19.29' LT BEGIN 1 LAK 17+98.25, 15.65' LT LAK 17+36.89, 14.37' LT GRA 11+70.32, 38.50' LT PC R96.0' R3780.5' LAK 16+75.89, 17.82' LT BEGIN 2' GUTTER TRANSITION LAK 16+77.93, 18.07' LT END 2' GUTTER TRANSITION C:\pw_workdir\den003\ch2mhill_mg057136\d0601389\1 C2.01.dwg | Layout: 1C2.05PLOTTED: Nov 16, 2021-04:28:34pm By MG057136XREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-PARCEL-INFO.dwg; X-DR_RENTON.dwg; X-ITS_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' S GRADY WAYLAKE AVE S(LAK-LI N E) (GRA-LINE) 1C6.04 RENTON SEGMENT PAVING PLAN GRA 10+00 TO GRA 14+00 1C2.05 121 A. VILLAR C. WILCOX S. FORMAN   R-4214121 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64-03 CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102 CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS NOTED) PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5 CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE TYPE AS NOTED PER CITY OF RENTON STD PLANS 104.1 AND 104.3 DOWELED CURB PER METRO STD DETAIL D109 RAISED BIKE LANE AT STATION, SEE DETAIL A/1C5.01 CEMENT CONCRETE BUS PAD (10" PCCP CLASS C-1 OVER 6" CSBC) PER METRO STD DETAIL 2/D108A CEMENT CONCRETE CROSSWALK (10" ACP CLASS B OVER 6" CSBC) PER CIVIL DETAIL ON SHEET 1.C5.02 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-03 WOOD FENCE PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02 ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG 58H22 OVER 4-IN CSBC. SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. RELOCATE EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH RECEPTACLE. CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02. PAVING NOTES PAVING LEGEND 1 2 3 4 5 6 7 8 9 10 11 12 HMA FULL DEPTH CEMENT CONCRETE CEMENT CONCRETE CROSSWALK DOWNTOWN CEMENT CONCRETE SIDEWALK LANDSCAPING I LINE STATION AREA RETAINING WALL PEDESTRIAN HANDRAIL FENCE RIGHT OF WAY (PROPOSED) FOUNDATION NOTES 1.SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES. 13 14 15 16 14+00 15+00 16+00 17+00 18+00 19+00 192305-9043 192305-9096 192305-9032 EX ROW EX ROW EX ROW EX ROW 4 4 1 4 2 2 4 5 EX ROW TYPE C2B 1 1 44 C 14 GRA 15+20.24, 26.50' LT GRA 15+57.09, 26.50' LT GRA 15+57.09, 85.97' LT GRA 15+20.27, 83.66' LT GRA 15+60.16, 85.89' LT BEGIN 1 GRA 15+15.16, 83.77' LT END1 GRA 15+10.45, 27.29' RT GRA 15+00.69, 99.49' RT END1 GRA 14+43.87, 41.17' RT BEGIN 1 GRA 15+03.61, 99.39' RT GRA 14+43.89, 27.66' RT GRA 15+51.68, 89.83' RT BEGIN 1 GRA 15+48.79, 89.31' RT GRA 15+57.60, 27.25' RT GRA 16+19.11, 28.42' RT GRA 16+19.18, 41.09' RT END1 GRA 16+09.36, 49.66' RT AP GRA 15+04.87, 74.07' LT AP GRA 15+78.74, 85.40' LT BEGIN 2 GRA 15+69.97, 75.73' LT AP GRA 16+09.41, 56.50' LT PT GRA 16+54.30, 53.00' LT AP GRA 16+53.80, 39.90' LT GRA 17+92.13, 53.00' LT END2 GRA 18+22.45, 53.00' LT BEGIN 2 GRA 16+06.16, 39.50' LT PC GRA 14+53.81, 49.69' RT AP GRA 19+61.58, 53.00' LT2 R30.0' R3780.5'3.0'3.5'8.0'5.5'13.0'12.7'6.6'8.5'5.5'8.5'13.8'6.0'8.5'13.0'8.5'13.0'8.5'8.5'3.0'3.0'3.5'8.0'5.5'13.0'6.6' 30.0'3.0'3.5'8.0'5.5'13.0'7.0'C:\pw_workdir\den003\ch2mhill_mg057136\d0601389\1 C2.01.dwg | Layout: 1C2.06PLOTTED: Nov 16, 2021-04:31:14pm By MG057136XREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-PARCEL-INFO.dwg; X-DR_RENTON.dwg; X-ITS_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' S GRADY WAY SHATTUCK AVE S(GRA-LINE) 1C6.05 RENTON SEGMENT PAVING PLAN GRA 14+00 TO GRA 19+00 1C2.06 122 A. VILLAR C. WILCOX S. FORMAN   R-4214122 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64-03 CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102 CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS NOTED) PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5 CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE TYPE AS NOTED PER CITY OF RENTON STD PLANS 104.1 AND 104.3 DOWELED CURB PER METRO STD DETAIL D109 RAISED BIKE LANE AT STATION, SEE DETAIL A/1C5.01 CEMENT CONCRETE BUS PAD (10" PCCP CLASS C-1 OVER 6" CSBC) PER METRO STD DETAIL 2/D108A CEMENT CONCRETE CROSSWALK (10" ACP CLASS B OVER 6" CSBC) PER CIVIL DETAIL ON SHEET 1.C5.02 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-03 WOOD FENCE PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02 ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG 58H22 OVER 4-IN CSBC. SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. RELOCATE EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH RECEPTACLE. CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02. PAVING NOTES PAVING LEGEND 1 2 3 4 5 6 7 8 9 10 11 12 HMA FULL DEPTH CEMENT CONCRETE CEMENT CONCRETE CROSSWALK DOWNTOWN CEMENT CONCRETE SIDEWALK LANDSCAPING I LINE STATION AREA RETAINING WALL PEDESTRIAN HANDRAIL FENCE RIGHT OF WAY (PROPOSED) FOUNDATION NOTES 1.SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES. 13 14 15 16 19+00 20+00 21+00 22+00 23+00 24+00 S G R A D Y 192305-9070 192305-9023 192305-9070 EX ROW EX ROW 2 4 5 TYPE C2B 24 1 1 5TYPE C2B 4 9 1 4 EX ROW 4 2 2 4 3 1 9 1 341C F F 214 14 14 GRA 19+61.58, 53.00' LT END2 GRA 19+91.89, 53.00' LT BEGIN 2 GRA 21+98.77, 59.50' LT END2 GRA 23+14.00, 53.00' LT AP GRA 23+23.75, 49.99' LT AP GRA 22+81.86, 57.47' LT END1 GRA 23+85.79, 41.39' LT END BEGIN 91 GRA 23+30.22, 39.73' LT END BEGIN 1 9 GRA 22+79.51, 26.50' LT AP GRA 23+24.14, 39.50' LT PT GRA 22+57.43, 27.50' RT GRA 22+57.44, 40.67' RT BEGIN BEGIN 4:1 TAPER 1 GRA 22+96.35, 50.50' RT END 4:1 TAPER GRA 23+09.43, 50.50' RT END BEGIN 19 GRA 23+63.71, 39.89' RT BEGIN3 GRA 23+63.71, 50.50' RT END BEGIN 91 GRA 22+61.18, 68.18' RT BEGIN2 GRA 22+62.87, 69.19' RT PC GRA 22+69.00, 68.22' RT PT GRA 22+70.16, 66.92' RT PC GRA 22+81.06, 62.00' RT PT GRA 22+96.18, 62.00' RT END2 GRA 23+55.25, 62.49' RT BEGIN2 GRA 23+62.74, 65.41' RT END2 GRA 23+69.52, 62.00' RT AP GRA 23+79.36, 65.00' RT PC GRA 23+79.50, 50.50' RT R5.0' R25.0' GRA 22+17.05, 62.91' LT END2 GRA 22+17.06, 53.00' LT BEGIN2 GRA 22+62.52, 53.00' LT BEGIN1 R3780.5' R15.0' 30.0'3.0'3.5'8.0'5.5'13.0'3.0'3.5'8.0'5.5'13.0'45.0'10.5'11.0'10.5'11.0'11.0'10.5'3.0'12.0'6.6'5.5'8.0'C:\pw_workdir\den003\ch2mhill_mg057136\d0601389\1 C2.01.dwg | Layout: 1C2.07PLOTTED: Nov 16, 2021-04:33:54pm By MG057136XREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-PARCEL-INFO.dwg; X-DR_RENTON.dwg; X-ITS_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' S GRADY WAY (GRA-LINE) 1S1.09 1S1.10 RENTON SEGMENT PAVING PLAN GRA 19+00 TO GRA 24+00 1C2.07 123 A. VILLAR C. WILCOX S. FORMAN   R-4214123 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64-03 CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102 CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS NOTED) PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5 CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE TYPE AS NOTED PER CITY OF RENTON STD PLANS 104.1 AND 104.3 DOWELED CURB PER METRO STD DETAIL D109 RAISED BIKE LANE AT STATION, SEE DETAIL A/1C5.01 CEMENT CONCRETE BUS PAD (10" PCCP CLASS C-1 OVER 6" CSBC) PER METRO STD DETAIL 2/D108A CEMENT CONCRETE CROSSWALK (10" ACP CLASS B OVER 6" CSBC) PER CIVIL DETAIL ON SHEET 1.C5.02 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-03 WOOD FENCE PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02 ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG 58H22 OVER 4-IN CSBC. SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. RELOCATE EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH RECEPTACLE. CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02. PAVING NOTES PAVING LEGEND 1 2 3 4 5 6 7 8 9 10 11 12 HMA FULL DEPTH CEMENT CONCRETE CEMENT CONCRETE CROSSWALK DOWNTOWN CEMENT CONCRETE SIDEWALK LANDSCAPING I LINE STATION AREA RETAINING WALL PEDESTRIAN HANDRAIL FENCE RIGHT OF WAY (PROPOSED) FOUNDATION NOTES 1.SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES. 13 14 15 16 25+27 24+0025+0010+00 11+00 12+00 13+00 14+00915460-0005 915460-0010 192305- 9 0 2 3 EX ROW 4 1 4 EX ROW 4 EX ROW 3 2 1 3 1 4 4 1 2 4 4 10 C2 2 2 2 4 4 14 4 TAL-B 10+31.78, 34.50' LT TAL-B 12+30.53, 42.00' LT PC TAL-B 12+12.34, 36.22' RT END 3 TAL-B 10+32.23, 75.76' LT TAL-B 10+35.23, 75.86' LT BEGIN1 TAL-B 10+46.18, 65.83' LT AP R742.0' TAL-B 13+96.22, 68.24' LT AP TAL-B 13+67.42, 68.50' LT END1 TAL-B 13+57.37, 63.46' LT AP TAL-B 13+36.66, 42.00' LT PT TAL-B 11+34.11, 35.28' RT BEGIN3 TAL-B 11+71.25, 64.88' RT END 2 TAL-B 11+32.46, 66.28' RT END 2 TAL-B 11+21.03, 75.79' RT BEGIN 2 TAL-B 11+52.57, 49.05' RT TAL-B 11+70.88, 49.09' RT END 1 TAL-B 11+52.68, 64.05' RT BEGIN 2 TAL-B 11+61.14, 64.79' RT AP R25.0' TAL-B 10+27.44, 23.08' RT GRA 24+80.08, 31.38' LT GRA 24+80.16, 77.97' LT GRA 24+77.10, 77.93' LT END 1 GRA 24+66.80, 68.29' LT AP GRA 24+26.24, 38.50' RT END 3 GRA 24+07.88, 50.33' LT AP TAL-B 12+48.79, 49.56' RT BEGIN 4 TAL-B 12+59.55, 49.55' RT END 4 TAL-B 13+98.54, 88.95' LT AP TAL-B 10+47.31, 35.12' RT TAL-B 10+47.44, 23.12' RT 7.5'8.5'5.4' 4.5'12.0'5 . 5 '8.0 ' 6. 0 '10.0'6.5'10.5'11.0'2 0 . 6 ' 8.5'11.0'8.5'8.0' 5.5'3.0'6.4'7.0'6.5'6.8'TAL-B 13+93.08, 54.09' RT BEGIN4 TAL-B 14+00.66, 53.82' RT END C:\pw_workdir\den003\ch2mhill_mg057136\d0601389\1 C2.01.dwg | Layout: 1C2.08PLOTTED: Nov 16, 2021-04:36:54pm By MG057136XREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-PARCEL-INFO.dwg; X-DR_RENTON.dwg; X-ITS_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0'S GRADY WAYTALBOT RD S (TAL-B-LINE)(GRA-LINE)1C6.07 1C6.08 1C6.06 RENTON SEGMENT PAVING PLAN GRA 24+00 TO TAL-B 14+00 1C2.08 124 A. VILLAR C. WILCOX S. FORMAN   R-4214124 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64-03 CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102 CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS NOTED) PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5 CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE TYPE AS NOTED PER CITY OF RENTON STD PLANS 104.1 AND 104.3 DOWELED CURB PER METRO STD DETAIL D109 RAISED BIKE LANE AT STATION, SEE DETAIL A/1C5.01 CEMENT CONCRETE BUS PAD (10" PCCP CLASS C-1 OVER 6" CSBC) PER METRO STD DETAIL 2/D108A CEMENT CONCRETE CROSSWALK (10" ACP CLASS B OVER 6" CSBC) PER CIVIL DETAIL ON SHEET 1.C5.02 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-03 WOOD FENCE PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02 ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG 58H22 OVER 4-IN CSBC. SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. RELOCATE EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH RECEPTACLE. CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02. PAVING NOTES PAVING LEGEND 1 2 3 4 5 6 7 8 9 10 11 12 HMA FULL DEPTH CEMENT CONCRETE CEMENT CONCRETE CROSSWALK DOWNTOWN CEMENT CONCRETE SIDEWALK LANDSCAPING I LINE STATION AREA RETAINING WALL PEDESTRIAN HANDRAIL FENCE RIGHT OF WAY (PROPOSED) FOUNDATION NOTES 1.SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES. 13 14 15 16 14+00 15+00 16+00 17+00 18+00 192305-9094 202305-9007 192305 - 9 0 2 3 4 1 2 1 5 4 5 4 TYPE C2 TYPE C24 EX ROW EX ROW 15 14 14 4 4 TAL-B 14+03.83, 88.24' LT BEGIN 1 TAL-B 16+97.73, 27.97' LT TAL-B 14+34.27, 41.00' LT PC TAL-B 17+21.14, 89.21' LT TAL-B 14+10.49, 78.33' LT AP R741.0' TAL-B 16+59.06, 41.00' LT PT TAL-B 17+17.87, 102.31' LTTAL-B 17+01.57, 98.24' LT END1 TAL-B 15+27.35, 28.50' RT TAL-B 16+07.21, 41.70' RT PC TAL-B 16+65.42, 41.70' RT PT TAL-B 15+27.56, 52.72' RT TAL-B 15+39.92, 75.29' RT TAL-B 15+85.11, 61.85' RT BEGIN 2 TAL-B 15+85.71, 79.73' RT TAL-B 15+68.44, 71.99' RT PC END BEGIN 21 TAL-B 15+84.22, 71.46' RT PT TAL-B 15+78.20, 76.01' RT PC TAL-B 15+71.42, 75.46' RT PT R3.0'R5.0' TAL-B 14+34.27, 59.50' LT TAL-B 14+47.32, 46.25' RT BEGIN 4 TAL-B 14+58.01, 45.79' RT END 4 TAL-B 16+24.99, 55.20' RT TAL-B 17+18.36, 69.40' LT TAL-B 17+16.18, 59.64' LT TAL-B 17+12.43, 50.37' LT TAL-B 17+09.45, 44.61' LT TAL-B 16+53.45, 59.50' LT R658.5'8.5'21.0'13.2'8.5'8.7 '8.5'8.5'13.0'5.7' 22.0' 5.0'10.0'6.0 ' 10.0'10.0'10.0'4.5'5.5'3.0 ' 7.0' TAL-B 13+93.08, 54.09' RT BEGIN TAL-B 14+00.66, 53.82' RT END 4 4.0'TAL-B 15+43.08, 26.24' LTTAL-B 15+35.37, 26.39' LT C:\pw_workdir\den003\ch2mhill_mg057136\d0601389\1 C2.01.dwg | Layout: 1C2.09PLOTTED: Nov 16, 2021-04:39:40pm By MG057136XREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-RDWY_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-PARCEL-INFO.dwg; X-DR_RENTON.dwg; X-ITS_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' TALBOT RD S (TAL-B-LINE) 1C6.08 1C6.10 1C6.09 RENTON SEGMENT PAVING PLAN TAL-B 14+00 TO TAL-B 18+50 1C2.09 125 A. VILLAR C. WILCOX S. FORMAN   R-4214125 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64-03 CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102 CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS NOTED) PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5 CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE TYPE AS NOTED PER CITY OF RENTON STD PLANS 104.1 AND 104.3 DOWELED CURB PER METRO STD DETAIL D109 RAISED BIKE LANE AT STATION, SEE DETAIL A/1C5.01 CEMENT CONCRETE BUS PAD (10" PCCP CLASS C-1 OVER 6" CSBC) PER METRO STD DETAIL 2/D108A CEMENT CONCRETE CROSSWALK (10" ACP CLASS B OVER 6" CSBC) PER CIVIL DETAIL ON SHEET 1.C5.02 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-03 WOOD FENCE PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02 ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG 58H22 OVER 4-IN CSBC. SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. RELOCATE EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH RECEPTACLE. CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02. PAVING NOTES PAVING LEGEND 1 2 3 4 5 6 7 8 9 10 11 12 HMA FULL DEPTH CEMENT CONCRETE CEMENT CONCRETE CROSSWALK DOWNTOWN CEMENT CONCRETE SIDEWALK LANDSCAPING I LINE STATION AREA RETAINING WALL PEDESTRIAN HANDRAIL FENCE RIGHT OF WAY (PROPOSED) FOUNDATION NOTES 1.SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES. 13 14 15 16 19+00 20+00 21+00 22+00 23+00 202305-9008 192305-9001 723160-0595C1 1 1 4 4 4 4 1 TYPE C2 5 EX ROW EX ROW 14 TAL-B 22+46.23, 33.39' RTTAL-B 20+63.20, 28.50' RT TAL-B 22+53.61, 115.58' RT END 1 TAL-B 22+43.92, 106.73' RT AP TAL-B 19+87.11, 58.20' RT END2 TAL-B 19+87.11, 50.20' RT START2 TAL-B 20+26.56, 58.20' RT END 2 TAL-B 20+27.00, 50.20' RT START 2 TAL-B 22+56.58, 115.20' RT13.2'8.5'13.2'8.5'8.5'40.0'8.5'13.7'8.5' 6.3'C:\pw_workdir\den003\ch2mhill_mg057136\d0601389\1 C2.10.dwg | Layout: 1C2.10PLOTTED: Nov 16, 2021-04:42:27pm By MG057136XREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwg; X-RDWY_RENTON.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwg; X-EL_RENTON.dwg; X-DR_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' TALBOT RD S I -405 SB OFF -RAMP (TAL-B-LINE)S RENTON VILLAGE PL1C6.11 RENTON SEGMENT PAVING PLAN TAL-B 18+50 TO TAL-B 23+50 1C2.10 126 A. VILLAR C. WILCOX S. FORMAN   R-4214126 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64-03 CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102 CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS NOTED) PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5 CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE TYPE AS NOTED PER CITY OF RENTON STD PLANS 104.1 AND 104.3 DOWELED CURB PER METRO STD DETAIL D109 RAISED BIKE LANE AT STATION, SEE DETAIL A/1C5.01 CEMENT CONCRETE BUS PAD (10" PCCP CLASS C-1 OVER 6" CSBC) PER METRO STD DETAIL 2/D108A CEMENT CONCRETE CROSSWALK (10" ACP CLASS B OVER 6" CSBC) PER CIVIL DETAIL ON SHEET 1.C5.02 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-03 WOOD FENCE PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02 ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG 58H22 OVER 4-IN CSBC. SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. RELOCATE EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH RECEPTACLE. CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02. PAVING NOTES PAVING LEGEND 1 2 3 4 5 6 7 8 9 10 11 12 HMA FULL DEPTH CEMENT CONCRETE CEMENT CONCRETE CROSSWALK DOWNTOWN CEMENT CONCRETE SIDEWALK LANDSCAPING I LINE STATION AREA RETAINING WALL PEDESTRIAN HANDRAIL FENCE RIGHT OF WAY (PROPOSED) FOUNDATION NOTES 1.SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES. 13 14 15 16 33+00 34+00 35+00 36+00 37+00 38+00 722200-0250 722200-0010 722200-0245 4 4 EX ROW EX ROW TAL-B 34+86.48, 37.95' RT TAL-B 35+06.46, 37.04' RT TAL-B 37+00.42, 30.44' LT TAL-B 37+20.42, 30.31' LT 6.0'6.0'4.0'4.0' 4.0'4.0'5.0'5.0'TAL-B 34+90.92, 47.75' RT TAL-B 35+02.91, 47.21' RT TAL-B 37+04.48, 40.44' LT TAL-B 37+16.44, 40.34' LT C:\pw_workdir\den003\ch2mhill_mg057136\d0601389\1 C2.10.dwg | Layout: 1C2.11PLOTTED: Nov 16, 2021-04:45:16pm By MG057136XREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwg; X-RDWY_RENTON.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwg; X-EL_RENTON.dwg; X-DR_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' BENSON DR S (SR 515)S PUGET DRS 15TH ST(TAL-B-LINE) 1S1.12 1S1.11 RENTON SEGMENT PAVING PLAN TAL-B 33+00 TO TAL-B 38+00 1C2.11 127 A. VILLAR C. WILCOX S. FORMAN   R-4214127 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64-03 CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102 CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS NOTED) PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5 CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE TYPE AS NOTED PER CITY OF RENTON STD PLANS 104.1 AND 104.3 DOWELED CURB PER METRO STD DETAIL D109 RAISED BIKE LANE AT STATION, SEE DETAIL A/1C5.01 CEMENT CONCRETE BUS PAD (10" PCCP CLASS C-1 OVER 6" CSBC) PER METRO STD DETAIL 2/D108A CEMENT CONCRETE CROSSWALK (10" ACP CLASS B OVER 6" CSBC) PER CIVIL DETAIL ON SHEET 1.C5.02 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-03 WOOD FENCE PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02 ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG 58H22 OVER 4-IN CSBC. SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. RELOCATE EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH RECEPTACLE. CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02. PAVING NOTES PAVING LEGEND 1 2 3 4 5 6 7 8 9 10 11 12 HMA FULL DEPTH CEMENT CONCRETE CEMENT CONCRETE CROSSWALK DOWNTOWN CEMENT CONCRETE SIDEWALK LANDSCAPING I LINE STATION AREA RETAINING WALL PEDESTRIAN HANDRAIL FENCE RIGHT OF WAY (PROPOSED) FOUNDATION NOTES 1.SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES. 13 14 15 16 24+00 25+00 26+00 27+00 28+00 29+00 72292 8- 0 1 0 0 72220 0- 0 1 6 3 85570 0- 0 1 4 0 855700-0010 85570 0- 0 0 2 0 30230 5- 9 0 7 3 5.4'1 4 4 1 1 1 4 41 EX ROW EX ROW 11 TAL-21 25+42.09, 42.37' LT BEGIN1 TAL-21 25+34.97, 38.70' LT TAL-21 25+49.85, 9.86' LT TAL-21 25+36.57, 7.54' RT TAL-21 25+56.44, 48.04' RT TAL-21 25+65.42, 43.63' RT BEGIN1 TAL-21 25+86.88, 8.40' RT TAL-21 25+86.71, 17.75' RT END 1 TAL-21 26+10.72, 17.83' LT END 1 TAL-21 28+29.96, 15.34' RT TAL-21 28+29.99, 18.34' RT END 1TAL-21 27+75.92, 17.37' RT TAL-21 27+76.11, 20.36' RT BEGIN1 TAL-21 28+18.39, 27.02' RT AP TAL-21 25+88.72, 26.35' LT AP TAL-21 25+98.73, 28.35' LT AP TAL-21 26+10.71, 9.85' LT 5.7'5.0'8.5'12.0'10.5'6.6'6.2'8.50' TAL-21 26+10.72, 28.35' LT TAL-21 28+18.43, 29.02' RT AP TAL-21 25+75.42, 42.44' RT BEGIN 11 TAL-21 25+69.97, 31.35' RT AP TAL-21 25+86.41, 27.92' RT END 11 TAL-21 25+72.72, 28.69' RT AP C:\pw_workdir\den003\ch2mhill_mg057136\d0601389\1 C2.10.dwg | Layout: 1C2.12PLOTTED: Nov 16, 2021-04:48:03pm By MG057136XREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwg; X-RDWY_RENTON.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwg; X-EL_RENTON.dwg; X-DR_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' TALBOT RD S S 23RD ST (TAL-21-LINE) 1S1.13 1C6.12 RENTON SEGMENT PAVING PLAN TAL-21 24+00 TO TAL-21 29+00 1C2.12 128 A. VILLAR C. WILCOX S. FORMAN  TALBOT CREST DR S1S1.14 R-4214128 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64-03 CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102 CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS NOTED) PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5 CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE TYPE AS NOTED PER CITY OF RENTON STD PLANS 104.1 AND 104.3 DOWELED CURB PER METRO STD DETAIL D109 RAISED BIKE LANE AT STATION, SEE DETAIL A/1C5.01 CEMENT CONCRETE BUS PAD (10" PCCP CLASS C-1 OVER 6" CSBC) PER METRO STD DETAIL 2/D108A CEMENT CONCRETE CROSSWALK (10" ACP CLASS B OVER 6" CSBC) PER CIVIL DETAIL ON SHEET 1.C5.02 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-03 WOOD FENCE PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02 ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG 58H22 OVER 4-IN CSBC. SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. RELOCATE EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH RECEPTACLE. CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02. PAVING NOTES PAVING LEGEND 1 2 3 4 5 6 7 8 9 10 11 12 HMA FULL DEPTH CEMENT CONCRETE CEMENT CONCRETE CROSSWALK DOWNTOWN CEMENT CONCRETE SIDEWALK LANDSCAPING I LINE STATION AREA RETAINING WALL PEDESTRIAN HANDRAIL FENCE RIGHT OF WAY (PROPOSED) FOUNDATION NOTES 1.SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES. 13 14 15 16 54+00 55+00 56+00 57+00 58+00 59+00 302305-9029 302305-9116302305-9114 302305-9115 302305-9030 302305-9019 948575-TRCT 1 4 4 EX ROW EX ROW TAL-21 56+98.95, 11.95' RT TAL-21 57+36.23, 11.70' RT TAL-21 56+98.98, 14.39' RT BEGIN1 TAL-21 57+36.25, 14.82' RT END 1 TAL-21 56+28.20, 19.88' LT TAL-21 56+40.20, 19.94' LT TAL-21 57+21.37, 23.56' RT AP TAL-21 57+11.15, 25.70' RT AP TAL-21 56+99.16, 25.89' RT AP TAL-21 56+91.07, 20.50' RT AP 12.0'10.5'10.0'8.5'5.00'C:\pw_workdir\den003\ch2mhill_mg057136\d0601389\1 C2.10.dwg | Layout: 1C2.13PLOTTED: Nov 16, 2021-04:50:48pm By MG057136XREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwg; X-RDWY_RENTON.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwg; X-EL_RENTON.dwg; X-DR_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' TALBOT RD S (TAL-21-LINE) 1S1.16 1S1.15 RENTON SEGMENT PAVING PLAN TAL-21 54+00 TO TAL-21 59+00 1C2.13 129 A. VILLAR C. WILCOX S. FORMAN  S 32ND STR-4214129 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64-03 CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102 CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS NOTED) PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5 CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE TYPE AS NOTED PER CITY OF RENTON STD PLANS 104.1 AND 104.3 DOWELED CURB PER METRO STD DETAIL D109 RAISED BIKE LANE AT STATION, SEE DETAIL A/1C5.01 CEMENT CONCRETE BUS PAD (10" PCCP CLASS C-1 OVER 6" CSBC) PER METRO STD DETAIL 2/D108A CEMENT CONCRETE CROSSWALK (10" ACP CLASS B OVER 6" CSBC) PER CIVIL DETAIL ON SHEET 1.C5.02 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-03 WOOD FENCE PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02 ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG 58H22 OVER 4-IN CSBC. SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. RELOCATE EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH RECEPTACLE. CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02. PAVING NOTES PAVING LEGEND 1 2 3 4 5 6 7 8 9 10 11 12 HMA FULL DEPTH CEMENT CONCRETE CEMENT CONCRETE CROSSWALK DOWNTOWN CEMENT CONCRETE SIDEWALK LANDSCAPING I LINE STATION AREA RETAINING WALL PEDESTRIAN HANDRAIL FENCE RIGHT OF WAY (PROPOSED) FOUNDATION NOTES 1.SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES. 13 14 15 16 71+00 72+00 73+00 74+00 75+00 76+00 855860-0035 855860-0040 302305-9040 302305-9044 855860-0125 855860-0130 855860-0135 302305-9109 5.5'8.5'4 82 82 EX ROW EX ROW TAL-21 71+59.01, 4.98' LT TAL-21 71+75.51, 4.98' LT TAL-21 72+42.55, 8.98' LTTAL-21 71+75.51, 8.98' LT TAL-21 72+42.56, 12.98' LT TAL-21 73+82.93, 12.98' LT TAL-21 71+59.01, 23.48' LT TAL-21 72+59.49, 72.05' LT TAL-21 72+47.50, 58.41' LT TAL-21 72+80.12, 75.24' LT TAL-21 73+01.96, 55.39' LT TAL-21 73+15.38, 34.64' LT TAL-21 72+52.37, 44.63' LT END1 TAL-21 71+64.01, 15.98' LT BEGIN2 TAL-21 71+64.01, 10.98' LT BEGIN2 TAL-21 72+38.98, 16.02' LT END BEGIN 2 1 TAL-21 73+80.00, 15.98' LT END 1 TAL-21 72+38.98, 10.98' LT END 2 TAL-21 73+82.93, 20.32' LT TAL-21 73+11.92, 31.52' LT BEGIN 1 TAL-21 72+48.99, 46.30' LT TAL-21 73+59.94, 12.52' RT TAL-21 73+59.15, 49.01' RT TAL-21 75+54.26, 12.54' RT TAL-21 75+54.45, 52.90' RT TAL-21 73+67.15, 49.18' RT BEGIN1 TAL-21 74+43.46, 28.03' RT AP TAL-21 75+18.46, 28.04' RT AP TAL-21 75+14.46, 14.54' RT END 2 TAL-21 75+14.46, 19.54' RT END BEGIN 2 1 TAL-21 74+47.46, 14.53' RT BEGIN2 TAL-21 74+47.46, 19.53' RT END BEGIN 12 TAL-21 74+53.46, 30.03' RT AP TAL-21 75+08.46, 30.03' RT AP TAL-21 75+49.45, 52.89' RT END 18.5'10.5'5.0'5.0'10.5'7.5'8.5'8.5'TAL-21 71+68.27, 27.48' LT BEGIN11 TAL-21 72+53.22, 27.48' LT END 1111 C:\pw_workdir\den003\ch2mhill_mg057136\d0601389\1 C2.10.dwg | Layout: 1C2.14PLOTTED: Nov 17, 2021-09:06:56am By MG057136XREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwg; X-RDWY_RENTON.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwg; X-EL_RENTON.dwg; X-DR_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' TALBOT RD SS 37TH STS 37TH STS 38TH CTS 38TH CT(TAL-21-LINE) 1S1.18 1C6.15 1C6.14 1S1.17 RENTON SEGMENT PAVING PLAN TAL-21 71+00 TO TAL-21 76+00 1C2.14 130 A. VILLAR C. WILCOX S. FORMAN   R-4214130 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64-03 CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102 CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS NOTED) PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5 CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE TYPE AS NOTED PER CITY OF RENTON STD PLANS 104.1 AND 104.3 DOWELED CURB PER METRO STD DETAIL D109 RAISED BIKE LANE AT STATION, SEE DETAIL A/1C5.01 CEMENT CONCRETE BUS PAD (10" PCCP CLASS C-1 OVER 6" CSBC) PER METRO STD DETAIL 2/D108A CEMENT CONCRETE CROSSWALK (10" ACP CLASS B OVER 6" CSBC) PER CIVIL DETAIL ON SHEET 1.C5.02 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-03 WOOD FENCE PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02 ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG 58H22 OVER 4-IN CSBC. SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. RELOCATE EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH RECEPTACLE. CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02. PAVING NOTES PAVING LEGEND 1 2 3 4 5 6 7 8 9 10 11 12 HMA FULL DEPTH CEMENT CONCRETE CEMENT CONCRETE CROSSWALK DOWNTOWN CEMENT CONCRETE SIDEWALK LANDSCAPING I LINE STATION AREA RETAINING WALL PEDESTRIAN HANDRAIL FENCE RIGHT OF WAY (PROPOSED) FOUNDATION NOTES 1.SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES. 13 14 15 16 86+00 87+00 88+00 89+00 90+00 91+00 761680 - 0 0 3 0 761680 - 0 0 1 0 885767 - 0 0 2 0 312305 - 9 1 3 4 312305-9025 FF5.5'10.5'5.0'2.0'2.0'10.5'5.0'5.0'5.0'4EX ROW 82 4 82 EX ROW 4 TAL-21 88+13.28, 16.92' LT BEGIN7 TAL-21 88+91.28, 14.92' LT TAL-21 88+91.28, 21.92' LT END 1 TAL-21 88+08.28, 21.92' LT BEGIN1 TAL-21 88+13.28, 21.92' LT END BEGIN 21 TAL-21 88+80.28, 21.92' LT END BEGIN 1 2 TAL-21 88+80.28, 16.92' LT END7 TAL-21 88+08.28, 14.92' LT TAL-21 88+34.23, 17.04' RT BEGIN2 TAL-21 88+28.24, 22.04' RT BEGIN1 TAL-21 88+28.22, 15.04' RT TAL-21 88+34.24, 22.04' RT END BEGIN 21 TAL-21 89+01.24, 21.99' RT END BEGIN 1 2 TAL-21 89+01.23, 16.99' RT END 2 TAL-21 89+31.28, 7.00' RT TAL-21 89+31.28, 7.00' LT TAL-21 89+13.50, 7.00' RT TAL-21 89+13.50, 22.03' RT END 1 TAL-21 88+87.27, 14.99' RT TAL-21 88+87.28, 6.98' LT TAL-21 89+24.28, 5.00' RT 5.5'TAL-21 88+95.24, 32.50' RT TAL-21 88+74.28, 32.42' LT C:\pw_workdir\den003\ch2mhill_mg057136\d0601389\1 C2.10.dwg | Layout: 1C2.15PLOTTED: Nov 16, 2021-04:56:19pm By MG057136XREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwg; X-RDWY_RENTON.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwg; X-EL_RENTON.dwg; X-DR_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' TALBOT RD S (TAL-21-LINE) 1S1.19 1S1.20 1C6.16 RENTON SEGMENT PAVING PLAN TAL-21 86+00 TO TAL-21 91+00 1C2.15 131 A. VILLAR C. WILCOX S. FORMAN   R-4214131 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64-03 CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102 CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS NOTED) PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5 CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE TYPE AS NOTED PER CITY OF RENTON STD PLANS 104.1 AND 104.3 DOWELED CURB PER METRO STD DETAIL D109 RAISED BIKE LANE AT STATION, SEE DETAIL A/1C5.01 CEMENT CONCRETE BUS PAD (10" PCCP CLASS C-1 OVER 6" CSBC) PER METRO STD DETAIL 2/D108A CEMENT CONCRETE CROSSWALK (10" ACP CLASS B OVER 6" CSBC) PER CIVIL DETAIL ON SHEET 1.C5.02 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-03 WOOD FENCE PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02 ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG 58H22 OVER 4-IN CSBC. SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. RELOCATE EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH RECEPTACLE. CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02. PAVING NOTES PAVING LEGEND 1 2 3 4 5 6 7 8 9 10 11 12 HMA FULL DEPTH CEMENT CONCRETE CEMENT CONCRETE CROSSWALK DOWNTOWN CEMENT CONCRETE SIDEWALK LANDSCAPING I LINE STATION AREA RETAINING WALL PEDESTRIAN HANDRAIL FENCE RIGHT OF WAY (PROPOSED) FOUNDATION NOTES 1.SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES. 13 14 15 16 32+ 0 0 33+00 34+00 35+00 36+00 3 2 2 3 0 5 - 9 0 8 1 3 2 2 3 0 5 - 9 1 5 6 3 2 2 3 0 5 - 9 0 7 9 32230 5 - 9 0 7 9 EX ROW 4 EX ROW 4 CAR 33+36.37, 22.71' LT CAR 33+81.28, 22.43' RT10.0'4.5'4.0' 13.5'4.5'5.0' CAR 33+48.88, 22.70' LT CAR 33+69.01, 22.33' RT 11.0'4.3'4.6'3.7'C:\pw_workdir\den003\ch2mhill_mg057136\d0601389\1 C2.10.dwg | Layout: 1C2.16PLOTTED: Nov 16, 2021-04:59:02pm By MG057136XREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwg; X-RDWY_RENTON.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwg; X-EL_RENTON.dwg; X-DR_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' SE CARR RD MILL AVE SWELLS AVE S(CAR-LINE) 1S1.21 1S1.22 RENTON SEGMENT PAVING PLAN CAR 32+00 TO CAR 36+50 1C2.16 132 A. VILLAR C. WILCOX S. FORMAN   12.0' R-4214132 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64-03 CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102 CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS NOTED) PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5 CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE TYPE AS NOTED PER CITY OF RENTON STD PLANS 104.1 AND 104.3 DOWELED CURB PER METRO STD DETAIL D109 RAISED BIKE LANE AT STATION, SEE DETAIL A/1C5.01 CEMENT CONCRETE BUS PAD (10" PCCP CLASS C-1 OVER 6" CSBC) PER METRO STD DETAIL 2/D108A CEMENT CONCRETE CROSSWALK (10" ACP CLASS B OVER 6" CSBC) PER CIVIL DETAIL ON SHEET 1.C5.02 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-03 WOOD FENCE PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02 ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG 58H22 OVER 4-IN CSBC. SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. RELOCATE EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH RECEPTACLE. CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02. PAVING NOTES PAVING LEGEND 1 2 3 4 5 6 7 8 9 10 11 12 HMA FULL DEPTH CEMENT CONCRETE CEMENT CONCRETE CROSSWALK DOWNTOWN CEMENT CONCRETE SIDEWALK LANDSCAPING I LINE STATION AREA RETAINING WALL PEDESTRIAN HANDRAIL FENCE RIGHT OF WAY (PROPOSED) FOUNDATION NOTES 1.SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES. 13 14 15 16 43+00 44+00 45+00 46+00 47+00 322305-9299 322305-9053 322305-9237 322305-9299 322305-9040 292305-9151 EX ROW EX ROW C:\pw_workdir\den003\ch2mhill_mg057136\d0601389\1 C2.10.dwg | Layout: 1C2.17PLOTTED: Nov 16, 2021-05:01:51pm By MG057136XREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwg; X-RDWY_RENTON.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwg; X-EL_RENTON.dwg; X-DR_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' SE CARR RD 105TH PL SE(CAR-LINE) RENTON SEGMENT PAVING PLAN CAR 42+50 TO CAR 47+50 1C2.17 133 A. VILLAR C. WILCOX S. FORMAN   ROUTI N G C H A N G E D 60% TO BE SUBMITTED AT A LATER DATE R-4214133 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64-03 CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102 CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS NOTED) PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5 CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE TYPE AS NOTED PER CITY OF RENTON STD PLANS 104.1 AND 104.3 DOWELED CURB PER METRO STD DETAIL D109 RAISED BIKE LANE AT STATION, SEE DETAIL A/1C5.01 CEMENT CONCRETE BUS PAD (10" PCCP CLASS C-1 OVER 6" CSBC) PER METRO STD DETAIL 2/D108A CEMENT CONCRETE CROSSWALK (10" ACP CLASS B OVER 6" CSBC) PER CIVIL DETAIL ON SHEET 1.C5.02 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-03 WOOD FENCE PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02 ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG 58H22 OVER 4-IN CSBC. SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. RELOCATE EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH RECEPTACLE. CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02. PAVING NOTES PAVING LEGEND 1 2 3 4 5 6 7 8 9 10 11 12 HMA FULL DEPTH CEMENT CONCRETE CEMENT CONCRETE CROSSWALK DOWNTOWN CEMENT CONCRETE SIDEWALK LANDSCAPING I LINE STATION AREA RETAINING WALL PEDESTRIAN HANDRAIL FENCE RIGHT OF WAY (PROPOSED) FOUNDATION NOTES 1.SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES. 13 14 15 16 48+00 49+00 50+00 51+00 52+00 322305-9063 292305 - 9 1 5 8 29230 5 - 9 1 9 8 EX ROW EX ROW C:\pw_workdir\den003\ch2mhill_mg057136\d0601389\1 C2.10.dwg | Layout: 1C2.18PLOTTED: Nov 16, 2021-05:04:35pm By MG057136XREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwg; X-RDWY_RENTON.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwg; X-EL_RENTON.dwg; X-DR_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0'106TH PL SESE CARR RD (CAR-LINE) RENTON SEGMENT PAVING PLAN CAR 47+50 TO CAR 52+50 1C2.18 134 A. VILLAR C. WILCOX S. FORMAN  106TH PL SEROUTI N G C H A N G E D 60% TO BE SUBMITTED AT A LATER DATE R-4214134 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64-03 CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102 CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS NOTED) PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5 CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE TYPE AS NOTED PER CITY OF RENTON STD PLANS 104.1 AND 104.3 DOWELED CURB PER METRO STD DETAIL D109 RAISED BIKE LANE AT STATION, SEE DETAIL A/1C5.01 CEMENT CONCRETE BUS PAD (10" PCCP CLASS C-1 OVER 6" CSBC) PER METRO STD DETAIL 2/D108A CEMENT CONCRETE CROSSWALK (10" ACP CLASS B OVER 6" CSBC) PER CIVIL DETAIL ON SHEET 1.C5.02 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-03 WOOD FENCE PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02 ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG 58H22 OVER 4-IN CSBC. SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. RELOCATE EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH RECEPTACLE. CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02. PAVING NOTES PAVING LEGEND 1 2 3 4 5 6 7 8 9 10 11 12 HMA FULL DEPTH CEMENT CONCRETE CEMENT CONCRETE CROSSWALK DOWNTOWN CEMENT CONCRETE SIDEWALK LANDSCAPING I LINE STATION AREA RETAINING WALL PEDESTRIAN HANDRAIL FENCE RIGHT OF WAY (PROPOSED) FOUNDATION NOTES 1.SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES. 13 14 15 16 0+00 1+00 2+00 3+00 4+00 54+10 53+0054+00292305-9198 322305-9063 322305-9063322305-9120 EX ROW EX ROW C:\pw_workdir\den003\ch2mhill_mg057136\d0601389\1 C2.10.dwg | Layout: 1C2.19PLOTTED: Nov 16, 2021-05:07:21pm By MG057136XREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwg; X-RDWY_RENTON.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwg; X-EL_RENTON.dwg; X-DR_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0'SE CARR RDSE PETROVITSKY RDBENSON DR S (SR 515) 108TH AVE SE (SR 515) (108TH-LINE)(CAR-LINE)RENTON SEGMENT PAVING PLAN CAR 52+50 TO 108TH 4+00 1C2.19 135 A. VILLAR C. WILCOX S. FORMAN   ROUTI N G C H A N G E D 60% TO BE SUBMITTED AT A LATER DATE R-4214135 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64-03 CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102 CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS NOTED) PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5 CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE TYPE AS NOTED PER CITY OF RENTON STD PLANS 104.1 AND 104.3 DOWELED CURB PER METRO STD DETAIL D109 RAISED BIKE LANE AT STATION, SEE DETAIL A/1C5.01 CEMENT CONCRETE BUS PAD (10" PCCP CLASS C-1 OVER 6" CSBC) PER METRO STD DETAIL 2/D108A CEMENT CONCRETE CROSSWALK (10" ACP CLASS B OVER 6" CSBC) PER CIVIL DETAIL ON SHEET 1.C5.02 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-03 WOOD FENCE PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02 ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG 58H22 OVER 4-IN CSBC. SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. RELOCATE EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH RECEPTACLE. CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02. PAVING NOTES PAVING LEGEND 1 2 3 4 5 6 7 8 9 10 11 12 HMA FULL DEPTH CEMENT CONCRETE CEMENT CONCRETE CROSSWALK DOWNTOWN CEMENT CONCRETE SIDEWALK LANDSCAPING I LINE STATION AREA RETAINING WALL PEDESTRIAN HANDRAIL FENCE RIGHT OF WAY (PROPOSED) FOUNDATION NOTES 1.SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES. 13 14 15 16 4+00 5+00 6+00 7+00 8+00 9+00 322305-9016 322305-9065 EX ROW EX ROW C:\pw_workdir\den003\ch2mhill_mg057136\d0601389\1 C2.20.dwg | Layout: 1C2.20PLOTTED: Nov 16, 2021-05:10:09pm By MG057136XREFS: KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; 18229-SV-BS_Kent.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-PARCEL-INFO.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-DR_RENTON.dwg; X-RDWY_KENT.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' 108TH AVE SE (SR 515) (108TH-LINE) RENTON SEGMENT PAVING PLAN 108TH 4+00 TO 108TH 9+00 1C2.20 136 A. VILLAR C. WILCOX S. FORMAN   ROUTI N G C H A N G E D 60% TO BE SUBMITTED AT A LATER DATE R-4214136 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64-03 CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102 CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS NOTED) PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5 CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE TYPE AS NOTED PER CITY OF RENTON STD PLANS 104.1 AND 104.3 DOWELED CURB PER METRO STD DETAIL D109 RAISED BIKE LANE AT STATION, SEE DETAIL A/1C5.01 CEMENT CONCRETE BUS PAD (10" PCCP CLASS C-1 OVER 6" CSBC) PER METRO STD DETAIL 2/D108A CEMENT CONCRETE CROSSWALK (10" ACP CLASS B OVER 6" CSBC) PER CIVIL DETAIL ON SHEET 1.C5.02 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-03 WOOD FENCE PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02 ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG 58H22 OVER 4-IN CSBC. SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. RELOCATE EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH RECEPTACLE. CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02. PAVING NOTES PAVING LEGEND 1 2 3 4 5 6 7 8 9 10 11 12 HMA FULL DEPTH CEMENT CONCRETE CEMENT CONCRETE CROSSWALK DOWNTOWN CEMENT CONCRETE SIDEWALK LANDSCAPING I LINE STATION AREA RETAINING WALL PEDESTRIAN HANDRAIL FENCE RIGHT OF WAY (PROPOSED) FOUNDATION NOTES 1.SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES. 13 14 15 16 13+00 14+00 15+00 16+00 17+00 18+00 322305-9106 074090-0120 074050-0005 074090-0110 322305-9361 322305-9065 CEX ROW EX ROW C:\pw_workdir\den003\ch2mhill_mg057136\d0601389\1 C2.20.dwg | Layout: 1C2.21PLOTTED: Nov 16, 2021-05:12:49pm By MG057136XREFS: KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; 18229-SV-BS_Kent.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-PARCEL-INFO.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-DR_RENTON.dwg; X-RDWY_KENT.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0'SE 181ST STSE 180TH ST108TH AVE SE (SR 515) (108TH-LINE) RENTON SEGMENT PAVING PLAN 108TH 13+00 TO 108TH 18+00 1C2.21 137 A. VILLAR C. WILCOX S. FORMAN   ROUTI N G C H A N G E D 60% TO BE SUBMITTED AT A LATER DATE R-4214137 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64-03 CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102 CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS NOTED) PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5 CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE TYPE AS NOTED PER CITY OF RENTON STD PLANS 104.1 AND 104.3 DOWELED CURB PER METRO STD DETAIL D109 RAISED BIKE LANE AT STATION, SEE DETAIL A/1C5.01 CEMENT CONCRETE BUS PAD (10" PCCP CLASS C-1 OVER 6" CSBC) PER METRO STD DETAIL 2/D108A CEMENT CONCRETE CROSSWALK (10" ACP CLASS B OVER 6" CSBC) PER CIVIL DETAIL ON SHEET 1.C5.02 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-03 WOOD FENCE PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02 ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG 58H22 OVER 4-IN CSBC. SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. RELOCATE EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH RECEPTACLE. CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02. PAVING NOTES PAVING LEGEND 1 2 3 4 5 6 7 8 9 10 11 12 HMA FULL DEPTH CEMENT CONCRETE CEMENT CONCRETE CROSSWALK DOWNTOWN CEMENT CONCRETE SIDEWALK LANDSCAPING I LINE STATION AREA RETAINING WALL PEDESTRIAN HANDRAIL FENCE RIGHT OF WAY (PROPOSED) FOUNDATION NOTES 1.SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES. 13 14 15 16 28+00 29+00 30+00 31+00 32+00 33+00 322305-9070 322305-9082 911710-0160 322305-9135 322305-9111 F F C TYPE R1 4.0' 4.0'6.5' 5.5' 8.0' 1 1 4 1 4 6 4 13 13 EX ROW EX ROW 4 14 12 108TH 29+66.11, 29.48' LT BEGIN1 108TH 30+82.85, 29.57' LT END 1 108TH 30+53.85, 29.54' RT BEGIN1 108TH 32+08.71, 26.54' RT 108TH 32+09.71, 58.35' RT 108TH 32+04.71, 58.51' RT 108TH 31+96.21, 58.77' RT 108TH 29+66.11, 26.48' LT 108TH 30+82.85, 26.57' LT 108TH 30+53.85, 26.54' RT 108TH 31+98.54, 133.26' RT AP 108TH 30+31.11, 35.03' LT 108TH 30+21.11, 40.00' LT 108TH 32+04.20, 138.09' RT END 1 108TH 31+15.69, 42.04' RT BEGIN12 108TH 31+89.69, 74.01' RT END125.5'10.5'5.0'5.0'5.5'10.5'5.5'5.0'5.0'C:\pw_workdir\den003\ch2mhill_mg057136\d0601389\1 C2.20.dwg | Layout: 1C2.22PLOTTED: Nov 16, 2021-05:58:11pm By MG057136XREFS: KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; 18229-SV-BS_Kent.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-PARCEL-INFO.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-DR_RENTON.dwg; X-RDWY_KENT.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' 108TH AVE SE (SR 515)SE 186TH STSE 184TH LN(108TH-LINE) 1S1.28 1S1.27 1C6.21 RENTON SEGMENT PAVING PLAN 108TH 28+00 TO 108TH 33+00 1C2.22 138 A. VILLAR C. WILCOX S. FORMAN  SE 186TH STR-4214138 52+00 53+00 54+00 55+00 56+00 57+00SE 192ND ST108TH AVE SE (SR-515)108TH AVE SE (SR-515) 322305-9035 662340-0101 662340-0107 662340-0170 662340-0183 F 5.5' 4 1 1 4 EX ROW EX ROW 14 108TH 53+33.59, 29.43' LT BEGIN1 108TH 54+62.44, 64.86' LT END 1 108TH 53+33.59, 26.43' LT 108TH 54+65.44, 26.43' LT 108TH 54+65.44, 64.89' LT 108TH 53+44.43, 39.93' LT BEGIN/AP16 108TH 54+17.44, 39.93' LT END/AP16 10.5'5.6'CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64-03 CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102 CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS NOTED) PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5 CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE TYPE AS NOTED PER CITY OF RENTON STD PLANS 104.1 AND 104.3 DOWELED CURB PER METRO STD DETAIL D109 RAISED BIKE LANE AT STATION, SEE DETAIL A/1C5.01 CEMENT CONCRETE BUS PAD (10" PCCP CLASS C-1 OVER 6" CSBC) PER METRO STD DETAIL 2/D108A CEMENT CONCRETE CROSSWALK (10" ACP CLASS B OVER 6" CSBC) PER CIVIL DETAIL ON SHEET 1.C5.02 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-03 WOOD FENCE PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02 ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG 58H22 OVER 4-IN CSBC. SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. RELOCATE EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH RECEPTACLE. CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 1C5.02. PAVING NOTES PAVING LEGEND 1 2 3 4 5 6 7 8 9 10 11 12 HMA FULL DEPTH CEMENT CONCRETE CEMENT CONCRETE CROSSWALK DOWNTOWN CEMENT CONCRETE SIDEWALK LANDSCAPING I LINE STATION AREA RETAINING WALL PEDESTRIAN HANDRAIL FENCE RIGHT OF WAY (PROPOSED) FOUNDATION NOTES 1.SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES. 13 14 15 16 C:\pw_workdir\den003\ch2mhill_mg057136\d0601389\1 C2.20.dwg | Layout: 1C2.23PLOTTED: Nov 16, 2021-05:18:21pm By MG057136XREFS: KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; 18229-SV-BS_Kent.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-PARCEL-INFO.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-DR_RENTON.dwg; X-RDWY_KENT.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' 108TH AVE SE (SR 515)SE 192ND STCITY OF RENTON(108TH-LINE)CITY OF KENT1S1.29 1C6.22 RENTON SEGMENT PAVING PLAN 108TH 52+00 TO 108TH 57+00 1C2.23 139 A. VILLAR C. WILCOX S. FORMAN   SEE VOLUME 2 FOR CITY OF KENT IMPROVEMENTS SEE VOLUME 2, SEET 2C2.01 FOR IMPROVEMENTS IN THE CITY OF KENT R-4214139 GENERAL NOTESGENERAL 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.RAILING AND BOLLARDS MAY NOT BE INSTALLED AT ALL ZONES. SEE SPECIFIC PLATFORM PLANS FOR LOCATIONS AND TYPES OF RAILINGS AND BOLLARDS. 4.ALL BUS STATION AMENITIES SHALL BE MINIMUM 1'-0" CLEAR FROM THE BACK OF PLATFORM. 5.BIKE RACKS SHALL BE MINIMUM 2'-0" CLEAR FROM BACK OF SIDEWALK, WHERE OCCURS PER PLAN. DIRECTION OF TRAVEL DIRECTION OF TRAVEL DIRECTION OF TRAVEL DIRECTION OF TRAVEL 10'x10' CLEAR ADA FRONT DOOR BOARDING AREA 5' CLR3'10' MIN5'BUS ZONE FLAG SIGN TO BE INSTALLED BY OWNER BIKE RACK, TYP LARGE RAPIDRIDE SHELTER RR2 IN MIRRORED CONFIGURATION, SEE SHEET FSI-105-00-004/001 IN RAPIDRIDE 2 KIT OF PARTS DRAWING PACKAGE CONTINUOUS DETECTIBLE WARNING ALONG BUS ZONE CONTINUOUS PAINTED CURB ALONG BUS ZONE ACCESSIBLE WAITING AREA (2'-6" x 4') BENCH, TYP TECH PYLON, SEE SHEET FSI-105-00-003/02 IN TECH PYLON DRAWING PACKAGE HARD-WIRED PEDESTRIAN LUMINAIRE, TYP, SEE LIGHTING DRAWINGS POWER PEDESTAL, SEE ELECTRICAL DRAWINGS TRASH RECEPTACLE 1' 1' 1' 1' LARGE RAPIDRIDE SHELTER RR2 RAPIDRIDE SHELTER RR2, SEE SHEET FSI-105-00-004/001 IN RAPIDRIDE 2 KIT OF PARTS DRAWING PACKAGE 10'x10' CLEAR ADA FRONT DOOR BOARDING AREA BUS ZONE FLAG SIGN TO BE INSTALLED BY OWNER BIKE RACK, TYP TECH PYLON, SEE SHEET FSI-105-00-003/02 IN TECH PYLON DRAWING PACKAGE CONTINUOUS PAINTED CURB ALONG BUS ZONE ACCESSIBLE WAITING AREA (2'-6" x 4') POWER PEDESTAL, SEE ELECTRICAL DRAWINGS LARGE RAPIDRIDE SHELTER 2, SEE SHEET FSI-105-00-004/001 IN RAPIDRIDE 2 KIT OF PARTS DRAWING PACKAGE HARD-WIRED PEDESTRIAN LUMINAIRE, TYP, SEE LIGHTING DRAWINGS TRASH RECEPTACLE BENCH, TYP 10'x10' CLEAR ADA FRONT DOOR BOARDING AREA BUS ZONE FLAG SIGN TO BE INSTALLED BY OWNER TECH PYLONSEE SHEET FSI-105-00-003/02 IN TECH PYLON DRAWING PACKAGE CONTINUOUS PAINTED CURB ALONG BUS ZONE ACCESSIBLE WAITING AREA (2'-6" x 4') POWER PEDESTAL, SEE ELECTRICAL DRAWINGS MEDIUM RAPIDRIDE SHELTER RR2 W/ LARGE FOUNDATION, SEE SHEET FSI-105-00-004/001 IN RAPIDRIDE 2 KIT OF PARTS DRAWING PACKAGE HARD-WIRED PEDESTRIAN LUMINAIRE, TYP, SEE LIGHTING DRAWINGS TRASH RECEPTACLE BENCH, TYP 10'x10' CLEAR ADA FRONT DOOR BOARDING AREA BUS ZONE FLAG SIGN TO BE INSTALLED BY OWNER CONTINUOUS PAINTED CURB ALONG BUS ZONE ACCESSIBLE WAITING AREA (2'-6" x 4') SOLAR POWERED PEDESTRIAN LUMINAIRE, TYP, SEE LIGHTING DRAWINGS TECH PYLON, SEE SHEET FSI-105-00-003/02 IN TECH PYLON DRAWING PACKAGE BENCH6" CURB1' FROM BACKOF PLATFORMTO BACK OFAMENITIES, TYP2' FROM BACKOF PLATFORMTO BIKE RACK,TYP1' FROM BACKOF PLATFORMTO BACK OFAMENITIES, TYP2' FROM BACKOF PLATFORMTO BIKE RACK,TYPSEE CIVIL DRAWINGS FOR PAVING DETAILS ADJACENT TO STATION PLATFORM SEE CIVIL DRAWINGS FOR PAVING DETAILS ADJACENT TO STATION PLATFORM SEE CIVIL DRAWINGS FOR PAVING DETAILS ADJACENT TO STATION PLATFORM SEE CIVIL DRAWINGS FOR PAVING DETAILS ADJACENT TO STATION PLATFORM LARGE RAPIDRIDE SHELTER RR2 WINDSCREEN LARGE RAPIDRIDE SHELTER RR2 WINDSCREEN LARGE RAPIDRIDE SHELTER RR2 WINDSCREEN MEDIUM RAPIDRIDE SHELTER RR2 WINDSCREEN SEE CIVIL DRAWINGS FOR PAVING SEE CIVIL DRAWINGS FOR PAVING SEE CIVIL DRAWINGS FOR PAVING SEE CIVIL DRAWINGS FOR PAVING 4' 4'1' FROM BACKOF PLATFORMTO BACK OFAMENITIES, TYP3'10' MIN6" CURB3'10' MIN6" CURB3'10' MIN6" CURB1' FROM BACKOF PLATFORMTO BACK OFAMENITIES, TYP5'-0" CLR 5'-0" CLR 5'-0" CLR 10' MIN3'1'0.5' CURBBUS ZONE FLAG SIGN TO BE INSTALLED BY OWNER SEE CIVIL DRAWINGS FOR PAVING HARD-WIRED PEDESTRIAN LUMINAIRE, TYP, SEE LIGHTING DRAWINGS BIKE RACK, TYP HARD-WIRED PEDESTRIAN LUMINAIRE, TYP, SEE LIGHTING DRAWINGS BIKE RACK, TYP HARD-WIRED PEDESTRIAN LUMINAIRE, TYP, SEE LIGHTING DRAWINGS RENTON SEGMENT TYPICAL STATION LAYOUT 1S3.01 140 J. VONG J. BAKKE J. HOWARD C:\pw_workdir\den003\ext_sn083213\d0601389\1 S3.01.dwg | Layout: 1S3.01PLOTTED: Nov 05, 2021-01:49:03pm By snowaczykXREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL STATE O F WASHIN G T ONNO.8 .JU L IE T B.VON G 57 EXPLICENSE D LANDSCAP E A R C HITECT02/2022 METRO PROJECT ENGINEER SCALE: I LINE RAPIDRIDE STANDARD STATION STATION TIER 2 NTS SCALE: I LINE RAPIDRIDE STANDARD STATION STATION TIER 1 NTS SCALE: I LINE RAPIDRIDE STANDARD STATION STATION TIER 1L NTS SCALE: I LINE RAPIDRIDE STANDARD STATION STATION TIER 3 NTSB 1 S5.01A1 S5.01A1 S5.01A1 S5.01A / 1 S4.01 B / 1 S4.01 C / 1 S4.01 D / 1 S4.01 SCALE: I LINE RAPIDRIDE STANDARD STATION STATION TIER 3 LOW NTS S6.01 C S6.01 B S6.01 A S6.01 B S6.01 B S6.01 A S6.01 A S6.01 A S6.01 CB1 S5.01B1 S5.01B1 S5.01R-4214140 GENERAL STATION NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE MEASURED TO THE BACK OF CURB. 2.SEE SITE PREP PLANS FOR REMOVAL OR MODIFICATION OF EXISTING METRO ASSETS AT STATIONS. 3.SEE TYPICAL STATION LAYOUTS FOR LAYOUT OF TYPICAL STATION TIER AMENITIES. 4.UNLESS OTHERWISE NOTED, STATION AMENITIES FOLLOW TYPICAL STATION LAYOUTS. 5.SEE ROADWAY TYPICAL SECTIONS AND PAVING PLANS FOR PAVING AND GRADING INFORMATION. 6.SEE DRAINAGE PLANS FOR SHELTER DRAINAGE DETAILS. 7.SEE SIGNING AND STRIPING PLANS FOR STATION SIGN INFORMATION. 8.SEE STRUCTURAL PLANS FOR RETAINING WALL AND FOUNDATION INFORMATION. 9.SEE ELECTRICAL PLANS FOR TECH PYLON AND POWER PEDESTAL DETAILS. 10.SEE ILLUMINATION PLANS FOR STATION LIGHTING INFORMATION. 11.SEE SHEET 1S6.01 FOR BENCH, TRASH CAN, AND BIKE RACK DETAILS. 12.SEE SHEET 1S5.01 FOR PEDESTRIAN GUARDRAIL AND BOLLARD DETAILS. NEW SITE FURNITURE/FIXTURE NOTES 1.BENCHES, LITTER RECEPTACLES AND BIKE LOOPS: METRO TRANSIT WILL FURNISH, TRANSPORT AND INSTALL THE SITE FURNITURE AT EACH BUS ZONE. 2.PEDESTRIAN LIGHT POLES AND LUMINARIES: CONTRACTOR SHALL BE RESPONSIBLE TO INSTALL FOUNDATIONS FOR PEDESTRIAN LIGHT POLES AND LUMINARIES. TASKS SHALL INCLUDE PROVIDING AND INSTALLING J-BOLTS, CONDUITS, GROUNDING RODS, REBARS, AND OTHER MATERIALS FOR THE FOUNDATIONS. OBTAIN LIGHT POLE BASE BOLT CIRCLE PRIOR TO SETTING FOUNDATIONS. UNLESS STATED OTHERWISE ON THE ELECTRICAL SITE PLANS, METRO TRANSIT WILL SUPPLY PEDESTRIAN LIGHT POLES AND LUMINARIES. CONTRACTOR SHALL PICK UP AND TRANSPORT THE LIGHTING HARDWARE FROM METRO SOUTH FACILITIES TO EACH PROJECT SITE. METRO'S SOUTH FACILITIES IS LOCATED AT 11911 EAST MARGINAL WAY S, BUILDING C, TUKWILA, WASHINGTON 98168. CONTACT MATT RAWSON AT (206) 263-5681 AT LEAST 72 HOURS IN ADVANCE. CONTRACTOR SHALL PROVIDE ALL HARDWARE AND CONDUCTORS REQUIRED TO CONNECT AND THE PEDESTRIAN LUMINARIES TO THE POWER PEDESTAL OR OTHER POWER SOURCE AS SHOWN ON ELECTRICAL PLANS AND TO MAKE THE LUMINARIES FUNCTIONAL. 3.BUS SHELTERS, RAPIDRIDE TECHNOLOGY PYLONS, AND BLADE MARKERS: METRO TRANSIT WILL PROVIDE, TRANSPORT, AND INSTALL THE FIXTURES/FURNITURE UPON COMPLETION OF THE SITE WORK, INCLUDING THE POWER CONNECTION FROM THE FOUNDATIONS TO THE FIXTURES/FURNITURE. CONTRACTOR SHALL PROVIDE CONDUITS AND PULL CONDUCTORS BETWEEN POWER SOURCE AND THE FOUNDATIONS. 4.BUS SIGNS, UNLESS OTHERWISE SPECIFICALLY INDICATED ON THE DRAWINGS, METRO TRANSIT WILL FURNISH AND INSTALL BUS SIGNS AT THE ZONES. 5.OTHER FURNITURE AND HARDWARE NOT MENTIONED IN THIS LIST: FURNISH AND INSTALL OTHER FURNITURE/HARDWARE NOT LISTED BUT SHOWN ON THE DRAWINGS.C:\pw_workdir\den003\jeg_ngaier\d0601389\1 S1.01.dwg | Layout: 1S1.00PLOTTED: Nov 15, 2021-09:34:53am By NGAIERXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-RDWY_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; X-PARCEL-INFO.dwg; X-DR_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-UT_RENTON.dwg; X-LEGEND.dwg; X-GRAD_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER RENTON SEGMENT STATION GENERAL NOTES 1S1.00 141 A. VILLAR C. WILCOX S. FORMAN   R-4214141 10'55' EXISTING STATION. MODIFY SIGN TO I LINE STATION. SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 BOLLARD PER DETAIL C ON SHEET 1S5.01 STATION NOTES 1 2 3 STATION LEGEND I LINE STATION AREA BOUNDARY PEDESTRIAN LUMINAIRE BUS FLAG (WITHIN STATION BOUNDARY) ADA CLEAR LANDING ZONE MIDDLE/BACK DOOR LANDING ZONE TRASH RECEPTACLE TECH PYLON BENCH SHELTER FOUNDATION POWER PEDESTAL HANDHOLE BIKE RACK RETAINING WALL PEDESTRIAN GUARDRAIL BOLLARD DETECTABLE WARNING SURFACE RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) 4 F NOTES 1.SEE SHEET 1S1.00 FOR GENERAL STATION NOTES. 5 6 STATION 46465 (OB) AMENITIES DESCRIPTION TYPE QTY FLAG 1 SCHEDULE HOLDER 1 C:\pw_workdir\den003\jeg_ngaier\d0601389\1 S1.01.dwg | Layout: 1S1.01PLOTTED: Nov 15, 2021-09:35:49am By NGAIERXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-RDWY_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; X-PARCEL-INFO.dwg; X-DR_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-UT_RENTON.dwg; X-LEGEND.dwg; X-GRAD_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 5'10' SCALE: 1" = 5' 0' STATION 46465 (OB) EXISTING RAPIDRIDE STATION (BAY 2) RENTON TRANSIT CENTER 1 LOCATION MAP STATION PLAN LOGAN AVE SMORRIS AVE SBURNETT AVE SWILLIAMS AVE SS 2ND ST S 3RD ST RENTON SEGMENT STATION PLAN ID# 46465 1S1.01 142 A. VILLAR C. WILCOX S. FORMAN   R-4214142 SSSSSSSSSS10'55' EXISTING STATION. MODIFY SIGN TO I LINE STATION. SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 BOLLARD PER DETAIL C ON SHEET 1S5.01 STATION NOTES 1 2 3 STATION LEGEND I LINE STATION AREA BOUNDARY PEDESTRIAN LUMINAIRE BUS FLAG (WITHIN STATION BOUNDARY) ADA CLEAR LANDING ZONE MIDDLE/BACK DOOR LANDING ZONE TRASH RECEPTACLE TECH PYLON BENCH SHELTER FOUNDATION POWER PEDESTAL HANDHOLE BIKE RACK RETAINING WALL PEDESTRIAN GUARDRAIL BOLLARD DETECTABLE WARNING SURFACE RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) 4 F NOTES 1.SEE SHEET 1S1.00 FOR GENERAL STATION NOTES. 5 6 STATION 46465 (IB) AMENITIES DESCRIPTION TYPE QTY FLAG 1 SCHEDULE HOLDER 1 C:\pw_workdir\den003\jeg_ngaier\d0601389\1 S1.01.dwg | Layout: 1S1.02PLOTTED: Nov 15, 2021-09:37:00am By NGAIERXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-RDWY_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; X-PARCEL-INFO.dwg; X-DR_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-UT_RENTON.dwg; X-LEGEND.dwg; X-GRAD_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 5'10' SCALE: 1" = 5' 0'LOGAN AVE SSTATION 46465 (IB) EXISTING RAPIDRIDE STATION (BAY 3) 1 RENTON TRANSIT CENTER (LOG-LINE)LOCATION MAPLOGAN AVE SMORRIS AVE SBURNETT AVE SWILLIAMS AVE SS 2ND ST S 3RD ST STATION PLAN RENTON SEGMENT STATION PLAN ID# 46465 1S1.02 143 A. VILLAR C. WILCOX S. FORMAN   R-4214143 24+00 8'55' EXISTING STATION. MODIFY SIGN TO I LINE STATION. SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 BOLLARD PER DETAIL C ON SHEET 1S5.01 STATION NOTES 1 2 3 STATION LEGEND I LINE STATION AREA BOUNDARY PEDESTRIAN LUMINAIRE BUS FLAG (WITHIN STATION BOUNDARY) ADA CLEAR LANDING ZONE MIDDLE/BACK DOOR LANDING ZONE TRASH RECEPTACLE TECH PYLON BENCH SHELTER FOUNDATION POWER PEDESTAL HANDHOLE BIKE RACK RETAINING WALL PEDESTRIAN GUARDRAIL BOLLARD DETECTABLE WARNING SURFACE RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) 4 F NOTES 1.SEE SHEET 1S1.00 FOR GENERAL STATION NOTES. 5 6 STATION 45320 (OB) AMENITIES DESCRIPTION TYPE QTY FLAG 1 SCHEDULE HOLDER 1 C:\pw_workdir\den003\jeg_ngaier\d0601389\1 S1.01.dwg | Layout: 1S1.03PLOTTED: Nov 15, 2021-09:38:11am By NGAIERXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-RDWY_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; X-PARCEL-INFO.dwg; X-DR_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-UT_RENTON.dwg; X-LEGEND.dwg; X-GRAD_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 5'10' SCALE: 1" = 5' 0'S 2ND ST STATION 45320 (OB) EXISTING RAPIDRIDE STATION 1 (2ND-LINE) STATION PLAN LOCATION MAP S 2ND STLAKE AVE SSHATTUCK AVE SRENTON SEGMENT STATION PLAN ID# 45320 1S1.03 144 A. VILLAR C. WILCOX S. FORMAN  RAINIER AVE SR-4214144 26+00 8'55' EXISTING STATION. MODIFY SIGN TO I LINE STATION. SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 BOLLARD PER DETAIL C ON SHEET 1S5.01 STATION NOTES 1 2 3 STATION LEGEND I LINE STATION AREA BOUNDARY PEDESTRIAN LUMINAIRE BUS FLAG (WITHIN STATION BOUNDARY) ADA CLEAR LANDING ZONE MIDDLE/BACK DOOR LANDING ZONE TRASH RECEPTACLE TECH PYLON BENCH SHELTER FOUNDATION POWER PEDESTAL HANDHOLE BIKE RACK RETAINING WALL PEDESTRIAN GUARDRAIL BOLLARD DETECTABLE WARNING SURFACE RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) 4 F NOTES 1.SEE SHEET 1S1.00 FOR GENERAL STATION NOTES. 5 6 STATION 46440 (IB) AMENITIES DESCRIPTION TYPE QTY FLAG 1 SCHEDULE HOLDER 1 C:\pw_workdir\den003\jeg_ngaier\d0601389\1 S1.01.dwg | Layout: 1S1.04PLOTTED: Nov 15, 2021-09:39:26am By NGAIERXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-RDWY_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; X-PARCEL-INFO.dwg; X-DR_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-UT_RENTON.dwg; X-LEGEND.dwg; X-GRAD_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 5'10' SCALE: 1" = 5' 0' S 3RD ST STATION 46440 (IB) EXISTING RAPIDRIDE STATION 1 (3RD-LINE) LOCATION MAPRAINIER AVE SSW SUNSET BLVD S 3RD ST STATION PLAN S 3RD PL RENTON SEGMENT STATION PLAN ID# 46440 1S1.04 145 A. VILLAR C. WILCOX S. FORMAN   R-4214145 23+00 55'12.9'EXISTING STATION. MODIFY SIGN TO I LINE STATION. SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 BOLLARD PER DETAIL C ON SHEET 1S5.01 STATION NOTES 1 2 3 STATION LEGEND I LINE STATION AREA BOUNDARY PEDESTRIAN LUMINAIRE BUS FLAG (WITHIN STATION BOUNDARY) ADA CLEAR LANDING ZONE MIDDLE/BACK DOOR LANDING ZONE TRASH RECEPTACLE TECH PYLON BENCH SHELTER FOUNDATION POWER PEDESTAL HANDHOLE BIKE RACK RETAINING WALL PEDESTRIAN GUARDRAIL BOLLARD DETECTABLE WARNING SURFACE RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) 4 F NOTES 1.SEE SHEET 1S1.00 FOR GENERAL STATION NOTES. 5 6 STATION 59891 (OB) AMENITIES DESCRIPTION TYPE QTY FLAG 1 SCHEDULE HOLDER 1 C:\pw_workdir\den003\jeg_ngaier\d0601389\1 S1.01.dwg | Layout: 1S1.05PLOTTED: Nov 15, 2021-09:40:42am By NGAIERXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-RDWY_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; X-PARCEL-INFO.dwg; X-DR_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-UT_RENTON.dwg; X-LEGEND.dwg; X-GRAD_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 5'10' SCALE: 1" = 5' 0' RAINIER AVE S STATION 59891 (OB) EXISTING RAPIDRIDE STATION (RAI-LINE) 1 STATION PLAN LOCATION MAP RAINIER AVE SS 3RD STS 3RD PLS 4TH PLRENTON SEGMENT STATION PLAN ID# 59891 1S1.05 146 A. VILLAR C. WILCOX S. FORMAN   R-4214146 26+0013'55' EXISTING STATION. MODIFY SIGN TO I LINE STATION. SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 BOLLARD PER DETAIL C ON SHEET 1S5.01 STATION NOTES 1 2 3 STATION LEGEND I LINE STATION AREA BOUNDARY PEDESTRIAN LUMINAIRE BUS FLAG (WITHIN STATION BOUNDARY) ADA CLEAR LANDING ZONE MIDDLE/BACK DOOR LANDING ZONE TRASH RECEPTACLE TECH PYLON BENCH SHELTER FOUNDATION POWER PEDESTAL HANDHOLE BIKE RACK RETAINING WALL PEDESTRIAN GUARDRAIL BOLLARD DETECTABLE WARNING SURFACE RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) 4 F NOTES 1.SEE SHEET 1S1.00 FOR GENERAL STATION NOTES. 5 6 RAINIER AVE S STATION 59870 (IB) AMENITIES DESCRIPTION TYPE QTY FLAG 1 SCHEDULE HOLDER 1 C:\pw_workdir\den003\jeg_ngaier\d0601389\1 S1.01.dwg | Layout: 1S1.06PLOTTED: Nov 15, 2021-09:42:11am By NGAIERXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-RDWY_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; X-PARCEL-INFO.dwg; X-DR_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-UT_RENTON.dwg; X-LEGEND.dwg; X-GRAD_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 5'10' SCALE: 1" = 5' 0'RAINIER AVE S STATION 59870 (IB) EXISTING RAPIDRIDE STATION1 (RAI-LINE) LOCATION MAP STATION PLAN RAINIER AVE S SHA T T U C K A V E SS 3RD PLS 4TH PLRENTON SEGMENT STATION PLAN ID# 59870 1S1.06 147 A. VILLAR C. WILCOX S. FORMAN   R-4214147 12+0013+00 EXISTING STATION. MODIFY SIGN TO I LINE STATION. SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 BOLLARD PER DETAIL C ON SHEET 1S5.01 STATION NOTES 1 2 3 STATION LEGEND I LINE STATION AREA BOUNDARY PEDESTRIAN LUMINAIRE BUS FLAG (WITHIN STATION BOUNDARY) ADA CLEAR LANDING ZONE MIDDLE/BACK DOOR LANDING ZONE TRASH RECEPTACLE TECH PYLON BENCH SHELTER FOUNDATION POWER PEDESTAL HANDHOLE BIKE RACK RETAINING WALL PEDESTRIAN GUARDRAIL BOLLARD DETECTABLE WARNING SURFACE RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) 4 F NOTES 1.SEE SHEET 1S1.00 FOR GENERAL STATION NOTES. 5 6 STATION 59842 (OB) AMENITIES DESCRIPTION TYPE QTY FLAG 1 SCHEDULE HOLDER 1 C:\pw_workdir\den003\jeg_ngaier\d0601389\1 S1.01.dwg | Layout: 1S1.07PLOTTED: Nov 15, 2021-09:43:18am By NGAIERXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-RDWY_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; X-PARCEL-INFO.dwg; X-DR_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-UT_RENTON.dwg; X-LEGEND.dwg; X-GRAD_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 5'10' SCALE: 1" = 5' 0' LAKE AVE S STATION 59842 (OB) PROPOSED RAPIDRIDE STATION TO BE CONSTRUCTED BY OTHERS (NO SURVEY AVAILABLE) (LAK-LINE) LOCATION MAP LAKE AVE S S 7TH ST SHATTUCK AVE SS GRAD Y W A Y STATION PLAN RAINIER AVE SRENTON SEGMENT STATION PLAN ID# 59842 1S1.07 148 A. VILLAR C. WILCOX S. FORMAN   R-4214148 11+0012+00 EXISTING STATION. MODIFY SIGN TO I LINE STATION. SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 BOLLARD PER DETAIL C ON SHEET 1S5.01 STATION NOTES 1 2 3 STATION LEGEND I LINE STATION AREA BOUNDARY PEDESTRIAN LUMINAIRE BUS FLAG (WITHIN STATION BOUNDARY) ADA CLEAR LANDING ZONE MIDDLE/BACK DOOR LANDING ZONE TRASH RECEPTACLE TECH PYLON BENCH SHELTER FOUNDATION POWER PEDESTAL HANDHOLE BIKE RACK RETAINING WALL PEDESTRIAN GUARDRAIL BOLLARD DETECTABLE WARNING SURFACE RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) 4 F NOTES 1.SEE SHEET 1S1.00 FOR GENERAL STATION NOTES. 5 6 STATION 55938 (IB) AMENITIES DESCRIPTION TYPE QTY FLAG 1 SCHEDULE HOLDER 1 C:\pw_workdir\den003\jeg_ngaier\d0601389\1 S1.01.dwg | Layout: 1S1.08PLOTTED: Nov 15, 2021-09:44:21am By NGAIERXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-RDWY_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; X-PARCEL-INFO.dwg; X-DR_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-UT_RENTON.dwg; X-LEGEND.dwg; X-GRAD_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 5'10' SCALE: 1" = 5' 0' LAKE AVE S STATION 55938 (IB) PROPOSED RAPIDRIDE STATION TO BE CONSTRUCTED BY OTHERS (NO SURVEY AVAILABLE) (LAK-LINE) LOCATION MAP LAKE AVE S S 7TH ST SHATTUCK AVE SS GRA D Y W A Y STATION PLAN RAINIER AVE SRENTON SEGMENT STATION PLAN ID# 55938 1S1.08 149 A. VILLAR C. WILCOX S. FORMAN   R-4214149 10'8'23+00 24+005'55' GRA 23+85.54, 51.89' LT ELEV 28.97 GRA 23+85.78, 41.89' LT ELEV 28.82 GRA 23+29.82, 50.22' LT ELEV 28.82 GRA 23+30.20, 40.23' LT ELEV 28.67 GRA 23+45.09, 50.76' LT3 GRA 23+58.54, 51.18' LT3 F 6' 9.5' 12'10'10'8'EXISTING STATION. MODIFY SIGN TO I LINE STATION. SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 BOLLARD PER DETAIL C ON SHEET 1S5.01 STATION NOTES 1 2 3 STATION LEGEND I LINE STATION AREA BOUNDARY PEDESTRIAN LUMINAIRE BUS FLAG (WITHIN STATION BOUNDARY) ADA CLEAR LANDING ZONE MIDDLE/BACK DOOR LANDING ZONE TRASH RECEPTACLE TECH PYLON BENCH SHELTER FOUNDATION POWER PEDESTAL HANDHOLE BIKE RACK RETAINING WALL PEDESTRIAN GUARDRAIL BOLLARD DETECTABLE WARNING SURFACE RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) 4 F NOTES 1.SEE SHEET 1S1.00 FOR GENERAL STATION NOTES. 5 6 STATION 59841 (IB) AMENITIES DESCRIPTION TYPE QTY SHELTER FOUNDATION LARGE 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 1 TECH PYLON 1 STATION 59841 (IB) AMENITIES STATION 59841 (IB) AMENITIES RTIS 2 ORCA CARD READER MOUNTED TO TECH PYLON 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 3 BOLLARD 0 PEDESTRIAN GUARDRAIL 0 S GRADY WAY C:\pw_workdir\den003\jeg_ngaier\d0601389\1 S1.01.dwg | Layout: 1S1.09PLOTTED: Nov 15, 2021-09:45:56am By NGAIERXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-RDWY_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; X-PARCEL-INFO.dwg; X-DR_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-UT_RENTON.dwg; X-LEGEND.dwg; X-GRAD_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 5'10' SCALE: 1" = 5' 0' (GRA-LINE) LOCATION MAP S GRADY WAY TALBOT RD SSHATTUCK AVE SBUR N E T T A V E S STATION PLAN S 7 T H S T RENTON SEGMENT STATION PLAN ID# 59841 1S1.09 150 A. VILLAR C. WILCOX S. FORMAN   STATION 59841(IB) TIER 1 R-4214150 23+00 10'55'5'8'GRA 23+09.50, 61.00' RT ELEV 30.92 GRA 23+35.73, 60.90' RT2 GRA 23+48.80, 60.92' RT3 GRA 23+63.64, 61.00' RT ELEV 30.71 GRA 23+63.71, 51.00' RT ELEV 30.56 GRA 23+09.43, 51.00' RT ELEV 30.77 F 13'6' BOLLARDS (12) AT 5' ON CENTER GRA 22+97.66, 62.00' RT 10' EXISTING STATION. MODIFY SIGN TO I LINE STATION. SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 BOLLARD PER DETAIL C ON SHEET 1S5.01 STATION NOTES 1 2 3 STATION LEGEND I LINE STATION AREA BOUNDARY PEDESTRIAN LUMINAIRE BUS FLAG (WITHIN STATION BOUNDARY) ADA CLEAR LANDING ZONE MIDDLE/BACK DOOR LANDING ZONE TRASH RECEPTACLE TECH PYLON BENCH SHELTER FOUNDATION POWER PEDESTAL HANDHOLE BIKE RACK RETAINING WALL PEDESTRIAN GUARDRAIL BOLLARD DETECTABLE WARNING SURFACE RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) 4 F NOTES 1.SEE SHEET 1S1.00 FOR GENERAL STATION NOTES. 5 6 STATION 55936 (OB) AMENITIES DESCRIPTION TYPE QTY SHELTER FOUNDATION LARGE 1 SHELTER LARGE 1 REAR WINDSCREEN 1 LEFT WINDSCREEN 0 RIGHT WINDSCREEN 1 REAR WINDSCREEN WITH LEAN RAIL 1 FLAG 1 FLAG POST 1 ROUTE HOLDER 1 STATION 55936 (OB) AMENITIES STATION 55936 (OB) AMENITIES SCHEDULE HOLDER 1 TECH PYLON FOUNDATION 1 TECH PYLON 1 RTIS 2 ORCA CARD READER MOUNTED TO TECH PYLON 1 RAPIDRIDE MAP CASE 1 TEXT TO SPEECH PLACARD 1 ORCA SIGN 1 STATION 55936 (OB) AMENITIES STATION 55936 (OB) AMENITIES PEDESTRIAN LUMINAIRE FOUNDATION 2 PEDESTRIAN LUMINAIRE HARDWIRED 2 CURB PAINT 1 TRASH RECEPTACLE 1 FREESTANDING BENCH 2 BIKE RACK 3 BOLLARD 12 PEDESTRIAN GUARDRAIL 0 C:\pw_workdir\den003\jeg_ngaier\d0601389\1 S1.10.dwg | Layout: 1S1.10PLOTTED: Nov 15, 2021-09:47:35am By NGAIERXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; 18229-SV-BS_Renton.dwg; X-RDWY_RENTON.dwg; 18229-SV-ROW.dwg; X-STATION_RENTON.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-PARCEL-INFO.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-GRAD_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 5'10' SCALE: 1" = 5' 0' S GRADY WAY (GRA-LINE) LOCATION MAP S GRADY WAY TALBOT RD SSHATTUCK AVE SSTATION PLAN STATION 55936 (OB) TIER 1 RENTON SEGMENT STATION PLAN ID# 55936 1S1.10 151 A. VILLAR C. WILCOX S. FORMAN   6 R-4214151 EXISTING STATION. MODIFY SIGN TO I LINE STATION. SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 BOLLARD PER DETAIL C ON SHEET 1S5.01 STATION NOTES 1 2 3 STATION LEGEND I LINE STATION AREA BOUNDARY PEDESTRIAN LUMINAIRE BUS FLAG (WITHIN STATION BOUNDARY) ADA CLEAR LANDING ZONE MIDDLE/BACK DOOR LANDING ZONE TRASH RECEPTACLE TECH PYLON BENCH SHELTER FOUNDATION POWER PEDESTAL HANDHOLE BIKE RACK RETAINING WALL PEDESTRIAN GUARDRAIL BOLLARD DETECTABLE WARNING SURFACE RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) 4 F NOTES 1.SEE SHEET 1S1.00 FOR GENERAL STATION NOTES. 5 6 34+00 35+00 43'6'12'10'TAL-B 35+02.91, 47.21' RT ELEV 93.32 TAL-B 35+02.46, 37.22' RT ELEV 93.17 TAL-B 34+90.48, 37.77' RT ELEV 92.57 TAL-B 34+90.92, 47.75' RT ELEV 92.72 6'STATION 59934 (OB) AMENITIES DESCRIPTION TYPE QTY FLAG 1 FLAG POST 1 SCHEDULE HOLDER 1 CURB PAINT 1 BOLLARD 0 PEDESTRIAN GUARDRAIL 0 C:\pw_workdir\den003\jeg_ngaier\d0601389\1 S1.10.dwg | Layout: 1S1.11PLOTTED: Nov 15, 2021-09:48:35am By NGAIERXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; 18229-SV-BS_Renton.dwg; X-RDWY_RENTON.dwg; 18229-SV-ROW.dwg; X-STATION_RENTON.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-PARCEL-INFO.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-GRAD_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 5'10' SCALE: 1" = 5' 0' STATION 59934 (OB) TIER 3(LOW) BENSON DR S (SR 515) (TAL-B-LINE) STATION PLAN LOCATION MAP BENSON DR S S 15TH STS PUGET DR TA L B O T R D SS 16TH STSMITHERS A V E S RENTON SEGMENT STATION PLAN ID# 59934 1S1.11 152 A. VILLAR C. WILCOX S. FORMAN   TALBOT RD S R-4214152 EXISTING STATION. MODIFY SIGN TO I LINE STATION. SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 BOLLARD PER DETAIL C ON SHEET 1S5.01 STATION NOTES 1 2 3 STATION LEGEND I LINE STATION AREA BOUNDARY PEDESTRIAN LUMINAIRE BUS FLAG (WITHIN STATION BOUNDARY) ADA CLEAR LANDING ZONE MIDDLE/BACK DOOR LANDING ZONE TRASH RECEPTACLE TECH PYLON BENCH SHELTER FOUNDATION POWER PEDESTAL HANDHOLE BIKE RACK RETAINING WALL PEDESTRIAN GUARDRAIL BOLLARD DETECTABLE WARNING SURFACE RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) 4 F NOTES 1.SEE SHEET 1S1.00 FOR GENERAL STATION NOTES. 5 6 37+00 5'43' 12'10'TAL-B 37+16.42, 30.37' LTTAL-B 37+04.42, 30.44' LT TAL-B 37+04.47, 40.44' LT ELEV 102.42 TAL-B 37+16.44, 40.37' LT ELEV 102.89 5'ELEV 102.74ELEV 102.27 STATION 59830 (IB) AMENITIES DESCRIPTION TYPE QTY FLAG 1 FLAG POST 1 SCHEDULE HOLDER 1 CURB PAINT 1 BOLLARD 0 PEDESTRIAN GUARDRAIL 0 C:\pw_workdir\den003\jeg_ngaier\d0601389\1 S1.10.dwg | Layout: 1S1.12PLOTTED: Nov 15, 2021-09:49:31am By NGAIERXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; 18229-SV-BS_Renton.dwg; X-RDWY_RENTON.dwg; 18229-SV-ROW.dwg; X-STATION_RENTON.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-PARCEL-INFO.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-GRAD_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 5'10' SCALE: 1" = 5' 0' STATION 59830 (IB) TIER 3(LOW) BENSON DR S (SR 515) (TAL-B-LINE) STATION PLAN LOCATION MAP BENSON DR S S 15TH STS PUGET DR TA L B O T R D SS 16TH STSMITHERS A V E S RENTON SEGMENT STATION PLAN ID# 59830 1S1.12 153 A. VILLAR C. WILCOX S. FORMAN   TALBOT RD S R-4214153 EXISTING STATION. MODIFY SIGN TO I LINE STATION. SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 BOLLARD PER DETAIL C ON SHEET 1S5.01 STATION NOTES 1 2 3 STATION LEGEND I LINE STATION AREA BOUNDARY PEDESTRIAN LUMINAIRE BUS FLAG (WITHIN STATION BOUNDARY) ADA CLEAR LANDING ZONE MIDDLE/BACK DOOR LANDING ZONE TRASH RECEPTACLE TECH PYLON BENCH SHELTER FOUNDATION POWER PEDESTAL HANDHOLE BIKE RACK RETAINING WALL PEDESTRIAN GUARDRAIL BOLLARD DETECTABLE WARNING SURFACE RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) 4 F NOTES 1.SEE SHEET 1S1.00 FOR GENERAL STATION NOTES. 5 6 26+00 5.5'43' 12'10'8'TAL-21 25+98.73, 28.35' LT ELEV 193.83 TAL-21 25+98.72, 18.42' LT ELEV 193.69 TAL-21 26+10.72, 18.42' LT ELEV 193.01 TAL-21 26+10.73, 28.35' LT ELEV 193.17 10' STATION 60366 (IB) AMENITIES DESCRIPTION TYPE QTY FLAG 1 FLAG POST 1 SCHEDULE HOLDER 1 CURB PAINT 1 BOLLARD 0 PEDESTRIAN GUARDRAIL 0 C:\pw_workdir\den003\jeg_ngaier\d0601389\1 S1.10.dwg | Layout: 1S1.13PLOTTED: Nov 15, 2021-09:50:25am By NGAIERXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; 18229-SV-BS_Renton.dwg; X-RDWY_RENTON.dwg; 18229-SV-ROW.dwg; X-STATION_RENTON.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-PARCEL-INFO.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-GRAD_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 5'10' SCALE: 1" = 5' 0' STATION 60366 (IB) TIER 3(LOW) TALBOT RD S (TAL-21-LINE) LOCATION MAP TALBO T R D S TALBOT C R E S T D R S S 23RD ST STATION PLAN RENTON SEGMENT STATION PLAN ID# 60366 1S1.13 154 A. VILLAR C. WILCOX S. FORMAN   R-4214154 EXISTING STATION. MODIFY SIGN TO I LINE STATION. SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 BOLLARD PER DETAIL C ON SHEET 1S5.01 STATION NOTES 1 2 3 STATION LEGEND I LINE STATION AREA BOUNDARY PEDESTRIAN LUMINAIRE BUS FLAG (WITHIN STATION BOUNDARY) ADA CLEAR LANDING ZONE MIDDLE/BACK DOOR LANDING ZONE TRASH RECEPTACLE TECH PYLON BENCH SHELTER FOUNDATION POWER PEDESTAL HANDHOLE BIKE RACK RETAINING WALL PEDESTRIAN GUARDRAIL BOLLARD DETECTABLE WARNING SURFACE RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) 4 F NOTES 1.SEE SHEET 1S1.00 FOR GENERAL STATION NOTES. 5 6 28+00 PLPL PL PL PL PLPLPLPL PL PL PL PLPLPL PL PL PL8'43'10'12' TAL-21 28+29.99, 18.86' RT ELEV 186.31 TAL-21 28+30.07, 28.86' RT ELEV 186.46 TAL-21 28+18.43, 29.02' RT ELEV 186.83 TAL-21 28+18.23, 19.03' RT ELEV 186.79 6'STATION 59944 (OB) AMENITIES DESCRIPTION TYPE QTY FLAG 1 FLAG POST 1 SCHEDULE HOLDER 1 CURB PAINT 1 BOLLARD 0 PEDESTRIAN GUARDRAIL 0 C:\pw_workdir\den003\jeg_ngaier\d0601389\1 S1.10.dwg | Layout: 1S1.14PLOTTED: Nov 15, 2021-09:51:20am By NGAIERXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; 18229-SV-BS_Renton.dwg; X-RDWY_RENTON.dwg; 18229-SV-ROW.dwg; X-STATION_RENTON.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-PARCEL-INFO.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-GRAD_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 5'10' SCALE: 1" = 5' 0' STATION 59944 (OB) TIER 3(LOW) TALBOT RD S (TAL-21-LINE) LOCATION MAP TALBO T R D S TALBOT C R E S T D R S S 23RD ST STATION PLAN RENTON SEGMENT STATION PLAN ID# 59944 1S1.14 155 A. VILLAR C. WILCOX S. FORMAN   R-4214155 EXISTING STATION. MODIFY SIGN TO I LINE STATION. SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 BOLLARD PER DETAIL C ON SHEET 1S5.01 STATION NOTES 1 2 3 STATION LEGEND I LINE STATION AREA BOUNDARY PEDESTRIAN LUMINAIRE BUS FLAG (WITHIN STATION BOUNDARY) ADA CLEAR LANDING ZONE MIDDLE/BACK DOOR LANDING ZONE TRASH RECEPTACLE TECH PYLON BENCH SHELTER FOUNDATION POWER PEDESTAL HANDHOLE BIKE RACK RETAINING WALL PEDESTRIAN GUARDRAIL BOLLARD DETECTABLE WARNING SURFACE RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) 4 F NOTES 1.SEE SHEET 1S1.00 FOR GENERAL STATION NOTES. 5 6 57+00 43'12'10'8'TAL-21 56+99.16, 25.89' RT ELEV 100.76 TAL-21 56+99.01, 15.89' RT ELEV 100.60 TAL-21 57+11.01, 15.70' RT ELEV 100.76 TAL-21 57+11.15, 25.70' RT ELEV 100.914'10' 8' TAL-21 56+85.52, 16.72' RT BEGIN4 TAL-21 57+36.76, 15.63' RT END4 STATION 59951 (OB) AMENITIES DESCRIPTION TYPE QTY FLAG 1 FLAG POST 1 SCHEDULE HOLDER 1 BOLLARD 0 CURB PAINT 1 PEDESTRIAN GUARDRAIL 66 LF C:\pw_workdir\den003\jeg_ngaier\d0601389\1 S1.10.dwg | Layout: 1S1.15PLOTTED: Nov 15, 2021-11:16:08am By NGAIERXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; 18229-SV-BS_Renton.dwg; X-RDWY_RENTON.dwg; 18229-SV-ROW.dwg; X-STATION_RENTON.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-PARCEL-INFO.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-GRAD_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 5'10' SCALE: 1" = 5' 0' STATION 59951 (OB) TIER 3 (LOW) TALBOT RD S (TAL-21-LINE) LOCATION MAP STATION PLAN S 32ND STTALBO T R D S RENTON SEGMENT STATION PLAN ID# 59951 1S1.15 156 A. VILLAR C. WILCOX S. FORMAN   4 R-4214156 EXISTING STATION. MODIFY SIGN TO I LINE STATION. SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 BOLLARD PER DETAIL C ON SHEET 1S5.01 STATION NOTES 1 2 3 STATION LEGEND I LINE STATION AREA BOUNDARY PEDESTRIAN LUMINAIRE BUS FLAG (WITHIN STATION BOUNDARY) ADA CLEAR LANDING ZONE MIDDLE/BACK DOOR LANDING ZONE TRASH RECEPTACLE TECH PYLON BENCH SHELTER FOUNDATION POWER PEDESTAL HANDHOLE BIKE RACK RETAINING WALL PEDESTRIAN GUARDRAIL BOLLARD DETECTABLE WARNING SURFACE RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) 4 F NOTES 1.SEE SHEET 1S1.00 FOR GENERAL STATION NOTES. 5 6 57+005'43'10'12' TAL-21 56+28.17, 29.88' LT TAL-21 56+28.20, 19.88' LT ELEV 100.33 TAL-21 56+40.14, 29.94' LT TAL-21 56+40.20, 19.92' LT TAL-21 57+11.01, 15.70' RT ELEV 100.765'ELEV 100.48 ELEV 100.63 ELEV 100.48 TAL-21 56+85.52, 16.72' RT STATION 60359 (IB) AMENITIES DESCRIPTION TYPE QTY FLAG 1 FLAG POST 1 SCHEDULE HOLDER 1 CURB PAINT 1 BOLLARD 0 PEDESTRIAN GUARDRAIL 0 C:\pw_workdir\den003\jeg_ngaier\d0601389\1 S1.10.dwg | Layout: 1S1.16PLOTTED: Nov 15, 2021-09:53:35am By NGAIERXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; 18229-SV-BS_Renton.dwg; X-RDWY_RENTON.dwg; 18229-SV-ROW.dwg; X-STATION_RENTON.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-PARCEL-INFO.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-GRAD_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 5'10' SCALE: 1" = 5' 0' STATION 60359 (IB) TIER 3 (LOW) TALBOT RD S (TAL-21-LINE) LOCATION MAP STATION PLAN S 32ND STTALBO T R D S RENTON SEGMENT STATION PLAN ID# 60359 1S1.16 157 A. VILLAR C. WILCOX S. FORMAN   R-4214157 EXISTING STATION. MODIFY SIGN TO I LINE STATION. SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 BOLLARD PER DETAIL C ON SHEET 1S5.01 STATION NOTES 1 2 3 STATION LEGEND I LINE STATION AREA BOUNDARY PEDESTRIAN LUMINAIRE BUS FLAG (WITHIN STATION BOUNDARY) ADA CLEAR LANDING ZONE MIDDLE/BACK DOOR LANDING ZONE TRASH RECEPTACLE TECH PYLON BENCH SHELTER FOUNDATION POWER PEDESTAL HANDHOLE BIKE RACK RETAINING WALL PEDESTRIAN GUARDRAIL BOLLARD DETECTABLE WARNING SURFACE RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) 4 F NOTES 1.SEE SHEET 1S1.00 FOR GENERAL STATION NOTES. 5 6 72+00 PLPLPLPLPLPLPLPLPL PL PLPLPLPL 10'55'7'8'TAL-21 71+86.43, 26.48' LT3 TAL-21 71+75.51, 26.48' LT ELEV 92.65 TAL-21 71+75.51, 16.48' LT ELEV 92.50 TAL-21 72+30.51, 16.48' LT ELEV 92.82 TAL-21 72+30.51, 26.48' LT ELEV 92.98 UDUDSDSDSDSDSD11'8' STATION 60363 (IB) AMENITIES DESCRIPTION TYPE QTY FLAG 1 FLAG POST 1 ROUTE HOLDER 1 SCHEDULE HOLDER 1 TECH PYLON FOUNDATION 1 TECH PYLON 1 RAPIDRIDE MAP CASE 1 CURB PAINT 1 FREESTANDING BENCH 1 BOLLARD 0 PEDESTRIAN GUARDRAIL 0 C:\pw_workdir\den003\jeg_ngaier\d0601389\1 S1.10.dwg | Layout: 1S1.17PLOTTED: Nov 15, 2021-09:54:43am By NGAIERXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; 18229-SV-BS_Renton.dwg; X-RDWY_RENTON.dwg; 18229-SV-ROW.dwg; X-STATION_RENTON.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-PARCEL-INFO.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-GRAD_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 5'10' SCALE: 1" = 5' 0' STATION 60363 (IB) TIER 3 TALBOT RD S (TAL-21-LINE) LOCATION MAP STATION PLAN TALBOT RD S MORRIS AVE S S 38TH CTS 37TH STS 36TH STS 37TH STRENTON SEGMENT STATION PLAN ID# 60363 1S1.17 158 A. VILLAR C. WILCOX S. FORMAN   R-4214158 EXISTING STATION. MODIFY SIGN TO I LINE STATION. SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 BOLLARD PER DETAIL C ON SHEET 1S5.01 STATION NOTES 1 2 3 STATION LEGEND I LINE STATION AREA BOUNDARY PEDESTRIAN LUMINAIRE BUS FLAG (WITHIN STATION BOUNDARY) ADA CLEAR LANDING ZONE MIDDLE/BACK DOOR LANDING ZONE TRASH RECEPTACLE TECH PYLON BENCH SHELTER FOUNDATION POWER PEDESTAL HANDHOLE BIKE RACK RETAINING WALL PEDESTRIAN GUARDRAIL BOLLARD DETECTABLE WARNING SURFACE RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) 4 F NOTES 1.SEE SHEET 1S1.00 FOR GENERAL STATION NOTES. 5 6 75+00 8'10'55'8'TAL-21 74+97.55, 30.03' RT3 TAL-21 74+53.46, 30.03' RT ELEV 94.58 TAL-21 74+53.46, 20.03' RT ELEV 94.43 TAL-21 75+08.46, 20.03' RT ELEV 94.88 TAL-21 75+08.46, 30.03' RT ELEV 95.03 10' 10' STATION 59947 (OB) AMENITIES DESCRIPTION TYPE QTY FLAG 1 FLAG POST 1 ROUTE HOLDER 1 SCHEDULE HOLDER 1 TECH PYLON FOUNDATION 1 TECH PYLON 1 RAPIDRIDE MAP CASE 1 CURB PAINT 1 FREESTANDING BENCH 1 BOLLARD 0 PEDESTRIAN GUARDRAIL 0 C:\pw_workdir\den003\jeg_ngaier\d0601389\1 S1.10.dwg | Layout: 1S1.18PLOTTED: Nov 15, 2021-09:55:38am By NGAIERXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; 18229-SV-BS_Renton.dwg; X-RDWY_RENTON.dwg; 18229-SV-ROW.dwg; X-STATION_RENTON.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-PARCEL-INFO.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-GRAD_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 5'10' SCALE: 1" = 5' 0' STATION 59947 (OB) TIER 3 TALBOT RD S (TAL-21-LINE) LOCATION MAP STATION PLAN TALBOT RD S MORRIS AVE S S 38TH CTS 37TH STS 36TH STS 38TH CTRENTON SEGMENT STATION PLAN ID# 59947 1S1.18 159 A. VILLAR C. WILCOX S. FORMAN   R-4214159 EXISTING STATION. MODIFY SIGN TO I LINE STATION. SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 BOLLARD PER DETAIL C ON SHEET 1S5.01 STATION NOTES 1 2 3 STATION LEGEND I LINE STATION AREA BOUNDARY PEDESTRIAN LUMINAIRE BUS FLAG (WITHIN STATION BOUNDARY) ADA CLEAR LANDING ZONE MIDDLE/BACK DOOR LANDING ZONE TRASH RECEPTACLE TECH PYLON BENCH SHELTER FOUNDATION POWER PEDESTAL HANDHOLE BIKE RACK RETAINING WALL PEDESTRIAN GUARDRAIL BOLLARD DETECTABLE WARNING SURFACE RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) 4 F NOTES 1.SEE SHEET 1S1.00 FOR GENERAL STATION NOTES. 5 6 89+00 55'5'10'5'5'F12' TAL-21 88+95.24, 22.57' RT ELEV 109.14 TAL-21 88+40.24, 22.53' RT ELEV 108.75 TAL-21 88+95.24, 32.50' RT ELEV 109.29 TAL-21 88+40.24, 32.53' RT ELEV 108.90 TAL-21 88+66.89, 32.52' RT2 TAL-21 88+80.17, 32.51' RT3 TAL-21 88+27.74, 27.52' RT BEGIN4 TAL-21 88+48.89, 33.09' RT END4 TAL-21 88+66.00, 33.05' RT BEGIN 4 TAL-21 88+95.74, 27.54' RT END 4 STATION 59949 (OB) AMENITIES DESCRIPTION TYPE QTY SHELTER FOUNDATION LARGE 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 1 TECH PYLON 1 STATION 59949 (OB) AMENITIES STATION 59949 (OB) AMENITIES RTIS 2 ORCA CARD READER MOUNTED TO TECH PYLON 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 62 LF C:\pw_workdir\den003\jeg_ngaier\d0601389\1 S1.10.dwg | Layout: 1S1.19PLOTTED: Nov 15, 2021-11:13:18am By NGAIERXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; 18229-SV-BS_Renton.dwg; X-RDWY_RENTON.dwg; 18229-SV-ROW.dwg; X-STATION_RENTON.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-PARCEL-INFO.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-GRAD_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 5'10' SCALE: 1" = 5' 0' STATION 59949 (OB) TIER 1 TALBOT RD S (TAL-21-LINE) LOCATION MAP STATION PLAN TALBOT RD SS 43RD STRENTON SEGMENT STATION PLAN ID# 59949 1S1.19 160 A. VILLAR C. WILCOX S. FORMAN  S CARR RD R-4214160 88+00 89+0010'55'5'5'5'TAL-21 88+74.28, 22.42' LT ELEV 109.04 TAL-21 88+74.28, 32.42' LT ELEV 109.20 TAL-21 88+19.28, 32.42' LT ELEV 108.79 TAL-21 88+19.28, 22.42' LT ELEV 108.64 TAL-21 88+47.63, 32.42' LT2TAL-21 88+34.35, 32.42' LT3 F6' EXISTING STATION. MODIFY SIGN TO I LINE STATION. SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 BOLLARD PER DETAIL C ON SHEET 1S5.01 STATION NOTES 1 2 3 STATION LEGEND I LINE STATION AREA BOUNDARY PEDESTRIAN LUMINAIRE BUS FLAG (WITHIN STATION BOUNDARY) ADA CLEAR LANDING ZONE MIDDLE/BACK DOOR LANDING ZONE TRASH RECEPTACLE TECH PYLON BENCH SHELTER FOUNDATION POWER PEDESTAL HANDHOLE BIKE RACK RETAINING WALL PEDESTRIAN GUARDRAIL BOLLARD DETECTABLE WARNING SURFACE RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) 4 F NOTES 1.SEE SHEET 1S1.00 FOR GENERAL STATION NOTES. 5 6 STATION 60361 (IB) AMENITIES DESCRIPTION TYPE QTY SHELTER FOUNDATION LARGE 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 1 TECH PYLON 1 STATION 60361 (IB) AMENITIES STATION 60361 (IB) AMENITIES RTIS 2 ORCA CARD READER MOUNTED TO TECH PYLON 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 1 BOLLARD 0 PEDESTRIAN GUARDRAIL 0 C:\pw_workdir\den003\jeg_ngaier\d0601389\1 S1.20.dwg | Layout: 1 S1.20PLOTTED: Nov 15, 2021-10:01:36am By NGAIERXREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-TOPO.dwg; X-ALIGN.dwg; dms_deleted.X-SHEETCUTS.dwg; X-ROW_RENTON.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Kent.dwg; X-PARCEL-INFO.dwg; X-PV_RENTON.dwg; X-RDWY_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-DR_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-UT_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 5'10' SCALE: 1" = 5' 0' TALBOT RD S STATION 60361 (IB) TIER 1 (TAL-21-LINE) LOCATION MAP STATION PLAN TALBOT RD SS 43RD STS CARR RD RENTON SEGMENT STATION PLAN ID# 60361 1S1.20 161 A. VILLAR C. WILCOX S. FORMAN   R-4214161 EXISTING STATION. MODIFY SIGN TO I LINE STATION. SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 BOLLARD PER DETAIL C ON SHEET 1S5.01 STATION NOTES 1 2 3 STATION LEGEND I LINE STATION AREA BOUNDARY PEDESTRIAN LUMINAIRE BUS FLAG (WITHIN STATION BOUNDARY) ADA CLEAR LANDING ZONE MIDDLE/BACK DOOR LANDING ZONE TRASH RECEPTACLE TECH PYLON BENCH SHELTER FOUNDATION POWER PEDESTAL HANDHOLE BIKE RACK RETAINING WALL PEDESTRIAN GUARDRAIL BOLLARD DETECTABLE WARNING SURFACE RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) 4 F NOTES 1.SEE SHEET 1S1.00 FOR GENERAL STATION NOTES. 5 6 34+0010'12' 43'4.5'2'CAR 33+36.26, 32.71' LT ELEV 253.97 CAR 33+49.00, 32.70' LT ELEV 255.26 CAR 33+48.87, 22.70' LT CAR 33+36.37, 22.72' LT4.5'2'ELEV 253.84 ELEV 255.08 CAR 33+35.78, 29.04' LT BEGIN4 CAR 33+49.49, 29.02' LT END4 STATION 60340 (IB) AMENITIES DESCRIPTION TYPE QTY FLAG 1 FLAG POST 1 SCHEDULE HOLDER 1 CURB PAINT 1 BOLLARD 0 PEDESTRIAN GUARDRAIL 21 LF C:\pw_workdir\den003\jeg_ngaier\d0601389\1 S1.20.dwg | Layout: 1 S1.21PLOTTED: Nov 15, 2021-11:20:29am By NGAIERXREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-TOPO.dwg; X-ALIGN.dwg; dms_deleted.X-SHEETCUTS.dwg; X-ROW_RENTON.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Kent.dwg; X-PARCEL-INFO.dwg; X-PV_RENTON.dwg; X-RDWY_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-DR_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-UT_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 5'10' SCALE: 1" = 5' 0'SE CARR RD STATION 60340 (IB) TIER 3 (LOW) (CAR-LINE) LOCATION MAP STATION PLAN SE C A R R R D WELLS AVE SMILL AVE SRENTON SEGMENT STATION PLAN ID# 60340 1S1.21 162 A. VILLAR C. WILCOX S. FORMAN   R-4214162 EXISTING STATION. MODIFY SIGN TO I LINE STATION. SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 BOLLARD PER DETAIL C ON SHEET 1S5.01 STATION NOTES 1 2 3 STATION LEGEND I LINE STATION AREA BOUNDARY PEDESTRIAN LUMINAIRE BUS FLAG (WITHIN STATION BOUNDARY) ADA CLEAR LANDING ZONE MIDDLE/BACK DOOR LANDING ZONE TRASH RECEPTACLE TECH PYLON BENCH SHELTER FOUNDATION POWER PEDESTAL HANDHOLE BIKE RACK RETAINING WALL PEDESTRIAN GUARDRAIL BOLLARD DETECTABLE WARNING SURFACE RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) 4 F NOTES 1.SEE SHEET 1S1.00 FOR GENERAL STATION NOTES. 5 6 34+00 43'12'10'6'4.5'2'CAR 33+80.56, 22.41' RT CAR 33+69.02, 22.34' RT ELEV 259.70 CAR 33+69.05, 32.34' RT ELEV 259.86 CAR 33+80.41, 32.40' RT ELEV 260.81 ELEV 260.96 CAR 33+80.69, 28.75' RT END 4 CAR 33+68.79, 28.77' RT BEGIN 4 STATION 59390 (OB) AMENITIES DESCRIPTION TYPE QTY FLAG 1 FLAG POST 1 SCHEDULE HOLDER 1 CURB PAINT 1 BOLLARD 0 PEDESTRIAN GUARDRAIL 21 LF C:\pw_workdir\den003\jeg_ngaier\d0601389\1 S1.20.dwg | Layout: 1 S1.22PLOTTED: Nov 15, 2021-11:22:35am By NGAIERXREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-TOPO.dwg; X-ALIGN.dwg; dms_deleted.X-SHEETCUTS.dwg; X-ROW_RENTON.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Kent.dwg; X-PARCEL-INFO.dwg; X-PV_RENTON.dwg; X-RDWY_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-DR_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-UT_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 5'10' SCALE: 1" = 5' 0' STATION 59390 (OB) TIER 3 (LOW) SE CARR RD (CAR-LINE) LOCATION MAP STATION PLAN SE C A R R R D WELLS AVE SMILL AVE SRENTON SEGMENT STATION PLAN ID# 59390 1S1.22 163 A. VILLAR C. WILCOX S. FORMAN   R-4214163 EXISTING STATION. MODIFY SIGN TO I LINE STATION. SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 BOLLARD PER DETAIL C ON SHEET 1S5.01 STATION NOTES 1 2 3 STATION LEGEND I LINE STATION AREA BOUNDARY PEDESTRIAN LUMINAIRE BUS FLAG (WITHIN STATION BOUNDARY) ADA CLEAR LANDING ZONE MIDDLE/BACK DOOR LANDING ZONE TRASH RECEPTACLE TECH PYLON BENCH SHELTER FOUNDATION POWER PEDESTAL HANDHOLE BIKE RACK RETAINING WALL PEDESTRIAN GUARDRAIL BOLLARD DETECTABLE WARNING SURFACE RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) 4 F NOTES 1.SEE SHEET 1S1.00 FOR GENERAL STATION NOTES. 5 6 49+00 STATION 59400 (OB) AMENITIES DESCRIPTION TYPE QTY SHELTER FOUNDATION LARGE 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 1 TECH PYLON 1 STATION 59400 (OB) AMENITIES STATION 59400 (OB) AMENITIES RTIS 2 ORCA CARD READER MOUNTED TO TECH PYLON 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 3 BOLLARD 0 PEDESTRIAN GUARDRAIL TBD C:\pw_workdir\den003\jeg_ngaier\d0601389\1 S1.20.dwg | Layout: 1 S1.23PLOTTED: Nov 15, 2021-10:05:24am By NGAIERXREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-TOPO.dwg; X-ALIGN.dwg; dms_deleted.X-SHEETCUTS.dwg; X-ROW_RENTON.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Kent.dwg; X-PARCEL-INFO.dwg; X-PV_RENTON.dwg; X-RDWY_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-DR_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-UT_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 5'10' SCALE: 1" = 5' 0' SE CARR RD 106TH PL SE(CAR-LINE) LOCATION MAP STATION PLAN SE CARR R D 105TH PL SE108TH AVE SE1 0 6 TH P L S E BENSON DR SRENTON SEGMENT STATION PLAN ID# 59400 1S1.23 164 A. VILLAR C. WILCOX S. FORMAN   ROUTI N G C H A N G E D 60% TO BE SUBMITTED AT A LATER DATE R-4214164 EXISTING STATION. MODIFY SIGN TO I LINE STATION. SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 BOLLARD PER DETAIL C ON SHEET 1S5.01 STATION NOTES 1 2 3 STATION LEGEND I LINE STATION AREA BOUNDARY PEDESTRIAN LUMINAIRE BUS FLAG (WITHIN STATION BOUNDARY) ADA CLEAR LANDING ZONE MIDDLE/BACK DOOR LANDING ZONE TRASH RECEPTACLE TECH PYLON BENCH SHELTER FOUNDATION POWER PEDESTAL HANDHOLE BIKE RACK RETAINING WALL PEDESTRIAN GUARDRAIL BOLLARD DETECTABLE WARNING SURFACE RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) 4 F NOTES 1.SEE SHEET 1S1.00 FOR GENERAL STATION NOTES. 5 6 51+00 STATION 60320 (IB) AMENITIES DESCRIPTION TYPE QTY SHELTER FOUNDATION LARGE 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 1 TECH PYLON 1 STATION 60320 (IB) AMENITIES STATION 60320 (IB) AMENITIES RTIS 2 ORCA CARD READER MOUNTED TO TECH PYLON 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 3 BOLLARD 0 PEDESTRIAN GUARDRAIL TBD C:\pw_workdir\den003\jeg_ngaier\d0601389\1 S1.20.dwg | Layout: 1 S1.24PLOTTED: Nov 15, 2021-10:07:17am By NGAIERXREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-TOPO.dwg; X-ALIGN.dwg; dms_deleted.X-SHEETCUTS.dwg; X-ROW_RENTON.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Kent.dwg; X-PARCEL-INFO.dwg; X-PV_RENTON.dwg; X-RDWY_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-DR_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-UT_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 5'10' SCALE: 1" = 5' 0' SE CARR RD (CAR-LINE) LOCATION MAP STATION PLAN LOCATION MAP SE CARR R D 105TH PL108TH AVE SE1 0 6 TH P L BENSON DR S3 RENTON SEGMENT STATION PLAN ID# 60320 1S1.24 165 A. VILLAR C. WILCOX S. FORMAN   ROUTI N G C H A N G E D 60% TO BE SUBMITTED AT A LATER DATE R-4214165 AFOAFOAFOCEXISTING STATION. MODIFY SIGN TO I LINE STATION. SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 BOLLARD PER DETAIL C ON SHEET 1S5.01 STATION NOTES 1 2 3 STATION LEGEND I LINE STATION AREA BOUNDARY PEDESTRIAN LUMINAIRE BUS FLAG (WITHIN STATION BOUNDARY) ADA CLEAR LANDING ZONE MIDDLE/BACK DOOR LANDING ZONE TRASH RECEPTACLE TECH PYLON BENCH SHELTER FOUNDATION POWER PEDESTAL HANDHOLE BIKE RACK RETAINING WALL PEDESTRIAN GUARDRAIL BOLLARD DETECTABLE WARNING SURFACE RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) 4 F NOTES 1.SEE SHEET 1S1.00 FOR GENERAL STATION NOTES. 5 6 14+00 15+00 STATION 57270 (IB) AMENITIES DESCRIPTION TYPE QTY SHELTER FOUNDATION MEDIUM 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 1 TECH PYLON 1 STATION 57270 (IB) AMENITIES STATION 57270 (IB) AMENITIES RTIS 2 ORCA CARD READER MOUNTED TO TECH PYLON 1 RAPIDRIDE MAP CASE 1 TEXT TO SPEECH PLACARD 1 ORCA SIGN 1 PEDESTRIAN LUMINAIRE FOUNDATION 1 PEDESTRIAN LUMINAIRE HARDWIRED 1 CURB PAINT 1 TRASH RECEPTACLE 1 FREESTANDING BENCH 2 BOLLARD 0 PEDESTRIAN GUARDRAIL TBD C:\pw_workdir\den003\jeg_ngaier\d0601389\1 S1.20.dwg | Layout: 1 S1.25PLOTTED: Nov 15, 2021-10:09:13am By NGAIERXREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-TOPO.dwg; X-ALIGN.dwg; dms_deleted.X-SHEETCUTS.dwg; X-ROW_RENTON.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Kent.dwg; X-PARCEL-INFO.dwg; X-PV_RENTON.dwg; X-RDWY_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-DR_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-UT_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 5'10' SCALE: 1" = 5' 0' 108TH AVE SE (SR 515) (108TH-LINE) LOCATION MAP STATION PLAN 108TH AVE SESE 180TH PLSE 181ST STSE 182ND STSE 180TH STRENTON SEGMENT STATION PLAN ID# 57270 1S1.25 166 A. VILLAR C. WILCOX S. FORMAN   ROUTI N G C H A N G E D 60% TO BE SUBMITTED AT A LATER DATE R-4214166 EXISTING STATION. MODIFY SIGN TO I LINE STATION. SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 BOLLARD PER DETAIL C ON SHEET 1S5.01 STATION NOTES 1 2 3 STATION LEGEND I LINE STATION AREA BOUNDARY PEDESTRIAN LUMINAIRE BUS FLAG (WITHIN STATION BOUNDARY) ADA CLEAR LANDING ZONE MIDDLE/BACK DOOR LANDING ZONE TRASH RECEPTACLE TECH PYLON BENCH SHELTER FOUNDATION POWER PEDESTAL HANDHOLE BIKE RACK RETAINING WALL PEDESTRIAN GUARDRAIL BOLLARD DETECTABLE WARNING SURFACE RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) 4 F NOTES 1.SEE SHEET 1S1.00 FOR GENERAL STATION NOTES. 5 6 14+00 15+00 AFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOCAFOAFOAFOCSTATION 57290 (OB) AMENITIES DESCRIPTION TYPE QTY SHELTER FOUNDATION MEDIUM 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 1 TECH PYLON 1 STATION 57290 (OB) AMENITIES STATION 57290 (OB) AMENITIES RTIS 2 ORCA CARD READER MOUNTED TO TECH PYLON 1 RAPIDRIDE MAP CASE 1 TEXT TO SPEECH PLACARD 1 ORCA SIGN 1 PEDESTRIAN LUMINAIRE FOUNDATION 1 PEDESTRIAN LUMINAIRE HARDWIRED 1 CURB PAINT 1 TRASH RECEPTACLE 1 FREESTANDING BENCH 2 BOLLARD 0 PEDESTRIAN GUARDRAIL TBD C:\pw_workdir\den003\jeg_ngaier\d0601389\1 S1.20.dwg | Layout: 1 S1.26PLOTTED: Nov 15, 2021-10:11:10am By NGAIERXREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-TOPO.dwg; X-ALIGN.dwg; dms_deleted.X-SHEETCUTS.dwg; X-ROW_RENTON.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Kent.dwg; X-PARCEL-INFO.dwg; X-PV_RENTON.dwg; X-RDWY_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-DR_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-UT_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 5'10' SCALE: 1" = 5' 0' 108TH AVE SE (SR 515)SE 180TH ST(108TH-LINE) LOCATION MAP STATION PLAN 108TH AVE SESE 180TH PLSE 181ST STSE 182ND STSE 180TH STRENTON SEGMENT STATION PLAN ID# 57290 1S1.26 167 A. VILLAR C. WILCOX S. FORMAN   ROUTI N G C H A N G E D 60% TO BE SUBMITTED AT A LATER DATE R-4214167 EXISTING STATION. MODIFY SIGN TO I LINE STATION. SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 BOLLARD PER DETAIL C ON SHEET 1S5.01 STATION NOTES 1 2 3 STATION LEGEND I LINE STATION AREA BOUNDARY PEDESTRIAN LUMINAIRE BUS FLAG (WITHIN STATION BOUNDARY) ADA CLEAR LANDING ZONE MIDDLE/BACK DOOR LANDING ZONE TRASH RECEPTACLE TECH PYLON BENCH SHELTER FOUNDATION POWER PEDESTAL HANDHOLE BIKE RACK RETAINING WALL PEDESTRIAN GUARDRAIL BOLLARD DETECTABLE WARNING SURFACE RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) 4 F NOTES 1.SEE SHEET 1S1.00 FOR GENERAL STATION NOTES. 5 6 31+00 32+00 10'55'5'108TH 31+39.50, 40.04' RT2 108TH 31+55.77, 40.04' RT3 108TH 31+15.85, 30.04' RT ELEV 464.50 108TH 31+15.85, 40.04' RT ELEV 464.65 108TH 31+70.85, 40.04' RT ELEV 466.41 108TH 31+70.85, 30.04' RT ELEV 466.26 F C AFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFO25.8' STATION 57300 (OB) AMENITIES DESCRIPTION TYPE QTY SHELTER FOUNDATION LARGE 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 1 TECH PYLON 1 STATION 57300 (OB) AMENITIES STATION 57300 (OB) AMENITIES RTIS 2 ORCA CARD READER MOUNTED TO TECH PYLON 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 BOLLARD 0 PEDESTRIAN GUARDRAIL 0 C:\pw_workdir\den003\jeg_ngaier\d0601389\1 S1.20.dwg | Layout: 1 S1.27PLOTTED: Nov 15, 2021-10:12:36am By NGAIERXREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-TOPO.dwg; X-ALIGN.dwg; dms_deleted.X-SHEETCUTS.dwg; X-ROW_RENTON.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Kent.dwg; X-PARCEL-INFO.dwg; X-PV_RENTON.dwg; X-RDWY_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-DR_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-UT_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 5'10' SCALE: 1" = 5' 0' STATION 57300 (OB) TIER 2 108TH AVE SE (SR 515) (108TH-LINE) LOCATION MAP STATION PLAN 108TH AVE SE SE 186TH ST107TH AVE SE RENTON SEGMENT STATION PLAN ID# 57300 1S1.27 168 A. VILLAR C. WILCOX S. FORMAN   5 R-4214168 EXISTING STATION. MODIFY SIGN TO I LINE STATION. SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 BOLLARD PER DETAIL C ON SHEET 1S5.01 STATION NOTES 1 2 3 STATION LEGEND I LINE STATION AREA BOUNDARY PEDESTRIAN LUMINAIRE BUS FLAG (WITHIN STATION BOUNDARY) ADA CLEAR LANDING ZONE MIDDLE/BACK DOOR LANDING ZONE TRASH RECEPTACLE TECH PYLON BENCH SHELTER FOUNDATION POWER PEDESTAL HANDHOLE BIKE RACK RETAINING WALL PEDESTRIAN GUARDRAIL BOLLARD DETECTABLE WARNING SURFACE RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) 4 F NOTES 1.SEE SHEET 1S1.00 FOR GENERAL STATION NOTES. 5 6 30+005'55'5'108TH 29+91.48, 40.00' LT2 108TH 29+81.18, 40.00' LT3 108TH 30+21.11, 40.00' LT ELEV 461.44 108TH 30+21.11, 30.02' LT ELEV 461.29 108TH 29+66.11, 39.99' LT ELEV 459.46 108TH 29+66.11, 29.98' LT ELEV 459.30 F 18'7.4' 10' STATION 57260 (IB) AMENITIES DESCRIPTION TYPE QTY SHELTER FOUNDATION MEDIUM 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 1 TECH PYLON 1 STATION 57260 (IB) AMENITIES STATION 57260 (IB) AMENITIES RTIS 2 ORCA CARD READER MOUNTED TO TECH PYLON 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 1 BOLLARD 0 PEDESTRIAN GUARDRAIL 0 C:\pw_workdir\den003\jeg_ngaier\d0601389\1 S1.20.dwg | Layout: 1 S1.28PLOTTED: Nov 15, 2021-10:14:21am By NGAIERXREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-TOPO.dwg; X-ALIGN.dwg; dms_deleted.X-SHEETCUTS.dwg; X-ROW_RENTON.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Kent.dwg; X-PARCEL-INFO.dwg; X-PV_RENTON.dwg; X-RDWY_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-DR_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-UT_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER STATION 57260 (IB) TIER 2 5'10' SCALE: 1" = 5' 0' 108TH AVE SE (SR 515) (108TH-LINE) LOCATION MAP STATION PLAN 108TH AVE SE SE 186TH ST107TH AVE SE 5 RENTON SEGMENT STATION PLAN ID# 57260 1S1.28 169 A. VILLAR C. WILCOX S. FORMAN   R-4214169 5'54+0010'55'5'108TH 53+65.51, 39.93' LT3 108TH 53+78.78, 39.93' LT2108TH 53+50.43, 39.93' LT ELEV 460.75 108TH 53+50.43, 29.93' LT ELEV 460.60 108TH 54+05.43, 29.93' LT ELEV 458.38 108TH 54+05.43, 39.93' LT ELEV 458.53 SDSD SD SD SD SD SD SD SD SD SD SD SD SD F BOLLARDS (15) AT 5' ON CENTER 6'12' 108TH 53+44.43, 42.43' LT ELEV 460.99 10'11' EXISTING STATION. MODIFY SIGN TO I LINE STATION. SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 BOLLARD PER DETAIL C ON SHEET 1S5.01 STATION NOTES 1 2 3 STATION LEGEND I LINE STATION AREA BOUNDARY PEDESTRIAN LUMINAIRE BUS FLAG (WITHIN STATION BOUNDARY) ADA CLEAR LANDING ZONE MIDDLE/BACK DOOR LANDING ZONE TRASH RECEPTACLE TECH PYLON BENCH SHELTER FOUNDATION POWER PEDESTAL HANDHOLE BIKE RACK RETAINING WALL PEDESTRIAN GUARDRAIL BOLLARD DETECTABLE WARNING SURFACE RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) 4 F NOTES 1.SEE SHEET 1S1.00 FOR GENERAL STATION NOTES. 5 6 STATION 57250 (IB) AMENITIES DESCRIPTION TYPE QTY SHELTER FOUNDATION LARGE 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 1 TECH PYLON 1 STATION 57250 (IB) AMENITIES STATION 57250 (IB) AMENITIES RTIS 2 ORCA CARD READER MOUNTED TO TECH PYLON 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 3 BOLLARD 15 PEDESTRIAN GUARDRAIL 0 C:\pw_workdir\den003\jeg_ngaier\d0601389\1 S1.20.dwg | Layout: 1 S1.29PLOTTED: Nov 15, 2021-10:15:58am By NGAIERXREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-TOPO.dwg; X-ALIGN.dwg; dms_deleted.X-SHEETCUTS.dwg; X-ROW_RENTON.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Kent.dwg; X-PARCEL-INFO.dwg; X-PV_RENTON.dwg; X-RDWY_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-DR_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-UT_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER STATION 57250 (IB) TIER 1 108TH AVE SE (SR 515) 5'10' SCALE: 1" = 5' 0' (108TH-LINE) LOCATION MAP STATION PLAN 108TH AVE SE SE 192ND ST107TH AVE SE RENTON SEGMENT STATION PLAN ID# 57250 1S1.29 170 A. VILLAR C. WILCOX S. FORMAN   5 6 R-4214170 108th ave se 55' STATION PLATFORM 12'6' BUS ZONE FLAG SIGN TO BE INSTALLED BY OWNER LARGE RAPIDRIDE SHELTER RR2 IN MIRRORED CONFIGURATION, SEE SHEET FSI-105-00-004/001 IN RAPIDRIDE 2 KIT OF PARTS DRAWING PACKAGE BENCH, TYP TECH PYLON, SEE SHEET FSI-105-00-003/02 IN TECH PYLON DRAWING PACKAGE TRASH RECEPTACLE BIKE RACK, TYP BENCH, TYP TECH PYLON, SEE SHEET FSI-105-00-003/02 IN TECH PYLON DRAWING PACKAGE HARD-WIRED PEDESTRIAN LUMINAIRE, TYP, SEE ILLUMINATION DRAWINGS POWER PEDESTAL, SEE ELECTRICAL DRAWINGSBUS ZONE FLAG SIGN TO BE INSTALLED BY OWNER TRASH RECEPTACLE BENCH, TYPBUS ZONE FLAG SIGN TO BE INSTALLED BY OWNER 55' STATION PLATFORM 108th ave se 108th ave se 83' STATION PLATFORM6'12' 55' STATION PLATFORM 108th ave se 30" CLR HARD-WIRED PEDESTRIAN LUMINAIRE, TYP, SEE ILLUMINATION DRAWINGS 30" CLR TRASH RECEPTACLE 37'-3" 29'-4" 29'-4" EQ 29'-4" 29'-4" EQ 37'-3" 37'-3"41'-11" CL COLUMN CL COLUMN CL COLUMN CL COLUMN MEET AND MATCH EXISTING ADJACENT PAVING MEET AND MATCH EXISTING ADJACENT PAVING MEET AND MATCH EXISTING ADJACENT PAVING LARGE RAPIDRIDE SHELTER RR2, SEE SHEET FSI-105-00-004/001 IN RAPIDRIDE 2 KIT OF PARTS DRAWING PACKAGE BIKE RACK, TYP HARD-WIRED PEDESTRIAN LUMINAIRE, TYP, SEE ILLUMINATION DRAWINGS POWER PEDESTAL, SEE ELECTRICAL DRAWINGS LARGE RAPIDRIDE SHELTER RR2, SEE SHEET FSI-105-00-004/001 IN RAPIDRIDE 2 KIT OF PARTS DRAWING PACKAGE HARD-WIRED PEDESTRIAN LUMINAIRE, TYP, SEE ILLUMINATION DRAWINGS POWER PEDESTAL, SEE ELECTRICAL DRAWINGS MEDIUM RAPIDRIDE SHELTER RR2, SEE SHEET FSI-105-00-004/001 IN RAPIDRIDE 2 KIT OF PARTS DRAWING PACKAGE BUS ZONE FLAG SIGN TO BE INSTALLED BY OWNER HARD-WIRED PEDESTRIAN LUMINAIRE, TYP, SEE ILLUMINATION DRAWINGS MEET AND MATCH EXISTING ADJACENT PAVING BENCH, TYP TECH PYLON, SEE SHEET FSI-105-00-003/02 IN TECH PYLON DRAWING PACKAGE TECH PYLON, SEE SHEET FSI-105-00-003/02 IN TECH PYLON DRAWING PACKAGE HARD-WIRED PEDESTRIAN LUMINAIRE, TYP, SEE ILLUMINATION DRAWINGS HARD-WIRED PEDESTRIAN LUMINAIRE, TYP, SEE ILLUMINATION DRAWINGS S6.01 A C:\pw_workdir\den003\ext_sn083213\d0601389\1 S4.01.dwg | Layout: 1S4.01PLOTTED: Nov 05, 2021-12:43:17pm By snowaczykXREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL STATE O F WASHIN G T ONNO.8 .JU L IE T B.VON G 57 EXPLICENSE D LANDSCAP E A R C HITECT02/2022 METRO PROJECT ENGINEER RENTON SEGMENT TYPICAL STATION ELEVATIONS 1S4.01 171 XXX XXX XXX S6.01 A S6.01 C S6.01 B S6.01 C S6.01 B S6.01 B SCALE: I LINE RAPIDRIDE TYPICAL TIER 1 STATION ELEVATION 1" = 10'-0" A S4.01 S6.01 A S6.01 A SCALE: I LINE RAPIDRIDE TYPICAL TIER 1L STATION ELEVATION 1" = 10'-0" B S4.01 SCALE: I LINE RAPIDRIDE TYPICAL TIER 2 STATION ELEVATION 1" = 10'-0" C S4.01 SCALE: I LINE RAPIDRIDE TYPICAL TIER 3 STATION ELEVATION 1" = 10'-0" D S4.01 R-4214171 RAPIDRIDE SHELTER RR2, SEE SHEET FSI-105-00-004/001 IN RAPIDRIDE 2 KIT OF PARTS DRAWING PACKAGE LANDSCAPE AREA, SEE CIVIL DRAWINGS FOR NON TYPICAL BACK OF STATION CONDITIONS 10' MIN CURB SEE CIVIL DRAWINGS CONCRETE PAVING, SEE CIVIL DRAWINGS LEFT OR RIGHT WINDSCREEN WHERE OCCURS, SEE STATION PLANS SHELTER FOUNDATION, SEE SHEET S2.11 IN RAPIDRIDE 2 KIT OF PARTS STRUCTURAL DRAWINGS 1'-5-1/2" PER STRUCTURAL DRAWINGS CL COLUMN 1'-6"AGGREGATE BASE CLASS 3000 CONCRETE 6" x 1/4" STEEL BAR THROUGH CENTER OF HSS POST 4" MIN2"8"2"4" SQUARE 1/2" REFLECTIVE TAPE, TYP PROVIDE 2"x3/8" JOINT MATERIAL WHERE FOUNDATION ABUTS ADJACENT PAVEMENT 4x4x1/4 HSS BOLLARD FILLED WITH CLASS 3000 CONCRETE 1/2" REFLECTIVE TAPE WITH 1" GAPS BETWEEN TAPE BANDS, TYP 1'-2 1/2" CIRCLE 5"3'-0"BACK OF STATION STREET 20°3'-4"3'-6"6'-0" MAX 4" OC TYP VARIES 1-1/2" DIA STEEL PIPE 3/4" DIA BAR STOCK WELDED TO STEEL PIPES, TYP; OR 2" x 3/8" BAR 1-1/2" DIA PIPE STD STEEL OR 2" x 3/8" PLATE NOTE: 1.SLOPE HORIZONTAL RAILS TO MATCH FINISHED GRADE, VERTICAL ELEMENT SHALL BE PLUMB. CL CL CL CL CLCL S5.01 E 6"1 1/4"1 1/4"3 1/2"6"3"2" MIN4 EACH 5/8" DIA HILTI BOLT, 4 PER BASE PLATE WITH WASHERS, DRILL HOLES IN BASE PLATE FOR ANCHOR BOLTS EDGE OF CONCRETE 8 1/2"10" MIN WHENINSTALLING ON A WALL1-1/2" DIA STEEL PIPE 3/16" FILLET WELD BASE PLATE NON METALIC NON SHRINKING NON STAINING GROUT1/2"1/2"STEEL SHIM 3 1/8"EMBEDMENT2 1/4"5/8" ± DIA NOTES: 1.ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE LATEST WSDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION AND AMENDMENTS. 2.STRUCTURAL STEEL BASE PLATES SHALL BE IN ACCORDANCE WITH ASTM A36 WITH A MINIMUM 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.MINIMUM 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, THE CORE DRILLING 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 DECK AND EDGE DISTANCE TO ATTAIN THIS MINIMUM BOLT LOAD. 10.ALL HILTI HOLES SHALL BE FORE DRILLED IN ACCORDANCE WITH HILTI REQUIREMENTS. 11.GROUT FOR SETTING THE ANCHOR PLATES ON SHALL BE: NON METALLIC, NON STAINING NON SHRINK GROUT (OR DRYPACK) WITH A MINIMUM 28 DAY STRENGTH OF 4000 PSI. MATCH EXISTING CONCRETE COLOR. 12.THE CONTRACTOR SHALL SUBMIT AN INSTALLATION PLAN TO THE ENGINEER FOR REVIEW PRIOR TO INSTALLATION. CL CL CL CLCL TECH PYLON, SEE SHEET FSI-105-00-003/02 IN TECH PYLON DRAWING PACKAGE LANDSCAPE AREA, SEE CIVIL DRAWINGS FOR NON TYPICAL BACK OF STATION CONDITIONS 10' MIN CURB SEE CIVIL DRAWINGS 1'-11" PER STRUCTURAL DRAWINGS CL COLUMN TECH PYLON FOUNDATION, SEE SHEET S3.01 IN RAPIDRIDE 2 KIT OF PARTS STRUCTURAL DRAWINGS CONCRETE PAVING, SEE CIVIL DRAWINGS C:\pw_workdir\den003\ext_sn083213\d0601389\1 S5.01.dwg | Layout: 1S5.01PLOTTED: Nov 04, 2021-09:53:24am By snowaczykXREFS: KCMTD-BORDER_2020.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL STATE O F WASHIN GT ONN O.8 .JU L I E T B.VON G 57EXPLICENS E D LANDSCAPE A R C HITECT02/202 2 METRO PROJECT ENGINEER RENTON SEGMENT TYPICAL STATION SECTIONS 1S5.01 XXX XXX XXX   SCALE: STATION RAILING DETAIL NTS D S5.01 SCALE: STATION BOLLARD DETAIL NTS C S5.01 SCALE: STATION RAILING ATTACHMENT DETAIL NTS E S5.01 SCALE: I LINE RAPIDRIDE TYPICAL SHELTER SECTION SECTION 3/8" = 1'-0" A S5.01 SCALE: I LINE RAPIDRIDE TYPICAL TECH PYLON SECTION SECTION 3/8" = 1'-0" B S5.01 SCALE: STATION RAILING DETAIL NTS D S5.01 172 R-4214172 PLAN ARM REST PER MFR, TYP BASE COURSE, SEE CIVIL THICKENED CONCRETE PAVING BENCH, SEE SPECS 6"NOTE: 1.LOCATE BENCHES AS SHOWN IN PLANS, FIELD VERIFY WITH PROJECT REPRESENTATIVE TO INSTALLATION. 2.INSTALL BENCH LEVEL, PROVIDE LEVELING NUTS AS REQUIRED. SUBGRADE, SEE CIVIL 6"6" SECTION 6"6"6" SECTION1'-5"1'-0" CLR 3'-8", OC 1'-5"ARM REST PER MFR, TYP 4'-0" 4'-0"1'-0" CLREDGE OF CONCRETE PAVING 2S6.01 D 2S6.01 D 2S6.01 D BACK OF BENCH FRONT OF BENCH ELEVATION SECTION FINISH GRADE OF CONCRETE PAVING, SEE CIVIL DWGS BICYCLE RACK, SEE SPECS THICKENED CONCRETE PAVING 3" TYP NOTE: 1.FIELD VERIFY SITE FURNISHING LOCATIONS WITH PROJECT REPRESENTATIVE PRIOR TO INSTALLATION.6"2'-21 2" 2S6.01 D 2S6.01 D 3" TYP PLAN ADJACENT SIDEWALK, SEE CIVIL DWGS EDGE OF CONCRETE PAVING, SEE CIVIL2'-0",TYP8'-0", TYP 6'-0",TYP6'-0", TYP WALL, CURB, OR OTHER VERTICAL OBSTRUCTION 4'-8"4'-8"SECTIONSECTION FINISH GRADE OF ADJACENT CONCRETE PAVING, SEE CIVIL DWGS BASE COURSE NOTE: 1.INSTALL LITTER RECEPTACLE ENCLOSURE LEVEL, USE LEVELING NUTS AS REQUIRED. 2S6.01 D 2S6.01 D 2'-7" 3", TYP3", TYP 3", TYP3", TYP6"6"1'-0", CLR LITTER RECEPTACLE LITTER RECEPTACLE LITTER RECEPTACLE OPENING TO FACE STREET CL 2'-6" STREET BACK OF SIDEWALK MIN 3.5"EMBEDMENTEPOXY SET ANCHOR BOLT INTO CONCRETE SS LOCKING WASHER, DIA SIZED BE 1/8" LARGER THAN CAP HEX NUT GASKET, NEOPRENE OR APPROVED EQUAL CONCRETE PAVING PER CIVIL PLAN SECTION BASE OF BICYCLE RACK OR TRASH RECEPTACLE 3/8" DIA X 3' LENGTH CONCRETE WEDGE ANCHOR, 4 PER BICYCLE RACK OR TRASH RECEPTACLE SS ROUND CAP HEX NUT ON THREADED BOLT; TAMPER & VANDAL PROOF C:\pw_workdir\den003\ext_jb081907\d0601389\1 S6.01.dwg | Layout: 1S6.01PLOTTED: Nov 02, 2021-02:23:45pm By jbakkeXREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL STATE O F WASHIN GT ONN O.8 .JU L I E T B.VON G 57EXPLICENS E D LANDSCAPE A R C HITECT02/202 2 METRO PROJECT ENGINEER RENTON SEGMENT TYPICAL STATION DETAILS 1S6.01 XXX XXX XXX SCALE: I LINE RAPIDRIDE BENCH WITH CONCRET FOOTING DETAIL NTS A 2S6.01 SCALE: I LINE RAPIDRIDE TRASH RECEPTACLE DETAIL NTS B 2S6.01 SCALE: I LINE RAPIDRIDE BICYCLE RACK SURFACE MOUNT DETAIL NTS C 2S6.01 SCALE: I LINE RAPIDRIDE SURFACE MOUNT DETAIL NTS D 2S6.01 173 R-4214173 14+00 10+00 11+001 2ND 13+66.43, 51.36' LT RAMP 1 2 2 C PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12-03 PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15-04 SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16-03 DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02 GENERAL NOTES INTERSECTION NOTES 1 2 1.ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS. 2.UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF CURB ARE FLOWLINE ELEVATIONS. 3.FOR MEDIAN DETAILS, SEE CIVIL DETAILS. 3 4 LEGEND HMA FULL DEPTH CEMENT CONCRETE LANDSCAPING DETECTABLE WARNING SURFACE CEMENT CONCRETE CROSSWALK DOWNTOWN CEMENT CONCRETE SIDEWALK RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED)C:\pw_workdir\den003\jeg_schwasb\d0601389\1 C6.01.dwg | Layout: 1C6.01PLOTTED: Nov 05, 2021-08:43:22am By SCHWASBXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-RDWY_RENTON.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ROW_PROP.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-DR_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-ROW.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 10'20' SCALE: 1" = 10' 0' S 2ND ST RENTON SEGMENT INTERSECTION GRADING & CURB RAMP PLAN S 2ND ST & MORRIS AVE S 1C6.01 A. VILLAR C. WILCOX S. FORMAN  MORRIS AVE S(2ND-LINE) CURB RETURN SCHEDULE CURB RAMP TABLE PERPENDICULAR CURB RAMP EXAMPLE N.T.S.(MOR-LINE)174 R-4214174 17+00 13 2ND 16+93.47, 57.70' LT RAMP 1 22ND 17+25.56, 60.41' LT RAMP 22 2 4 2ND 16+74.77, 49.06' LT LP FL. EL. 32.31 2ND 16+98.85, 68.11' LT HP FL EL: 32.29 2ND 17+28.86, 98.34' LT LP FL EL: 32.10 2ND 17+22.15, 68.56' LT HP FL EL: 32.28 PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12-03 PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15-04 SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16-03 DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02 GENERAL NOTES INTERSECTION NOTES 1 2 1.ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS. 2.UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF CURB ARE FLOWLINE ELEVATIONS. 3.FOR MEDIAN DETAILS, SEE CIVIL DETAILS. 3 4 LEGEND HMA FULL DEPTH CEMENT CONCRETE LANDSCAPING DETECTABLE WARNING SURFACE CEMENT CONCRETE CROSSWALK DOWNTOWN CEMENT CONCRETE SIDEWALK RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED)C:\pw_workdir\den003\jeg_schwasb\d0601389\1 C6.01.dwg | Layout: 1C6.02PLOTTED: Nov 05, 2021-08:47:22am By SCHWASBXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-RDWY_RENTON.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ROW_PROP.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-DR_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-ROW.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 10'20' SCALE: 1" = 10' 0' RENTON SEGMENT INTERSECTION GRADING & CURB RAMP PLAN S 2ND ST & WHITWORTH AVE S 1C6.02 A. VILLAR C. WILCOX S. FORMAN   S 2ND ST WHITWORTH AVE S(2ND-LINE) CURB RETURN SCHEDULE CURB RAMP TABLE PERPENDICULAR CURB RAMP EXAMPLE N.T.S. 175 R-4214175 20+00 2ND 19+90.11, 51.91' LT RAMP 1 22ND 19+99.69, 60.14' LT RAMP 222ND 20+34.67, 65.96' LT RAMP 32 20+35.73, 85.38' LT 1 4 2 3 2ND 19+87.73, 23.51' RT RAMP 41 CPARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12-03 PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15-04 SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16-03 DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02 GENERAL NOTES INTERSECTION NOTES 1 2 1.ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS. 2.UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF CURB ARE FLOWLINE ELEVATIONS. 3.FOR MEDIAN DETAILS, SEE CIVIL DETAILS. 3 4 LEGEND HMA FULL DEPTH CEMENT CONCRETE LANDSCAPING DETECTABLE WARNING SURFACE CEMENT CONCRETE CROSSWALK DOWNTOWN CEMENT CONCRETE SIDEWALK RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED)C:\pw_workdir\den003\jeg_schwasb\d0601389\1 C6.01.dwg | Layout: 1C6.03PLOTTED: Nov 05, 2021-08:51:31am By SCHWASBXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-RDWY_RENTON.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ROW_PROP.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-DR_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-ROW.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 10'20' SCALE: 1" = 10' 0' RENTON SEGMENT INTERSECTION GRADING & CURB RAMP PLAN S 2ND ST & SHATTUCK AVE S 1C6.03 A. VILLAR C. WILCOX S. FORMAN   S 2ND ST SHATTUCK AVE S(2ND-LINE) CURB RETURN SCHEDULE CURB RAMP TABLE PERPENDICULAR CURB RAMP EXAMPLE N.T.S. PARALLEL CURB RAMP EXAMPLE N.T.S. 176 R-4214176 18+29 17+0 0 18+0010+00 11+00 GRA 11+02.98, 39.50' LT RAMP 1 3 1 C 3 2 4 GRA 10+51.44, 42.90' LT DWS 4 GRA 10+31.66, 28.81' LT DWS4 GRA 10+27.69, 39.48' LT DWS4 GRA 10+41.70, 64.65' LT PC GRA 10+45.28, 63.64' LT PT R=2.00' GRA 10+57.33, 28.81' LT PC GRA 10+58.66, 32.09' LT PT GRA 10+25.09, 31.32' LT PC GRA 10+27.02, 28.80' LT PT GRA 10+33.52, 39.49' LT GRA 10+32.01, 34.49' LT GRA 10+36.06, 35.14' LT5' 4'5'GRA 10+84.34, 46.00' LT LP FL EL: 24.82 5'GRA 10+42.49, 37.89' LT GRA 10+41.46, 42.89' LT PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12-03 PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15-04 SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16-03 DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02 GENERAL NOTES INTERSECTION NOTES 1 2 1.ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS. 2.UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF CURB ARE FLOWLINE ELEVATIONS. 3.FOR MEDIAN DETAILS, SEE CIVIL DETAILS. 3 4 LEGEND HMA FULL DEPTH CEMENT CONCRETE LANDSCAPING DETECTABLE WARNING SURFACE CEMENT CONCRETE CROSSWALK DOWNTOWN CEMENT CONCRETE SIDEWALK RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED)C:\pw_workdir\den003\jeg_schwasb\d0601389\1 C6.01.dwg | Layout: 1C6.04PLOTTED: Nov 05, 2021-08:55:32am By SCHWASBXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-RDWY_RENTON.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ROW_PROP.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-DR_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-ROW.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 10'20' SCALE: 1" = 10' 0' RENTON SEGMENT INTERSECTION GRADING & CURB RAMP PLAN S GRADY WAY & LAKE AVE S 1C6.04 A. VILLAR C. WILCOX S. FORMAN   S GRADY WAYLAKE AVE S(LAK-LINE)(GRA-LINE) CURB RETURN SCHEDULE CURB RAMP TABLE SINGLE DIRECTION CURB RAMP EXAMPLE N.T.S. 177 R-4214177 15+00 16+00 GRA 14+99.05, 50.41' LT RAMP 1 1 GRA 15+69.34, 57.69' LT RAMP 21 GRA 15+68.60, 48.12' RT RAMP 31 GRA 14+93.78, 56.19' RT RAMP 4 1 1 2 3 4 C GRA 14+83.02, 41.62' LT LP FL EL: 25.35 GRA 15+54.35, 74.51' RT LP FL EL: 25.88 GRA 15+00.33, 88.48' RT LP FL EL: 25.86 PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12-03 PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15-04 SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16-03 DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02 GENERAL NOTES INTERSECTION NOTES 1 2 1.ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS. 2.UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF CURB ARE FLOWLINE ELEVATIONS. 3.FOR MEDIAN DETAILS, SEE CIVIL DETAILS. 3 4 LEGEND HMA FULL DEPTH CEMENT CONCRETE LANDSCAPING DETECTABLE WARNING SURFACE CEMENT CONCRETE CROSSWALK DOWNTOWN CEMENT CONCRETE SIDEWALK RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED)C:\pw_workdir\den003\jeg_schwasb\d0601389\1 C6.01.dwg | Layout: 1C6.05PLOTTED: Nov 05, 2021-08:59:36am By SCHWASBXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-RDWY_RENTON.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ROW_PROP.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-DR_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-ROW.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 10'20' SCALE: 1" = 10' 0' RENTON SEGMENT INTERSECTION GRADING & CURB RAMP PLAN S GRADY WAY & SHATTUCK AVE S 1C6.05 A. VILLAR C. WILCOX S. FORMAN   S GRADY WAYSHATTUCK AVE S(GRA-LINE) CURB RETURN SCHEDULE CURB RAMP TABLE PARALLEL CURB RAMP EXAMPLE N.T.S. 178 R-4214178 PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12-03 PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15-04 SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16-03 DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02 GENERAL NOTES INTERSECTION NOTES 1 2 1.ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS. 2.UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF CURB ARE FLOWLINE ELEVATIONS. 3.FOR MEDIAN DETAILS, SEE CIVIL DETAILS. 3 4 LEGEND HMA FULL DEPTH CEMENT CONCRETE LANDSCAPING DETECTABLE WARNING SURFACE CEMENT CONCRETE CROSSWALK DOWNTOWN CEMENT CONCRETE SIDEWALK RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) 25+27 25+00 10+00GRA 24+64.83, 50.92' LT RAMP 1 1 1 C C:\pw_workdir\den003\jeg_schwasb\d0601389\1 C6.01.dwg | Layout: 1C6.06PLOTTED: Nov 05, 2021-09:03:39am By SCHWASBXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-RDWY_RENTON.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ROW_PROP.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-DR_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-ROW.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 10'20' SCALE: 1" = 10' 0' RENTON SEGMENT INTERSECTION GRADING & CURB RAMP PLAN S GRADY WAY & TALBOT RD S 1C6.06 A. VILLAR C. WILCOX S. FORMAN   S GRADY WAY TALBOT RD S (SR 515)(GRA-LINE)(TAL-B-LINE)CURB RETURN SCHEDULE CURB RAMP TABLE PARALLEL CURB RAMP EXAMPLE N.T.S. 179 R-4214179 PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12-03 PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15-04 SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16-03 DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02 GENERAL NOTES INTERSECTION NOTES 1 2 1.ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS. 2.UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF CURB ARE FLOWLINE ELEVATIONS. 3.FOR MEDIAN DETAILS, SEE CIVIL DETAILS. 3 4 25+27 24+00 25+00 10+0011+001 2 3 4 TAL-B 10+43.87, 53.96' LT RAMP 11 TAL-B 10+73.33, 84.94' RT RAMP 23 TAL-B 10+52.14, 78.27' RT DWS4 TAL-B 10+51.58, 64.93' RT DWS 4 TAL-B 10+36.56, 61.79' RT DWS4 TAL-B 10+37.50, 49.59' RT DWS 4 TAL-B 10+27.03, 56.56' RT DWS 4 TAL-B 10+64.12, 97.16' RT LP FL EL: 29.79 TAL-B 10+82.35, 42.00' LT LP FL EL: 31.19 LEGEND HMA FULL DEPTH CEMENT CONCRETE LANDSCAPING DETECTABLE WARNING SURFACE CEMENT CONCRETE CROSSWALK DOWNTOWN CEMENT CONCRETE SIDEWALK RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED)C:\pw_workdir\den003\jeg_schwasb\d0601389\1 C6.01.dwg | Layout: 1C6.07PLOTTED: Nov 05, 2021-09:07:41am By SCHWASBXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-RDWY_RENTON.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ROW_PROP.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-DR_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-ROW.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 10'20' SCALE: 1" = 10' 0' RENTON SEGMENT INTERSECTION GRADING & CURB RAMP PLAN S GRADY WAY & TALBOT RD S 1C6.07 A. VILLAR C. WILCOX S. FORMAN   S GRADY WAY TALBOT RD S (SR 515)(GRA-LINE)(TAL-B-LINE)CURB RETURN SCHEDULE CURB RAMP TABLE PERPENDICULAR CURB RAMP EXAMPLE N.T.S. PARALLEL CURB RAMP EXAMPLE N.T.S. C5.02 C 180 R-4214180 PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12-03 PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15-04 SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16-03 DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02 GENERAL NOTES INTERSECTION NOTES 1 2 1.ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS. 2.UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF CURB ARE FLOWLINE ELEVATIONS. 3.FOR MEDIAN DETAILS, SEE CIVIL DETAILS. 3 4 13+00 14+00 1 2 TAL-B 13+54.25, 47.70' LT RAMP 11 TAL-B 14+11.54, 51.30' LT RAMP 21 LEGEND HMA FULL DEPTH CEMENT CONCRETE LANDSCAPING DETECTABLE WARNING SURFACE CEMENT CONCRETE CROSSWALK DOWNTOWN CEMENT CONCRETE SIDEWALK RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED)C:\pw_workdir\den003\jeg_schwasb\d0601389\1 C6.01.dwg | Layout: 1C6.08PLOTTED: Nov 05, 2021-09:11:48am By SCHWASBXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-RDWY_RENTON.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ROW_PROP.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-DR_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-ROW.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 10'20' SCALE: 1" = 10' 0' TALBOT RD S (SR 515) RENTON SEGMENT INTERSECTION GRADING & CURB RAMP PLAN TALBOT RD S 1C6.08 A. VILLAR C. WILCOX S. FORMAN   (TAL-B-LINE) CURB RETURN SCHEDULE CURB RAMP TABLE PARALLEL CURB RAMP EXAMPLE N.T.S. 181 R-4214181 PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12-03 PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15-04 SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16-03 DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02 GENERAL NOTES INTERSECTION NOTES 1 2 1.ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS. 2.UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF CURB ARE FLOWLINE ELEVATIONS. 3.FOR MEDIAN DETAILS, SEE CIVIL DETAILS. 3 4 16+00 1 TAL-B 15+80.72, 51.31' RT RAMP 11 TAL-B 15+84.22, 71.46' RT PT TAL-B 15+78.20, 76.01' RT PC TAL-B 15+71.42, 75.46' RT PT TAL-B 15+68.44, 71.99' RT PC R=5.00' R=3.00' LEGEND HMA FULL DEPTH CEMENT CONCRETE LANDSCAPING DETECTABLE WARNING SURFACE CEMENT CONCRETE CROSSWALK DOWNTOWN CEMENT CONCRETE SIDEWALK RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED)C:\pw_workdir\den003\jeg_schwasb\d0601389\1 C6.01.dwg | Layout: 1C6.09PLOTTED: Nov 05, 2021-09:15:59am By SCHWASBXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-RDWY_RENTON.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ROW_PROP.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-DR_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-ROW.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 10'20' SCALE: 1" = 10' 0' TALBOT RD S (SR 515) RENTON SEGMENT INTERSECTION GRADING & CURB RAMP PLAN TALBOT RD S 1C6.09 A. VILLAR C. WILCOX S. FORMAN   (TAL-B-LINE) CURB RETURN SCHEDULE CURB RAMP TABLE PARALLEL CURB RAMP EXAMPLE N.T.S. 182 R-4214182 PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12-03 PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15-04 SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16-03 DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02 GENERAL NOTES INTERSECTION NOTES 1 2 1.ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS. 2.UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF CURB ARE FLOWLINE ELEVATIONS. 3.FOR MEDIAN DETAILS, SEE CIVIL DETAILS. 3 4 17+00 1 TAL-B 16+59.06, 41.00' LT RAMP 1 3 TAL-B 16+48.67, 41.00' LT LP FL EL: 32.13 LEGEND HMA FULL DEPTH CEMENT CONCRETE LANDSCAPING DETECTABLE WARNING SURFACE CEMENT CONCRETE CROSSWALK DOWNTOWN CEMENT CONCRETE SIDEWALK RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED)C:\pw_workdir\den003\jeg_schwasb\d0601389\1 C6.10.dwg | Layout: 1C6.10PLOTTED: Nov 05, 2021-09:24:32am By SCHWASBXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ROW_PROP.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-DR_RENTON.dwg; 18229-SV-ROW.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwg; X-RDWY_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 10'20' SCALE: 1" = 10' 0' TALBOT RD S (SR 515) RENTON SEGMENT INTERSECTION GRADING & CURB RAMP PLAN TALBOT RD S 1C6.10 A. VILLAR C. WILCOX S. FORMAN   (TAL-B-LINE) CURB RETURN SCHEDULE CURB RAMP TABLE DIRECTIONAL CURB RAMP EXAMPLE NTS 183 R-4214183 PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12-03 PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15-04 SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16-03 DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02 GENERAL NOTES INTERSECTION NOTES 1 2 1.ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS. 2.UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF CURB ARE FLOWLINE ELEVATIONS. 3.FOR MEDIAN DETAILS, SEE CIVIL DETAILS. 3 4 22+00 23+00 1 TAL-B 22+03.77, 42.57' RT RAMP 1 1 TAL-B 22+45.43, 68.42' RT RAMP 2 1 CLEGEND HMA FULL DEPTH CEMENT CONCRETE LANDSCAPING DETECTABLE WARNING SURFACE CEMENT CONCRETE CROSSWALK DOWNTOWN CEMENT CONCRETE SIDEWALK RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED)C:\pw_workdir\den003\jeg_schwasb\d0601389\1 C6.10.dwg | Layout: 1C6.11PLOTTED: Nov 05, 2021-09:28:27am By SCHWASBXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ROW_PROP.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-DR_RENTON.dwg; 18229-SV-ROW.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwg; X-RDWY_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 10'20' SCALE: 1" = 10' 0' TALBOT RD S S RENTON VILLAGE PLRENTON SEGMENT INTERSECTION GRADING & CURB RAMP PLAN TALBOT RD S & S RENTON VILLAGE PL 1C6.11 A. VILLAR C. WILCOX S. FORMAN   (TAL-B-LINE) CURB RETURN SCHEDULE CURB RAMP TABLE PARALLEL CURB RAMP EXAMPLE NTS 184 R-4214184 PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12-03 PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15-04 SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16-03 DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02 GENERAL NOTES INTERSECTION NOTES 1 2 1.ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS. 2.UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF CURB ARE FLOWLINE ELEVATIONS. 3.FOR MEDIAN DETAILS, SEE CIVIL DETAILS. 3 4 25+00 26+00 1 2 TAL-21 25+56.71, 25.82' LT RAMP 11 TAL-21 25+63.01, 18.32' RT RAMP 22 TAL-21 25+69.78, 13.76' RT HP FL EL: 194.07 LEGEND HMA FULL DEPTH CEMENT CONCRETE LANDSCAPING DETECTABLE WARNING SURFACE CEMENT CONCRETE CROSSWALK DOWNTOWN CEMENT CONCRETE SIDEWALK RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED)C:\pw_workdir\den003\jeg_schwasb\d0601389\1 C6.10.dwg | Layout: 1C6.12PLOTTED: Nov 05, 2021-09:32:44am By SCHWASBXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ROW_PROP.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-DR_RENTON.dwg; 18229-SV-ROW.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwg; X-RDWY_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 10'20' SCALE: 1" = 10' 0' TALBOT RD SS 23RD ST RENTON SEGMENT INTERSECTION GRADING & CURB RAMP PLAN TALBOT RD S & S 23RD ST 1C6.12 A. VILLAR C. WILCOX S. FORMAN   (TAL-21-LINE) CURB RETURN SCHEDULE CURB RAMP TABLE PERPENDICULAR CURB RAMP EXAMPLE NTS PARALLEL CURB RAMP EXAMPLE NTS 185 R-4214185 PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12-03 PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15-04 SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16-03 DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02 GENERAL NOTES INTERSECTION NOTES 1 2 1.ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS. 2.UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF CURB ARE FLOWLINE ELEVATIONS. 3.FOR MEDIAN DETAILS, SEE CIVIL DETAILS. 3 4PLPLPLPLPL 57+00 58+00PLPLPLPLPL TAL-21 57+36.25, 14.83' RT RAMP 1 1 LEGEND HMA FULL DEPTH CEMENT CONCRETE LANDSCAPING DETECTABLE WARNING SURFACE CEMENT CONCRETE CROSSWALK DOWNTOWN CEMENT CONCRETE SIDEWALK RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED)C:\pw_workdir\den003\jeg_schwasb\d0601389\1 C6.10.dwg | Layout: 1C6.13PLOTTED: Nov 05, 2021-09:36:48am By SCHWASBXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ROW_PROP.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-DR_RENTON.dwg; 18229-SV-ROW.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwg; X-RDWY_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 10'20' SCALE: 1" = 10' 0' TALBOT RD S S 32ND STRENTON SEGMENT INTERSECTION GRADING & CURB RAMP PLAN TALBOT RD S & S 32ND ST 1C6.13 A. VILLAR C. WILCOX S. FORMAN   (TAL-21-LINE) CURB RAMP TABLE PARALLEL CURB RAMP EXAMPLE NTS 186 R-4214186 PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12-03 PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15-04 SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16-03 DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02 GENERAL NOTES INTERSECTION NOTES 1 2 1.ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS. 2.UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF CURB ARE FLOWLINE ELEVATIONS. 3.FOR MEDIAN DETAILS, SEE CIVIL DETAILS. 3 4 LEGENDPLPLPLPLPLPL PL PLPLPLPLPLPLPL PL PL PLPLPLPLPLPLPL PL PLPLPLPLPLPLPLPL PL PLPLPL 72+00 73+00UD13PLPLPLPLPLPL PL PLPLPLPLPLPLPL PL PL PLPLPLPLPLPLPL PL PLPLPLPLPLPLPLPL PL PLPLPL 2 4 TAL-21 72+38.98, 16.02' LT RAMP 13 TAL-21 73+07.42, 15.98' LT RAMP 2 LP FL EL: 92.57 3 TAL-21 73+15.38, 34.64' LT TAL-21 73+01.96, 55.39' LT TAL-21 72+99.08, 50.29' LT PT TAL-21 72+84.32, 52.41' LT PC TAL-21 72+80.12, 75.24' LT TAL-21 72+82.54, 60.09' LT TAL-21 72+59.49, 72.05' LT R=8.00'' R=8.00' TAL-21 72+56.34, 24.48' LT LP FL EL: 91.99 TAL-21 72+48.99, 46.30' LT TAL-21 72+60.12, 65.98' LT PT TAL-21 72+51.39, 57.07' LT PC TAL-21 72+47.50, 58.41' LT LEGEND HMA FULL DEPTH CEMENT CONCRETE LANDSCAPING DETECTABLE WARNING SURFACE CEMENT CONCRETE CROSSWALK DOWNTOWN CEMENT CONCRETE SIDEWALK RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED)C:\pw_workdir\den003\jeg_schwasb\d0601389\1 C6.10.dwg | Layout: 1C6.14PLOTTED: Nov 05, 2021-09:40:54am By SCHWASBXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ROW_PROP.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-DR_RENTON.dwg; 18229-SV-ROW.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwg; X-RDWY_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 10'20' SCALE: 1" = 10' 0' TALBOT RD SS 37TH STRENTON SEGMENT INTERSECTION GRADING & CURB RAMP PLAN TALBOT RD S & S 37TH ST 1C6.14 A. VILLAR C. WILCOX S. FORMAN   (TAL-21-LINE) CURB RETURN SCHEDULE CURB RAMP TABLE DIRECTIONAL CURB RAMP EXAMPLE NTS 187 R-4214187 PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12-03 PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15-04 SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16-03 DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02 GENERAL NOTES INTERSECTION NOTES 1 2 1.ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS. 2.UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF CURB ARE FLOWLINE ELEVATIONS. 3.FOR MEDIAN DETAILS, SEE CIVIL DETAILS. 3 4P74+00 75+00 1 2PTAL-21 73+75.00, 15.98' LT RAMP 1 1 TAL-21 73+84.09, 19.52' RT RAMP 2 1 TAL-21 75+44.62, 29.75' RT RAMP 31 TAL-21 75+47.93, 35.92' RT LP FL EL 93.89 LEGEND HMA FULL DEPTH CEMENT CONCRETE LANDSCAPING DETECTABLE WARNING SURFACE CEMENT CONCRETE CROSSWALK DOWNTOWN CEMENT CONCRETE SIDEWALK RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED)C:\pw_workdir\den003\jeg_schwasb\d0601389\1 C6.10.dwg | Layout: 1C6.15PLOTTED: Nov 05, 2021-09:45:06am By SCHWASBXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ROW_PROP.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-DR_RENTON.dwg; 18229-SV-ROW.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwg; X-RDWY_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 10'20' SCALE: 1" = 10' 0' TALBOT RD S S 38TH CTS 37TH STRENTON SEGMENT INTERSECTION GRADING & CURB RAMP PLAN TALBOT RD S & S 37TH ST, S 38TH CT 1C6.15 A. VILLAR C. WILCOX S. FORMAN   (TAL-21-LINE) CURB RETURN SCHEDULE CURB RAMP TABLE PARALLEL CURB RAMP EXAMPLE NTS 188 R-4214188 PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12-03 PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15-04 SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16-03 DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02 GENERAL NOTES INTERSECTION NOTES 1 2 1.ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS. 2.UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF CURB ARE FLOWLINE ELEVATIONS. 3.FOR MEDIAN DETAILS, SEE CIVIL DETAILS. 3 4PLPLPLPLPLPL PLPLPLPLPL PL PL89+00 2 1 PLPLPLPLPLPL PLPLPLPLPL PL PLTAL-21 89+12.88, 22.45' LT DWS 4 TAL-21 89+20.40, 5.00' LT DWS 4 TAL-21 89+14.28, 5.00' RT DWS4 TAL-21 89+24.28, 24.71' RT DWS 4FFTAL-21 89+10.40, 5.00' LT TAL-21 89+10.40, 2.00' LT TAL-21 89+14.28, 2.00' RT TAL-21 89+20.40, 2.00' LT TAL-21 89+24.27, 2.00' RT TAL-21 89+24.28, 5.00' RT 10' 10' TAL-21 89+05.68, 21.99' RT LP FL EL: 108.43 TAL-21 88+86.37, 21.92' LT LP FL EL: 108.44 LEGEND HMA FULL DEPTH CEMENT CONCRETE LANDSCAPING DETECTABLE WARNING SURFACE CEMENT CONCRETE CROSSWALK DOWNTOWN CEMENT CONCRETE SIDEWALK RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED)C:\pw_workdir\den003\jeg_schwasb\d0601389\1 C6.10.dwg | Layout: 1C6.16PLOTTED: Nov 05, 2021-09:49:20am By SCHWASBXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ROW_PROP.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-DR_RENTON.dwg; 18229-SV-ROW.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwg; X-RDWY_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 10'20' SCALE: 1" = 10' 0' TALBOT RD S RENTON SEGMENT INTERSECTION GRADING & CURB RAMP PLAN TALBOT RD S 1C6.16 A. VILLAR C. WILCOX S. FORMAN   (TAL-21-LINE) CURB RETURN SCHEDULE 189 R-4214189 PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12-03 PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15-04 SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16-03 DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02 GENERAL NOTES INTERSECTION NOTES 1 2 1.ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS. 2.UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF CURB ARE FLOWLINE ELEVATIONS. 3.FOR MEDIAN DETAILS, SEE CIVIL DETAILS. 3 4 45+00 46+00 LEGEND HMA FULL DEPTH CEMENT CONCRETE LANDSCAPING DETECTABLE WARNING SURFACE CEMENT CONCRETE CROSSWALK DOWNTOWN CEMENT CONCRETE SIDEWALK RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED)C:\pw_workdir\den003\jeg_schwasb\d0601389\1 C6.10.dwg | Layout: 1C6.17PLOTTED: Nov 05, 2021-09:53:33am By SCHWASBXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ROW_PROP.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-DR_RENTON.dwg; 18229-SV-ROW.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwg; X-RDWY_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 10'20' SCALE: 1" = 10' 0' S CARR RD 105TH PL SERENTON SEGMENT INTERSECTION GRADING & CURB RAMP PLAN S CARR RD & 105TH PL SE 1C6.17 A. VILLAR C. WILCOX S. FORMAN   (CAR-LINE) 60% TO BE SUBMITTED AT A LATER DATE ROUTI N G C H A N G E D 190 R-4214190 PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12-03 PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15-04 SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16-03 DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02 GENERAL NOTES INTERSECTION NOTES 1 2 1.ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS. 2.UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF CURB ARE FLOWLINE ELEVATIONS. 3.FOR MEDIAN DETAILS, SEE CIVIL DETAILS. 3 4 48+00 49+00 LEGEND HMA FULL DEPTH CEMENT CONCRETE LANDSCAPING DETECTABLE WARNING SURFACE CEMENT CONCRETE CROSSWALK DOWNTOWN CEMENT CONCRETE SIDEWALK RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED)C:\pw_workdir\den003\jeg_schwasb\d0601389\1 C6.10.dwg | Layout: 1C6.18PLOTTED: Nov 05, 2021-09:57:37am By SCHWASBXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ROW_PROP.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-DR_RENTON.dwg; 18229-SV-ROW.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwg; X-RDWY_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 10'20' SCALE: 1" = 10' 0' S CARR RD 106TH PL SERENTON SEGMENT INTERSECTION GRADING & CURB RAMP PLAN S CARR RD & 106TH PL SE 1C6.18 A. VILLAR C. WILCOX S. FORMAN   (CAR-LINE) 60% TO BE SUBMITTED AT A LATER DATE ROUTI N G C H A N G E D 191 R-4214191 PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12-03 PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15-04 SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16-03 DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02 GENERAL NOTES INTERSECTION NOTES 1 2 1.ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS. 2.UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF CURB ARE FLOWLINE ELEVATIONS. 3.FOR MEDIAN DETAILS, SEE CIVIL DETAILS. 3 4 0+00 54+10 53+00 54+00 LEGEND HMA FULL DEPTH CEMENT CONCRETE LANDSCAPING DETECTABLE WARNING SURFACE CEMENT CONCRETE CROSSWALK DOWNTOWN CEMENT CONCRETE SIDEWALK RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED)C:\pw_workdir\den003\jeg_schwasb\d0601389\1 C6.10.dwg | Layout: 1C6.19PLOTTED: Nov 05, 2021-10:01:39am By SCHWASBXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ROW_PROP.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-DR_RENTON.dwg; 18229-SV-ROW.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwg; X-RDWY_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 10'20' SCALE: 1" = 10' 0' SE CARR RD 108TH AVE SERENTON SEGMENT INTERSECTION GRADING & CURB RAMP PLAN S CARR RD & 108TH AVE SE 1C6.19 A. VILLAR C. WILCOX S. FORMAN   (CAR-LINE)(108TH-LINE)60% TO BE SUBMITTED AT A LATER DATE ROUTI N G C H A N G E D 192 R-4214192 PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12-03 PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15-04 SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16-03 DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02 GENERAL NOTES INTERSECTION NOTES 1 2 1.ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS. 2.UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF CURB ARE FLOWLINE ELEVATIONS. 3.FOR MEDIAN DETAILS, SEE CIVIL DETAILS. 3 4 LEGENDPLPLPLPLPL PL PL PLPLPLPL PL PL PL PLPLPL PL PL PL PLPLPL14+00PLPLPLPLPL PL PL PLPLPLPL PL PL PL PLPLPL PL PL PL PLPLPLCLEGEND HMA FULL DEPTH CEMENT CONCRETE LANDSCAPING DETECTABLE WARNING SURFACE CEMENT CONCRETE CROSSWALK DOWNTOWN CEMENT CONCRETE SIDEWALK RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED)C:\pw_workdir\den003\jeg_schwasb\d0601389\1 C6.20.dwg | Layout: 1C6.20PLOTTED: Nov 05, 2021-10:06:00am By SCHWASBXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-RDWY_RENTON.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ROW_PROP.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-DR_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-BS_Kent.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 10'20' SCALE: 1" = 10' 0' 108TH AVE SE (SR 515)SE 180TH STRENTON SEGMENT INTERSECTION GRADING & CURB RAMP PLAN 108TH AVE SE & SE 180TH ST 1C6.20 A. VILLAR C. WILCOX S. FORMAN   (108TH-LINE) 60% TO BE SUBMITTED AT A LATER DATE ROUTI N G C H A N G E D 193 R-4214193 PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12-03 PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15-04 SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16-03 DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02 GENERAL NOTES INTERSECTION NOTES 1 2 1.ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS. 2.UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF CURB ARE FLOWLINE ELEVATIONS. 3.FOR MEDIAN DETAILS, SEE CIVIL DETAILS. 3 4 PL PLPLPL PL PL PL PLPLPL PL PL PL PL PLPLPL PL PL PL PLPPL 31+00 32+00 108TH 30+61.85, 29.55' LT RAMP 11 108TH 30+69.34, 4.63' LT DWS 4 108TH 30+59.36, 5.39' RT DWS4 108TH 30+66.85, 29.54' RT RAMP 21 1 2 PL PLPLPL PL PL PL PLPLPL PL PL PL PL PLPLPL PL PL PL PLPPL 108TH 31+93.99, 39.44' RT RAMP 32 F C 3 108TH 30+69.36, 5.37' RT 108TH 30+59.34, 4.61' LT LEGEND HMA FULL DEPTH CEMENT CONCRETE LANDSCAPING DETECTABLE WARNING SURFACE CEMENT CONCRETE CROSSWALK DOWNTOWN CEMENT CONCRETE SIDEWALK RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED)C:\pw_workdir\den003\jeg_schwasb\d0601389\1 C6.20.dwg | Layout: 1C6.21PLOTTED: Nov 05, 2021-10:45:07am By SCHWASBXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-RDWY_RENTON.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ROW_PROP.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-DR_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-BS_Kent.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 10'20' SCALE: 1" = 10' 0' 108TH AVE SE (SR 515) RENTON SEGMENT INTERSECTION GRADING & CURB RAMP PLAN 108TH AVE SE & SE 186TH ST 1C6.21 A. VILLAR C. WILCOX S. FORMAN   (108TH-LINE) CURB RETURN SCHEDULE CURB RAMP TABLE PERPENDICULAR CURB RAMP EXAMPLE NTS SE 186TH STPARALLEL CURB RAMP EXAMPLE NTS 194 R-4214194 PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12-03 PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15-04 SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16-03 DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02 GENERAL NOTES INTERSECTION NOTES 1 2 1.ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS. 2.UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF CURB ARE FLOWLINE ELEVATIONS. 3.FOR MEDIAN DETAILS, SEE CIVIL DETAILS. 3 4 54+00 108TH 54+48.92, 36.80' LT RAMP 11 1 F 108TH 54+61.08, 54.76' LT LP LEGEND HMA FULL DEPTH CEMENT CONCRETE LANDSCAPING DETECTABLE WARNING SURFACE CEMENT CONCRETE CROSSWALK DOWNTOWN CEMENT CONCRETE SIDEWALK RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED)C:\pw_workdir\den003\jeg_schwasb\d0601389\1 C6.20.dwg | Layout: 1C6.22PLOTTED: Nov 05, 2021-10:14:29am By SCHWASBXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-RDWY_RENTON.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ROW_PROP.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-DR_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-BS_Kent.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 10'20' SCALE: 1" = 10' 0' 108TH AVE SE (SR 515)SE 192ND STRENTON SEGMENT INTERSECTION GRADING & CURB RAMP PLAN 108TH AVE SE & SE 192ND ST 1C6.22 A. VILLAR C. WILCOX S. FORMAN  CITY OF RENTONCITY OF KENTCURB RETURN SCHEDULE CURB RAMP TABLE PARALLEL CURB RAMP EXAMPLE NTS (108TH-LINE) 195 R-4214195 SCALE: RAISED BIKE LANE AT STATION DETAIL 1"=5' A -C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C5.01.dwg | Layout: 1C5.01PLOTTED: Nov 05, 2021-03:10:23pm By KHANM1XREFS: KCMTD-BORDER_2020.dwg; X-LEGEND.dwg; X-SN-CHANN_RENTON.dwg; X-RDWY_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ALIGN.dwg; X-PV_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER RENTON SEGMENT CIVIL DETAILS 1C5.01 196 A. VILLAR C. WILCOX S. FORMAN   R-4214196 TAL-B 10+27.97, 60.57' RT PC TAL-B 10+26.95, 61.56' RT PC TAL-B 10+34.58, 60.69' RT PT TAL-B 10+35.82, 62.99' RT PRC TAL-B 10+28.59, 77.07' RT PRC TAL-B 10+26.66, 76.68' RT PT R=1.00' R=1.00' R=1.50' 4' TAL-B 10+28.03, 56.57' RT PC TAL-B 10+27.05, 55.56' RT PT TAL-B 10+27.12, 50.58' RT PC TAL-B 10+28.12, 49.59' RT PT TAL-B 10+32.57, 49.59' RT PC TAL-B 10+33.07, 55.74' RT PC TAL-B 10+32.06, 56.64' RT PT TAL-B 10+33.57, 50.69' RT PT R=1.00' R=1.00' R=1.00' R=1.00' 4'4'TAL-B 10+37.61, 50.50' RT PC TAL-B 10+38.60, 49.59' RT PT TAL-B 10+44.08, 49.59' RT PC TAL-B 10+44.82, 51.27' RT PRC TAL-B 10+39.72, 57.39' RT PRC TAL-B 10+37.03, 56.33' RT PT R=1.00' R=1.50' R=1.00' R=85.00' L=7.96' Δ=005°22'08" R=85.00' L=15.85' Δ=010°40'58"14'SCALE: CONCRETE CROSSWALK DETAIL NOT TO SCALE B -C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C5.01.dwg | Layout: 1C5.02PLOTTED: Nov 05, 2021-03:10:38pm By KHANM1XREFS: KCMTD-BORDER_2020.dwg; X-LEGEND.dwg; X-SN-CHANN_RENTON.dwg; X-RDWY_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ALIGN.dwg; X-PV_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER RENTON SEGMENT CIVIL DETAILS 1C5.02 197 A. VILLAR C. WILCOX S. FORMAN   SCALE: DETAIL 1"=5' C C5.02 S GRADY WAY TALBOT ROAD SSCALE: CEMENT CONC. SIDEWALK WITH INTEGRAL CURB DETAIL NTS D #4 REINFORCING BAR CONT. W/ 2' MIN LAP 3-4" REINFORCING BAR CONT. W/2' MIN LAP AND 2" MIN COVER 4" CSTC 4" CEMENT CONC. SIDEWALK #4 BARS 18" MAX EXISTING GROUND 24" 6" 1" R (TYP) INTEGRAL CURB MAX 2:1 SLOPE CEMENT CONC. SIDEWALK WITH INTEGRAL CURB SIDEWALK WIDTH VARIES @ 18" SPACING R-4214197 18+0010+00.00 11+00.00 DW-R01 10+00.00 GRA 18+07.17 MATCH NEATLY TO EXISTING ASPHALT SURFACE N22° 04' 27"W 30'DW-R01 11+00.00 N: 175297.53 E: 1299570.663 1 TYPE C2B 5 5 DW-R01 10+39.50 DW-R01 10+67.00 DW-R01 10+56.55, 19.82' LT DW-R01 10+63.05, 19.79' LT DW-R01 10+63.03, 14.79' LT DW-R01 10+67.07, 22.78' LT7.5' DW-R01 10+63.03, 15.02' RT DW-R01 10+63.05, 20.02' RT DW-R01 10+56.55, 20.05' RT DW-R01 10+67.07, 23.01' RT7.5' 5.5'8'3.5' R=2.50' DW-R01 10+53.03, 14.83' LT DW-R01 10+53.03, 15.06' RT R=2.50' GENERAL NOTES CONSTRUCTION NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE MEASURED TO THE FACE OF CURB. 2.REFER TO PAVING PLANS FOR ROADWAY PAVING DETAILS. 3.REFER TO ROADWAY TYPICAL SECTIONS FOR PROPERTY SLOPE RESTORATION DETAILS BEHIND SIDEWALK. 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. CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS NOTED) PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5 CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE (TYPE AS NOTED) PER CITY OF RENTON STD PLANS 104.1 AND 104.3 ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG 58H-22 OVER 4-IN CSBC. CONCRETE APPROACH WITH 6-IN. CEMENT CONC. PAVEMENT OVER 3-IN CSBC. CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 1 2 3 4 5 LEGEND HMA CEMENT CONCRETE PAVEMENT LANDSCAPING RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) TEMPORARY CONSTRUCTION EASEMENT FENCE RETAINING WALL 20 25 30 35 20 25 30 35 10+00 10+20 10+40 10+60 10+80 11+0027.327.426.9027.927.76EXPROPPROPOSED GROUND EXISTING GROUND 1.50%4.84% 8.11%VPI STA = 10+39.96EL 26.90VPI STA = 10+45.00EL 27.31VPI STA = 10+53.00EL 27.43VPI STA = 10+67.00EL 28.10VPI STA = 10+26.50EL 27.02-2.24%20+0010+00.00 11+00.00 DW-R02 10+00.00 GRA 19+76.59 N24° 36' 55"W 30'1 TYPE C2B 3 MATCH NEATLY TO EXISTING ASPHALT SURFACE DW-R02 10+67.00 DW-R02 11+00.00 N: 175362.90 E: 1299722.13 DW-R02 10+39.50 5 DW-R02 10+56.55, 19.80' LT DW-R02 10+67.07, 22.75' LT DW-R02 10+63.05, 19.77' LT DW-R02 10+63.03, 14.77' LT 7.5' DW-R02 10+63.03, 15.04' RT DW-R02 10+63.05, 20.04' RT DW-R02 10+56.55, 20.07' RT DW-R02 10+67.10, 28.03' RT 5 7.5'5.5'8'3.5' DW-R02 10+53.03, 14.81' LT R=2.50' R=2.50' DW-R02 10+53.03, 15.08' RT 20 25 30 35 20 25 30 35 10+00 10+20 10+40 10+60 10+80 11+0027.727.827.3728.328.391.50% 7.14% 8.11%VPI STA = 10+39.95EL 27.36VPI STA = 10+45.00EL 27.77VPI STA = 10+53.00EL 27.89VPI STA = 10+67.00EL 28.89EXPROPPROPOSED GROUND EXISTING GROUND VPI STA = 10+26.50EL 27.41-1.58%C:\Users\schwasb\appdata\local\temp\AcPublish_20916\1 C9.01.dwg | Layout: 1C9.01PLOTTED: Nov 05, 2021-02:00:25pm By SCHWASBXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-RDWY_RENTON.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ROW_PROP.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-DR_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER RENTON SEGMENT DRIVEWAY PLAN & PROFILE 1C9.01 A. VILLAR C. WILCOX S. FORMAN  S GRADY WAY(GRA-LINE)DW-R01-LINE DRIVEWAY DW-R01 PROFILE SINGLE COMMERCIAL DRIVEWAY 10'20' SCALE: 1" = 10' 0' 2'4' SCALE: 1" = 2' 0' HORIZ VERT DRIVEWAY DW-R01 PLAN SINGLE COMMERCIAL DRIVEWAY S GRADY WAY(GRA-LINE)DW-R02-LINE DRIVEWAY DW-R02 PLAN SINGLE COMMERCIAL DRIVEWAY DRIVEWAY DW-R02 PROFILE SINGLE COMMERCIAL DRIVEWAY 198 R-4214198 10+00.00 11+00.00 DW-R03 10+00.00 GRA 22+39.79 N28° 33' 46"W 1 TYPE C2B 3 45'MATCH NEATLY TO EXISTING ASPHALT SURFACE 192305-9070 DW-R03 10+63.00 DW-R03 11+00.00 N: 175477.45 E: 1299951.00 DW-R03 10+39.50 5 DW-R03 10+63.07, 22.37' LT DW-R03 10+63.23, 41.37' RT 4.53'MATCH NEATLY TO EXISTING ASPHALT SURFACE DW-R03 10+54.29, 22.41' RT DW-R03 10+57.31, 25.33' RT DW-R03 10+53.06, 22.42' LT DW-R03 10+53.07, 22.42' RT R=3.00' 4.5'8'5.5' GENERAL NOTES CONSTRUCTION NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE MEASURED TO THE FACE OF CURB. 2.REFER TO PAVING PLANS FOR ROADWAY PAVING DETAILS. 3.REFER TO ROADWAY TYPICAL SECTIONS FOR PROPERTY SLOPE RESTORATION DETAILS BEHIND SIDEWALK. 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. CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS NOTED) PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5 CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE (TYPE AS NOTED) PER CITY OF RENTON STD PLANS 104.1 AND 104.3 ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG 58H-22 OVER 4-IN CSBC. CONCRETE APPROACH WITH 6-IN. CEMENT CONC. PAVEMENT OVER 3-IN CSBC. CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 1 2 3 4 5 LEGEND HMA CEMENT CONCRETE PAVEMENT LANDSCAPING RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) TEMPORARY CONSTRUCTION EASEMENT FENCE RETAINING WALL 20 25 30 35 20 25 30 35 10+00 10+20 10+40 10+60 10+80 11+0028.728.728.0928.928.84EXPROP1.50%3.18% 8.11%VPI STA = 10+39.95EL 28.09VPI STA = 10+45.00EL 28.50VPI STA = 10+53.00EL 28.62VPI STA = 10+63.00EL 28.94PROPOSED GROUND EXISTING GROUND VPI STA = 10+26.50EL 28.30-3.03%C:\Users\schwasb\appdata\local\temp\AcPublish_20916\1 C9.01.dwg | Layout: 1C9.02PLOTTED: Nov 05, 2021-02:04:51pm By SCHWASBXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-RDWY_RENTON.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ROW_PROP.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-DR_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER RENTON SEGMENT DRIVEWAY PLAN & PROFILE 1C9.02 A. VILLAR C. WILCOX S. FORMAN  S GRADY WAY(GRA-LINE)10'20' SCALE: 1" = 10' 0' 2'4' SCALE: 1" = 2' 0' HORIZ VERT DW-R03-LINE DRIVEWAY DW-R03 PLAN SINGLE COMMERCIAL DRIVEWAY DRIVEWAY DW-R03 PROFILE SINGLE COMMERCIAL DRIVEWAY 199 R-4214199 17+0010+00.00 11+00.00 DW-R04 11+00.00 TAL-B 16+63.82 S87° 28' 01"E 3 1 TYPE C2 21'MATCH NEATLY TO EXISTING ASPHALT SURFACE DW-R04 10+39.75 DW-R04 10+00.00 N: 174936.11 E: 1300383.53 DW-R04 10+58.30 8.5' DW-R04 10+58.22, 10.67' LT DW-R04 10+58.28, 10.33' RT10' GENERAL NOTES CONSTRUCTION NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE MEASURED TO THE FACE OF CURB. 2.REFER TO PAVING PLANS FOR ROADWAY PAVING DETAILS. 3.REFER TO ROADWAY TYPICAL SECTIONS FOR PROPERTY SLOPE RESTORATION DETAILS BEHIND SIDEWALK. 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. CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS NOTED) PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5 CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE (TYPE AS NOTED) PER CITY OF RENTON STD PLANS 104.1 AND 104.3 ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG 58H-22 OVER 4-IN CSBC. CONCRETE APPROACH WITH 6-IN. CEMENT CONC. PAVEMENT OVER 3-IN CSBC. CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 1 2 3 4 5 LEGEND HMA CEMENT CONCRETE PAVEMENT LANDSCAPING RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) TEMPORARY CONSTRUCTION EASEMENT FENCE RETAINING WALL 25 30 35 40 25 30 35 40 10+00 10+20 10+40 10+60 10+80 11+0033.433.333.3133.032.1632.8-10 . 9 3 % -1.50%3.23%VPI STA = 10+39.75EL 33.33VPI STA = 10+48.80EL 32.34VPI STA = 10+57.88EL 32.21VPI STA = 10+71.50EL 32.54PROPOSED GROUND EXISTING GROUND EXPROP18+0010+00.00 11+00.00 DW-R05 11+00.00 TAL-B 17+88.99 S87° 20' 10"E 1 TYPE C2 3 22'DW-R05 10+39.80 DW-R05 10+00.00 N: 174811.31 E: 1300377.72 MATCH NEATLY TO EXISTING ASPHALT SURFACE DW-R05 10+58.30 8.5' DW-R05 10+58.30, 11.00' LT DW-R05 10+58.30, 11.00' RT 10.2' 25 30 35 40 25 30 35 40 10+00 10+20 10+40 10+60 10+80 11+0032.632.332.2732.131.5732.132.6132.61-5.81 % -1.50%1.33%VPI STA = 10+39.80EL 32.28VPI STA = 10+48.80EL 31.76VPI STA = 10+57.88EL 31.62VPI STA = 10+71.50EL 31.72PROPOSED GROUND EXISTING GROUND EXPROP32.6C:\Users\schwasb\appdata\local\temp\AcPublish_20916\1 C9.01.dwg | Layout: 1C9.03PLOTTED: Nov 05, 2021-02:11:06pm By SCHWASBXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-RDWY_RENTON.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ROW_PROP.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-DR_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER RENTON SEGMENT DRIVEWAY PLAN & PROFILE 1C9.03 A. VILLAR C. WILCOX S. FORMAN  TALBOT RD S(TAL-B-LINE)10'20' SCALE: 1" = 10' 0' 2'4' SCALE: 1" = 2' 0' HORIZ VERT DRIVEWAY DW-R04 PLAN SINGLE COMMERCIAL DRIVEWAY DW-R04-LINE DRIVEWAY DW-R04 PROFILE SINGLE COMMERCIAL DRIVEWAY TALBOT RD S(TAL-B-LINE)DRIVEWAY DW-R05 PLAN SINGLE COMMERCIAL DRIVEWAY DW-R05-LINE DRIVEWAY DW-R05 PROFILE SINGLE COMMERCIAL DRIVEWAY TALBOT RD S(TAL-B-LINE)DRIVEWAY DW-R05 PLAN SINGLE COMMERCIAL DRIVEWAY DW-R05-LINE DRIVEWAY DW-R05 PROFILE SINGLE COMMERCIAL DRIVEWAY 200 R-4214200 GENERAL NOTES CONSTRUCTION NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE MEASURED TO THE FACE OF CURB. 2.REFER TO PAVING PLANS FOR ROADWAY PAVING DETAILS. 3.REFER TO ROADWAY TYPICAL SECTIONS FOR PROPERTY SLOPE RESTORATION DETAILS BEHIND SIDEWALK. 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. CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS NOTED) PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5 CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE (TYPE AS NOTED) PER CITY OF RENTON STD PLANS 104.1 AND 104.3 ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG 58H-22 OVER 4-IN CSBC. CONCRETE APPROACH WITH 6-IN. CEMENT CONC. PAVEMENT OVER 3-IN CSBC. CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 1 2 3 4 531+00322305-9135 DW-R07 11+00.00 108TH 30+95.85 DW-R07 10+33.70DW-R07 10+00.00 N: 162316.32 E: 1302841.13 3 2 TYPE R1 S88°44'55"E S88°33'41"E10+00.00 11+00.00PI: 10+64.93FDW-R07 10+70.46 DW-R07 10+64.96, 8.00' LT DW-R07 10+34.16, 5.70' LT DW-R07 10+64.96, 8.00' RT DW-R07 10+33.24, 5.70' RT 5.5' LEGEND HMA CEMENT CONCRETE PAVEMENT LANDSCAPING RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) TEMPORARY CONSTRUCTION EASEMENT FENCE RETAINING WALL 460 465 470 475 460 465 470 475 10+00 10+20 10+40 10+60 10+80 11+00 -1 4 . 9 9 % -11.97% -1.98% 1.99%VPI STA = 10+33.70EL 468.14VPI STA = 10+59.96EL 464.20VPI STA = 10+64.96EL 463.60VPI STA = 10+69.96EL 463.50VPI STA = 10+73.46EL 463.40470.1467.2467.19464.4464.20463.620+00192305-9001 10+00.00 11+00.00 DW-R06 10+00.00 N: 174593.42 E: 1300367.58 S87° 20' 10"E DW-R06 10+41.80 MATCH NEATLY TO EXISTING ASPHALT SURFACE 3 40'8.5' 1 TYPE C2 DW-R06 10+58.30 DW-R06 11+00.00 TAL-B 20+07.11 DW-R06 10+49.80, 20.00' LT DW-R06 10+41.80, 20.00' LT DW-R06 10+41.80, 19.45' RT DW-R06 10+49.80, 20.00' RT 25 30 35 40 25 30 35 40 10+00 10+20 10+40 10+60 10+80 11+0031.731.531.731.3231.8EXPROP-0.63%-1.50%1.93%VPI STA = 10+41.80EL 31.55VPI STA = 10+49.80EL 31.49VPI STA = 10+57.88EL 31.37VPI STA = 10+71.50EL 31.5432.1PROPOSED GROUND EXISTING GROUND C:\Users\schwasb\appdata\local\temp\AcPublish_20916\1 C9.01.dwg | Layout: 1C9.04PLOTTED: Nov 05, 2021-02:17:29pm By SCHWASBXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-RDWY_RENTON.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ROW_PROP.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-DR_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; X-UT_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 108TH AVE SE(108TH-LINE)DW-R07-LINE DRIVEWAY DW-R07 PROFILE SINGLE RESIDENTIAL DRIVEWAY 10'20' SCALE: 1" = 10' 0' DRIVEWAY DW-R07 PLAN SINGLE RESIDENTIAL DRIVEWAY 2'4' SCALE: 1" = 2' 0' HORIZ VERT RENTON SEGMENT DRIVEWAY PLAN & PROFILE 1C9.04 A. VILLAR C. WILCOX S. FORMAN  TALBOT RD S(TAL-B-LINE)DRIVEWAY DW-R06 PLAN SINGLE COMMERCIAL DRIVEWAY DW-R06-LINE DRIVEWAY DW-R06 PROFILE SINGLE COMMERCIAL DRIVEWAY 201 R-4214201 C:\pw_workdir\den003\jeg_hiraskr\d0601389\1 C7.00.dwg | Layout: 1C7.00PLOTTED: Oct 25, 2021-11:47:18am By HIRASKRXREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER CITY OF RENTON DRAINAGE NOTES: RENTON SEGMENT DRAINAGE GENERAL NOTES 1C7.00 J. GREEN H. JOHNSON J. ETULAIN   1.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR. 2.THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE, AND FEDERAL PERMITS PRIOR TO CONSTRUCTION. 3.ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM), RENTON MUNICIPAL CODE (RMC), AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4.APPROVAL OF THE ROAD, GRADING, PARKING, BUILDING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION (E.G. WATER, SEWER, GAS, ELECTRICAL, ETC.). PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY. 5.A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6.THE LOCATION OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANT'S CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE AS-BUILT DRAWINGS ALL UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD IF A CONFLICT EXISTS. 7.VERTICAL DATUM SHALL BE NAVD 88 AND HORIZONTAL DATUM SHALL BE NAD 83 (WA STATE PLANE, NORTH), UNLESS OTHERWISE APPROVED BY THE CITY. REFERENCE BENCHMARK, DATUM, AND ELEVATIONS SHALL BE NOTED ON THE PLANS. 8.ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY PER SECTION 2-03.3(14)D - COMPACTION AND MOISTURE CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS, ALL TRENCH BACKFILL SHALL BE FIRM AND UNYIELDING BUT IN NO CASE SHALL BE COMPACTED TO MORE THAN 92% OF MAXIMUM DRY DENSITY. 9.OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION STANDARDS. 10.ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE START OF CONSTRUCTION. WHERE SHOWN ON THE PLANS OR WHERE DIRECTED BY THE CITY, THE EXISTING MANHOLES, CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED. 11.ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO, OR IN CONJUNCTION WITH, ANY CONSTRUCTION ACTIVITY UNLESS APPROVED BY THE CITY. 12.ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220.00, 220.10, AND 220.20. 13.STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1, 2, OR 5 INSIDE AND OUTSIDE. 14. ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED WITH DUCTILE IRON, BOLT-LOCKING LIDS PER THE CITY STANDARD PLAN 204.10, 204.20, 204.30, 204.40, 204.50. STRUCTURES SHALL HAVE: 15.BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES OF THE RENTON SWDM. A.RECTANGULAR OR ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE OF THE ROADWAY. B.ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE ROADWAY, BUT OUTSIDE OF THE CURB/GUTTER LINE. C.ROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT-OF-WAY OR IN AN EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDS OUTSIDE PUBLIC RIGHT-OF-WAY AND EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LOGO. 16.LIDS OF MANHOLES/CATCH BASINS WITHIN PUBLIC RIGHT-OF-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLE/CATCH BASIN RIMS SHALL BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN. 17.ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT OF WAY SHALL BE SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. 18.ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE (1) FOOT AND SHALL MEET THE FOLLOWING SPECIFICATIONS: A.4-8 INCH ROCK / 40 - 70% PASSING. B.2-4 INCH ROCK / 30 - 40% PASSING; AND C.LESS THAN 2 INCH ROCK / 10 - 20% PASSING 19.FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE, UNLESS APPROVED BY THE CITY. FOOTING DRAINS SHALL NOT BE CONNECTED TO ON-SITE BMPs. 20 THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A BOLT - LOCKING LID MARKED "STORM" OR "DRAIN" SHALL BE LOCATED AT THE PROPERTY LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227.00. 21.ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED OR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL BE PROVIDED TO THE CITY PRIOR TO CONSTRUCTION. 22.ALL NEWLY- INSTALLED AND NEWLY- REHABILITATED (PUBLIC AND PRIVATE) STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV ACCORDING TO THE CITY STANDARD PLAN 266.00. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS AND/OR PAVEMENT. 23.ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 7-04.3(1) OF THE WSDOT STANDARD SPECIFICATIONS AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS TESTED. 24.FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 264.00. 25.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. 26.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. 27.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). 28.PLACEMENT OF SURFACE APPURTENANCES (CATCH BASIN/ MANHOLE LIDS, CLEANOUTS, INLETS, ETC.) IN THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF STREET TRAVEL LANES, BIKE LANES, SIDEWALKS, AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE. ANY SURFACE APPURTENANCE PLACED IN A SIDEWALK OR CROSSWALK SHALL BE FITTED WITH A NON- SLIP OR NON- SKID LID PER ADA REQUIREMENTS. 29.CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BE MAINTAINED BY THE APPLICANT. 30.MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1.A2 (SHOWN BELOW) OF THE RENTON SWDM. 31.CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO CONSTRUCTION APPROVAL OF THE PAVEMENT. COMPLIANCE MAY BE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 5 GALLONS OF WATER IS POURED ONTO THE PAVEMENT SURFACE ALL AT ONCE. IF ONLY A MINOR AMOUNT OF WATER PONDS OR RUNS OFF THE SURFACE, THEN THE PAVEMENT IS CONSIDERED TO MEET THE MINIMUM RATE OF ABSORPTION. AT LEAST ONE TEST SHALL BE CONDUCTED PER 1,000 SQUARE FEET OF PERMEABLE PAVEMENT. IF THIS TEST IS NOT CONCLUSIVE, THEN ANOTHER TEST PER ASTM C1701 SHALL BE CONDUCTED. FOR LARGE AREAS (E.G., PARKING AREAS), TESTING OBSERVATION MAY BE ACCOMPLISHED WHILE WALKING BEHIND A SLOWLY MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE BUCKET TEST. PERMEABLE PAVERS SHALL BE TESTED USING ASTM C1781. ALLOWABLE PIPE MATERIALS AND MINIMUM COVER PIPE TYPE MINIMUM COVER (FT) CORRUGATED STEEL PIPE 2.0 SPIRAL RIB STEEL PIPE 2.0 REINFORCED CONCRETE PIPE 1.0 CORRUGATED OR SPIRAL RIB ALUMINUM PIPE 2.0 DUCTILE IRON 1.0 LINE CORRUGATED POLYETHYLENE PIPE (LCPE)2.0 CORRUGATED POLYETHYLENE PIPE (CPE) - TRIPLE WALL 2.0 POLYVINYL CHLORIDE PIPE (PVC)3.0 SOLID WALL HIGH DENSITY POLYETHYLENE PIPE (HDPE)2.0 202 R-4214202 GENERAL NOTESGENERAL NOTES ADJUST INLET OR CATCH BASIN TO GRADE ADJUST MANHOLE TO GRADE ADJUST STORM DRAIN MANHOLE WITH 1' RISER REMOVE INLET OR CATCH BASIN REMOVE STORM DRAIN PIPE REPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 CONNECTION TO EXISTING DRAINAGE STRUCTURE INSTALL CATCH BASIN TYPE 1 PER CITY OF RENTON PWD STD PLAN 200.00 INSTALL CATCH BASIN TYPE 2 PER CITY OF RENTON PWD STD PLAN 201.00 INSTALL 4'x4' FILTERRA WATER QUALITY UNIT INSTALL 4'x6' FILTERRA WATER QUALITY UNIT INSTALL 4'x8' FILTERRA WATER QUALITY UNIT INSTALL 4'x4' MODULAR WETLAND WATER QUALITY UNIT INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT INSTALL 4'x8' MODULAR WETLAND WATER QUALITY UNIT INSTALL FLOW CONTROL STRUCTURE PER CITY OF RENTON PWD STD 237.00 CONNECTION TO EXISTING PIPE INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB DRAIN, PER DETAIL 1/1 DRD.02 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, PER DETAIL 1/1 DRD.03 INSTALL 12'X6' OIL WATER SEPARATOR UNIT PER CITY OF RENTON PWD STD 240.10 STORM DRAINAGE NOTES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.ALL PROPOSED CATCH BASINS SHALL HAVE VANED GRATES, PER CITY OF RENTON PWD STD PLAN 204.20 LEGEND EXISTING CATCH BASIN EXISTING MANHOLE EXISTING STORM DRAIN PIPE CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 STORM DRAIN PIPESD 17 SD 18 19 2010+0011+0010+00 11+00 12+00 13+00 14+00 C:\pw_workdir\den003\ch2mhill_tluehrs\d0601389\1 C7.01.dwg | Layout: 1C7.01PLOTTED: Oct 27, 2021-07:45:41pm By tluehrsXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-STATION_RENTON.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; X-LEGEND.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL 45577JESSE L . WILLIA M S R EGISTE R E DPRO F ESSIONA L E N G IN EERSTATE O F WASHI NGTONMETRO PROJECT ENGINEER 20'40' SCALE: 1" = 40' 0'S 2ND STLOGAN AVE SRENTON TRANSIT CENTER(LOG-LINE)(2ND-LINE)RENTON SEGMENT DRAINAGE PLAN 2ND 11+00 TO LOG 14+50 1C7.01 J. GREEN H. JOHNSON J. ETULAIN  203 R-4214203 GENERAL NOTESGENERAL NOTES ADJUST INLET OR CATCH BASIN TO GRADE ADJUST MANHOLE TO GRADE ADJUST STORM DRAIN MANHOLE WITH 1' RISER REMOVE INLET OR CATCH BASIN REMOVE STORM DRAIN PIPE REPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 CONNECTION TO EXISTING DRAINAGE STRUCTURE INSTALL CATCH BASIN TYPE 1 PER CITY OF RENTON PWD STD PLAN 200.00 INSTALL CATCH BASIN TYPE 2 PER CITY OF RENTON PWD STD PLAN 201.00 INSTALL 4'x4' FILTERRA WATER QUALITY UNIT INSTALL 4'x6' FILTERRA WATER QUALITY UNIT INSTALL 4'x8' FILTERRA WATER QUALITY UNIT INSTALL 4'x4' MODULAR WETLAND WATER QUALITY UNIT INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT INSTALL 4'x8' MODULAR WETLAND WATER QUALITY UNIT INSTALL FLOW CONTROL STRUCTURE PER CITY OF RENTON PWD STD 237.00 CONNECTION TO EXISTING PIPE INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB DRAIN, PER DETAIL 1/1 DRD.02 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, PER DETAIL 1/1 DRD.03 INSTALL 12'X6' OIL WATER SEPARATOR UNIT PER CITY OF RENTON PWD STD 240.10 STORM DRAINAGE NOTES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.ALL PROPOSED CATCH BASINS SHALL HAVE VANED GRATES, PER CITY OF RENTON PWD STD PLAN 204.20 LEGEND EXISTING CATCH BASIN EXISTING MANHOLE EXISTING STORM DRAIN PIPE CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 STORM DRAIN PIPESD 17 SD 18 19 20 11+0012+0013+0014+0015+0016+00 10+00 11+00SDCB (1-2), TYPE 1 8MOR 10+89.51, 16.34 LT RIM EL = 32.82 IE = 30.78 (8" N) OUT SDCB (1-1), TYPE 2-48"9MOR 10+62.58, 12.38 LT RIM EL = 32.80 IE = 30.64 (8" S) IN IE = 30.64 (6" W) OUT 27 LF 8" SD C:\pw_workdir\den003\ch2mhill_tluehrs\d0601389\1 C7.01.dwg | Layout: 1C7.02PLOTTED: Oct 27, 2021-07:44:40pm By tluehrsXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-STATION_RENTON.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; X-LEGEND.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL 45577JESSE L . WILLIA M S R EGISTE R E DPRO F ESSIONA L E N G IN EERSTATE O F WASHI NGTONMETRO PROJECT ENGINEER 20'40' SCALE: 1" = 40' 0' 4 5 S 2ND ST MORRIS AVE S(2ND-LINE)(MOR-LINE)RENTON SEGMENT DRAINAGE PLAN 2ND 16+00 TO 2ND 11+00 1C7.02 J. GREEN H. JOHNSON J. ETULAIN   17 204 R-4214204 GENERAL NOTESGENERAL NOTES ADJUST INLET OR CATCH BASIN TO GRADE ADJUST MANHOLE TO GRADE ADJUST STORM DRAIN MANHOLE WITH 1' RISER REMOVE INLET OR CATCH BASIN REMOVE STORM DRAIN PIPE REPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 CONNECTION TO EXISTING DRAINAGE STRUCTURE INSTALL CATCH BASIN TYPE 1 PER CITY OF RENTON PWD STD PLAN 200.00 INSTALL CATCH BASIN TYPE 2 PER CITY OF RENTON PWD STD PLAN 201.00 INSTALL 4'x4' FILTERRA WATER QUALITY UNIT INSTALL 4'x6' FILTERRA WATER QUALITY UNIT INSTALL 4'x8' FILTERRA WATER QUALITY UNIT INSTALL 4'x4' MODULAR WETLAND WATER QUALITY UNIT INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT INSTALL 4'x8' MODULAR WETLAND WATER QUALITY UNIT INSTALL FLOW CONTROL STRUCTURE PER CITY OF RENTON PWD STD 237.00 CONNECTION TO EXISTING PIPE INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB DRAIN, PER DETAIL 1/1 DRD.02 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, PER DETAIL 1/1 DRD.03 INSTALL 12'X6' OIL WATER SEPARATOR UNIT PER CITY OF RENTON PWD STD 240.10 STORM DRAINAGE NOTES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.ALL PROPOSED CATCH BASINS SHALL HAVE VANED GRATES, PER CITY OF RENTON PWD STD PLAN 204.20 LEGEND EXISTING CATCH BASIN EXISTING MANHOLE EXISTING STORM DRAIN PIPE CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 STORM DRAIN PIPESD 17 SD 18 19 20 16+0017+0018+0019+0020+00 21+00 SDCB (1-3), TYPE 2-48"9 2ND 20+33.76, 84.89 LT RIM EL = 31.40 IE = 28.42 (8" E) IN IE = 22.44 (12" N) IN IE = 22.44 (12" S) OUT SDMH (1-E3),22ND 20+36.42, 51.05 LT RIM EL = 31.67 IE = 22.70 (12" N) IN IE = 22.60 (12" S) OUT SDCB (1-4), TYPE 1 82ND 20+03.88, 81.54 LT RIM EL = 31.25 IE = 28.58 (8" W) OUT SDCB (1-5), TYPE 182ND 17+28.03, 98.75 LT RIM EL = 32.13 IE = 28.22 (8" N) OUT SDMH (1-E2),22ND 17+23.58, 47.24 LT RIM EL = 32.44 IE = 28.10 (8" S) IN IE = 28.10 (6" NE) IN IE = 28.10 (12" E) IN IE = 28.10 (12" W) OUT SDCB (1-6), TYPE 2-48"92ND 16+75.14, 47.22 LT RIM EL = 32.31 IE = 28.33 (12" W) OUT IE = 28.33 (12" E) OUT 52 LF 8" SD C:\pw_workdir\den003\ch2mhill_tluehrs\d0601389\1 C7.01.dwg | Layout: 1C7.03PLOTTED: Oct 27, 2021-07:43:38pm By tluehrsXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-STATION_RENTON.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; X-LEGEND.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL 45577JESSE L . WILLIA M S R EGISTE R E DPRO F ESSIONA L E N G IN EERSTATE O F WASHI NGTONMETRO PROJECT ENGINEER 20'40' SCALE: 1" = 40' 0'SHATTUCKAVE SWHITWORTHAVE S4 7 455 17 17 4 S 2ND ST (2ND-LINE) RENTON SEGMENT DRAINAGE PLAN 2ND 21+00 TO 2ND 16+00 1C7.03 J. GREEN H. JOHNSON J. ETULAIN   5 33 LF 8" SD 4 5 17 17 205 R-4214205 GENERAL NOTESGENERAL NOTES ADJUST INLET OR CATCH BASIN TO GRADE ADJUST MANHOLE TO GRADE ADJUST STORM DRAIN MANHOLE WITH 1' RISER REMOVE INLET OR CATCH BASIN REMOVE STORM DRAIN PIPE REPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 CONNECTION TO EXISTING DRAINAGE STRUCTURE INSTALL CATCH BASIN TYPE 1 PER CITY OF RENTON PWD STD PLAN 200.00 INSTALL CATCH BASIN TYPE 2 PER CITY OF RENTON PWD STD PLAN 201.00 INSTALL 4'x4' FILTERRA WATER QUALITY UNIT INSTALL 4'x6' FILTERRA WATER QUALITY UNIT INSTALL 4'x8' FILTERRA WATER QUALITY UNIT INSTALL 4'x4' MODULAR WETLAND WATER QUALITY UNIT INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT INSTALL 4'x8' MODULAR WETLAND WATER QUALITY UNIT INSTALL FLOW CONTROL STRUCTURE PER CITY OF RENTON PWD STD 237.00 CONNECTION TO EXISTING PIPE INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB DRAIN, PER DETAIL 1/1 DRD.02 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, PER DETAIL 1/1 DRD.03 INSTALL 12'X6' OIL WATER SEPARATOR UNIT PER CITY OF RENTON PWD STD 240.10 STORM DRAINAGE NOTES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.ALL PROPOSED CATCH BASINS SHALL HAVE VANED GRATES, PER CITY OF RENTON PWD STD PLAN 204.20 LEGEND EXISTING CATCH BASIN EXISTING MANHOLE EXISTING STORM DRAIN PIPE CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 STORM DRAIN PIPESD 17 SD 18 19 2013+0014+0015+0012+00 13+00 14+00 15+00 15+56 C:\pw_workdir\den003\ch2mhill_tluehrs\d0601389\1 C7.01.dwg | Layout: 1C7.04PLOTTED: Oct 27, 2021-07:47:15pm By tluehrsXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-STATION_RENTON.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; X-LEGEND.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL 45577JESSE L . WILLIA M S R EGISTE R E DPRO F ESSIONA L E N G IN EERSTATE O F WASHI NGTONMETRO PROJECT ENGINEER 20'40' SCALE: 1" = 40' 0'S 3RD STMORRIS AVE S (MOR-LINE)(3RD-LINE)RENTON SEGMENT DRAINAGE PLAN MOR 11+30 TO MOR 15+56 1C7.04 J. GREEN H. JOHNSON J. ETULAIN   NO PROPOSED DRAINAGE SHOWN ON THIS SHEET 206 R-4214206 GENERAL NOTESGENERAL NOTES ADJUST INLET OR CATCH BASIN TO GRADE ADJUST MANHOLE TO GRADE ADJUST STORM DRAIN MANHOLE WITH 1' RISER REMOVE INLET OR CATCH BASIN REMOVE STORM DRAIN PIPE REPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 CONNECTION TO EXISTING DRAINAGE STRUCTURE INSTALL CATCH BASIN TYPE 1 PER CITY OF RENTON PWD STD PLAN 200.00 INSTALL CATCH BASIN TYPE 2 PER CITY OF RENTON PWD STD PLAN 201.00 INSTALL 4'x4' FILTERRA WATER QUALITY UNIT INSTALL 4'x6' FILTERRA WATER QUALITY UNIT INSTALL 4'x8' FILTERRA WATER QUALITY UNIT INSTALL 4'x4' MODULAR WETLAND WATER QUALITY UNIT INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT INSTALL 4'x8' MODULAR WETLAND WATER QUALITY UNIT INSTALL FLOW CONTROL STRUCTURE PER CITY OF RENTON PWD STD 237.00 CONNECTION TO EXISTING PIPE INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB DRAIN, PER DETAIL 1/1 DRD.02 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, PER DETAIL 1/1 DRD.03 INSTALL 12'X6' OIL WATER SEPARATOR UNIT PER CITY OF RENTON PWD STD 240.10 STORM DRAINAGE NOTES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.ALL PROPOSED CATCH BASINS SHALL HAVE VANED GRATES, PER CITY OF RENTON PWD STD PLAN 204.20 LEGEND EXISTING CATCH BASIN EXISTING MANHOLE EXISTING STORM DRAIN PIPE CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 STORM DRAIN PIPESD 17 SD 18 19 20 18+29 17+ 0 0 18+0010+00 11+00 12+00 13+00 14+00 SDCB (1-E2)6 GRA 11+05.97, 27.80 LT RIM EL = 25.33 1 IE = 22.30 (8" NE) IN IE = 22.30 (12" SW) OUT SDCB (1-7), TYPE 2-48"9GRA 10+82.93, 44.59 LT RIM EL = 24.86 IE = 21.00 (12" W) IN IE = 21.30 (12" NE) OUT SDCB (1-8), TYPE 1 8GRA 11+17.89, 38.69 LT RIM EL = 25.25 IE = 22.38 (8" SW) OUT 8 GRA 14+83.40, 40.43 LT IE = 22.53 (12" SE) IN IE = 22.53 (12" NW) OUT 16 LF 8" SD C:\pw_workdir\den003\ch2mhill_tluehrs\d0601389\1 C7.01.dwg | Layout: 1C7.05PLOTTED: Oct 27, 2021-07:42:25pm By tluehrsXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-STATION_RENTON.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; X-LEGEND.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL 45577JESSE L . WILLIA M S R EGISTE R E DPRO F ESSIONA L E N G IN EERSTATE O F WASHI NGTONMETRO PROJECT ENGINEER 20'40' SCALE: 1" = 40' 0' S GRADY WAYLAKE AVE S(LAK-LINE)(GRA-LINE) RENTON SEGMENT DRAINAGE PLAN GRA 10+00 TO GRA 14+00 1C7.05 J. GREEN H. JOHNSON J. ETULAIN   7 17 17 4 207 R-4214207 GENERAL NOTESGENERAL NOTES ADJUST INLET OR CATCH BASIN TO GRADE ADJUST MANHOLE TO GRADE ADJUST STORM DRAIN MANHOLE WITH 1' RISER REMOVE INLET OR CATCH BASIN REMOVE STORM DRAIN PIPE REPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 CONNECTION TO EXISTING DRAINAGE STRUCTURE INSTALL CATCH BASIN TYPE 1 PER CITY OF RENTON PWD STD PLAN 200.00 INSTALL CATCH BASIN TYPE 2 PER CITY OF RENTON PWD STD PLAN 201.00 INSTALL 4'x4' FILTERRA WATER QUALITY UNIT INSTALL 4'x6' FILTERRA WATER QUALITY UNIT INSTALL 4'x8' FILTERRA WATER QUALITY UNIT INSTALL 4'x4' MODULAR WETLAND WATER QUALITY UNIT INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT INSTALL 4'x8' MODULAR WETLAND WATER QUALITY UNIT INSTALL FLOW CONTROL STRUCTURE PER CITY OF RENTON PWD STD 237.00 CONNECTION TO EXISTING PIPE INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB DRAIN, PER DETAIL 1/1 DRD.02 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, PER DETAIL 1/1 DRD.03 INSTALL 12'X6' OIL WATER SEPARATOR UNIT PER CITY OF RENTON PWD STD 240.10 STORM DRAINAGE NOTES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.ALL PROPOSED CATCH BASINS SHALL HAVE VANED GRATES, PER CITY OF RENTON PWD STD PLAN 204.20 LEGEND EXISTING CATCH BASIN EXISTING MANHOLE EXISTING STORM DRAIN PIPE CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 STORM DRAIN PIPESD 17 SD 18 19 20 14+00 15+00 16+00 17+00 18+00 19+00 SDCB (1-10), TYPE 1 8GRA 15+86.41, 42.99 LT RIM EL = 26.01 IE = 23.07 (8" S) OUT SDCB (1-13), TYPE 1 8GRA 17+04.66, 38.65 LT RIM EL = 26.87 IE = 24.66 (8" S) OUT SDCB (1-9), TYPE 18GRA 14+83.40, 40.43 LT RIM EL = 25.37 IE = 22.53 (12" SE) IN IE = 22.53 (12" NW) OUT SDCB (1-12), TYPE 1 8GRA 15+53.60, 74.06 RT RIM EL = 25.91 IE = 24.13 (8" S) OUT SDCB (1-11), TYPE 1 8GRA 15+02.29, 88.20 RT RIM EL = 25.90 IE = 24.10' (8" W) IN IE = 24.00' (10" N) IN IE = 23.90' (8" NE) IN IE = 23.90' (10" S) OUT SDCB (1-E3)6 GRA 14+88.95, 33.58 LT RIM EL = 25.46 1 IE = 22.60 (12" E) IN IE = 22.60 (12" NW) OUT SDCB (1-E4)6 GRA 15+82.21, 36.04 LT RIM EL = 25.73 1 IE = 23.03 (8" N) IN IE = 22.70 (12" W) OUT SDCB (1-E6),1GRA 15+52.48, 79.56 RT RIM EL = 25.92 IE = 24.10 (8" N) IN IE = 24.10 (8" SW) OUT 1 8 LF 8" SD 11 LF 8" SD 6 LF 8" SD SDCB (1-E8)6 GRA 17+04.84, 27.55 LT RIM EL = 26.65 1 IE = 24.60 (8" N) IN IE = 24.60 (8" E) OUT 6 LF 12" SD 9 LF 12" SD C:\pw_workdir\den003\ch2mhill_tluehrs\d0601389\1 C7.01.dwg | Layout: 1C7.06PLOTTED: Oct 29, 2021-05:18:23pm By tluehrsXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-STATION_RENTON.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; X-LEGEND.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL 45577JESSE L . WILLIA M S R EGISTE R E DPRO F ESSIONA L E N G IN EERSTATE O F WASHI NGTONMETRO PROJECT ENGINEER 20'40' SCALE: 1" = 40' 0' S GRADY WAY SHATTUCK AVE S(GRA-LINE) RENTON SEGMENT DRAINAGE PLAN GRA 14+00 TO GRA 19+00 1C7.06 J. GREEN H. JOHNSON J. ETULAIN   17 6 1 5 7 7 7 17 4 4 5 7 17 208 R-4214208 GENERAL NOTESGENERAL NOTES ADJUST INLET OR CATCH BASIN TO GRADE ADJUST MANHOLE TO GRADE ADJUST STORM DRAIN MANHOLE WITH 1' RISER REMOVE INLET OR CATCH BASIN REMOVE STORM DRAIN PIPE REPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 CONNECTION TO EXISTING DRAINAGE STRUCTURE INSTALL CATCH BASIN TYPE 1 PER CITY OF RENTON PWD STD PLAN 200.00 INSTALL CATCH BASIN TYPE 2 PER CITY OF RENTON PWD STD PLAN 201.00 INSTALL 4'x4' FILTERRA WATER QUALITY UNIT INSTALL 4'x6' FILTERRA WATER QUALITY UNIT INSTALL 4'x8' FILTERRA WATER QUALITY UNIT INSTALL 4'x4' MODULAR WETLAND WATER QUALITY UNIT INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT INSTALL 4'x8' MODULAR WETLAND WATER QUALITY UNIT INSTALL FLOW CONTROL STRUCTURE PER CITY OF RENTON PWD STD 237.00 CONNECTION TO EXISTING PIPE INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB DRAIN, PER DETAIL 1/1 DRD.02 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, PER DETAIL 1/1 DRD.03 INSTALL 12'X6' OIL WATER SEPARATOR UNIT PER CITY OF RENTON PWD STD 240.10 STORM DRAINAGE NOTES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.ALL PROPOSED CATCH BASINS SHALL HAVE VANED GRATES, PER CITY OF RENTON PWD STD PLAN 204.20 LEGEND EXISTING CATCH BASIN EXISTING MANHOLE EXISTING STORM DRAIN PIPE CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 STORM DRAIN PIPESD 17 SD 18 19 20 19+00 20+00 21+00 22+00 23+00 24+00 SDCB (1-14), TYPE 2-48"9GRA 19+46.84, 37.53 LT RIM EL = 27.85 IE = 23.40 (8" N) IN IE = 23.40 (8" S) OUT SDCB (1-15), TYPE 2-48"9GRA 22+73.54, 37.40 LT RIM EL = 28.08 IE = 25.20 (8" NW) IN IE = 25.20 (8" SE) OUT SDCB (1-E9)6 GRA 19+44.83, 27.37 LT RIM EL = 27.39 1 IE = 23.30 (8" W) IN IE = 23.30 (8" NE) IN IE = 23.40 (8" N) IN IE = 23.30 (8" SE) IN IE = 23.20 (12" NW) OUT SDCB (1-16), TYPE 1 8GRA 19+35.41, 57.75 LT RIM EL = 27.61 IE = 24.53 (12" S) OUT 6 LF 12" SD SDCB (1-E24),1GRA 19+35.25, 51.84 LT RIM EL = 27.76 IE = 24.50 (12" N) IN IE = 24.00 (18" NE) IN IE = 24.00 (18" S) OUT SDCB (1-33), TYPE 1 8GRA 20+58.01, 57.75 LT RIM EL = 27.59 IE = 24.44 (18" NW) IN IE = 24.44 (18" SE) OUT SDCB (1-E26)6 GRA 20+60.22, 51.86 LT RIM EL = 27.95 1 IE = 24.40 (18" NW) IN IE = 24.40 (18" NE) IN IE = 24.30 (18" SW) OUT SDCB (1-34), TYPE 1 8GRA 21+55.38, 57.76 LT RIM EL = 28.16 IE = 24.43 (18" NW) IN IE = 24.43 (18" SE) OUT SDCB (1-E27)6 GRA 21+56.68, 52.45 LT RIM EL = 28.11 1 IE = 24.40 (18" NW) IN IE = 24.40 (18" SW) OUT C:\pw_workdir\den003\jeg_conleye\d0601389\1 C7.01.dwg | Layout: 1C7.07PLOTTED: Nov 04, 2021-07:41:54pm By CONLEYEXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-STATION_RENTON.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; X-LEGEND.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL 45577JESSE L . WILLIA MS R EGIST E R E DPRO FESSIONA L E N G IN EERSTATE O F WASHI NGTONMETRO PROJECT ENGINEER 20'40' SCALE: 1" = 40' 0' S GRADY WAY (GRA-LINE) RENTON SEGMENT DRAINAGE PLAN GRA 19+00 TO GRA 24+00 1C7.07 J. GREEN H. JOHNSON J. ETULAIN 17 177 17 17 17 17 17 17 19 18 6 1 6 1 6 1 6 1 6 209 R-4214209 GENERAL NOTESGENERAL NOTES ADJUST INLET OR CATCH BASIN TO GRADE ADJUST MANHOLE TO GRADE ADJUST STORM DRAIN MANHOLE WITH 1' RISER REMOVE INLET OR CATCH BASIN REMOVE STORM DRAIN PIPE REPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 CONNECTION TO EXISTING DRAINAGE STRUCTURE INSTALL CATCH BASIN TYPE 1 PER CITY OF RENTON PWD STD PLAN 200.00 INSTALL CATCH BASIN TYPE 2 PER CITY OF RENTON PWD STD PLAN 201.00 INSTALL 4'x4' FILTERRA WATER QUALITY UNIT INSTALL 4'x6' FILTERRA WATER QUALITY UNIT INSTALL 4'x8' FILTERRA WATER QUALITY UNIT INSTALL 4'x4' MODULAR WETLAND WATER QUALITY UNIT INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT INSTALL 4'x8' MODULAR WETLAND WATER QUALITY UNIT INSTALL FLOW CONTROL STRUCTURE PER CITY OF RENTON PWD STD 237.00 CONNECTION TO EXISTING PIPE INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB DRAIN, PER DETAIL 1/1 DRD.02 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, PER DETAIL 1/1 DRD.03 INSTALL 12'X6' OIL WATER SEPARATOR UNIT PER CITY OF RENTON PWD STD 240.10 STORM DRAINAGE NOTES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.ALL PROPOSED CATCH BASINS SHALL HAVE VANED GRATES, PER CITY OF RENTON PWD STD PLAN 204.20 LEGEND EXISTING CATCH BASIN EXISTING MANHOLE EXISTING STORM DRAIN PIPE CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 STORM DRAIN PIPESD 17 SD 18 19 20 25+27 24+0025+0010+00 11+00 12+00 13+00 14+00 SDCB (1-18), TYPE 1 8TAL-B 10+74.53, 81.02 RT RIM EL = 30.10 IE = 27.93 (8" N) OUT SDCB (1-E13),1TAL-B 10+99.55, 48.22 RT RIM EL = 31.03 IE = 28.80 (8" NE) OUT SDCB (1-E14)6 TAL-B 10+82.14, 36.03 LT RIM EL = 31.21 1 IE = 28.60 (12" NE) IN IE = 28.30 (12" W) OUT SDMH (1-E6),1 TAL-B 10+37.73, 24.64 RT RIM EL = 31.38 IE = 27.20 (12" E) IN IE = 26.12 (12" SW) IN IE = 25.60 (18" SE) OUT SDCB (1-17), TYPE 1 8TAL-B 10+82.41, 40.49 LT RIM EL = 31.22 IE = 28.80 (6" NE) IN IE = -0.25 (6" NE) IN IE = 28.62 (12" SW) OUT 4 LF 12" SD 43 LF 12" SD 7 LF 8" SD 4 LF 8" SD C:\pw_workdir\den003\jeg_conleye\d0601389\1 C7.01.dwg | Layout: 1C7.08PLOTTED: Nov 04, 2021-05:19:34pm By CONLEYEXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-STATION_RENTON.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; X-LEGEND.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL 45577JESSE L . WILLIA MS R EGIST E R E DPRO FESSIONA L E N G IN EERSTATE O F WASHI NGTONMETRO PROJECT ENGINEER 20'40' SCALE: 1" = 40' 0'S GRADY WAYTALBOT RD S (TAL-B-LINE)(GRA-LINE)RENTON SEGMENT DRAINAGE PLAN GRA 24+00 TO TAL-B 14+00 1C7.08 J. GREEN H. JOHNSON J. ETULAIN OWS (1-1), 11.17'x5.67' RIM EL=30.33 IE=27.90 (8" S) IN IE=27.57 (8" N) OUT MW (1-1), 4.00'x6.33' RIM EL=30.59 IE=27.54 (8" S) IN IE=26.34 (12" N) OUT 14 67 17 7 1 20 1 NOTE TO REVIEWER: AN ADDITIONAL OIL WATER SEPARATOR IS SHOWN DUE TO MODULAR WETLANDS NOT BEING GULD APPROVED FOR OIL CONTROL. THESE COULD BE REPLACED WITH A FILTERRA UNIT BASED ON CITY PREFERENCES. 210 R-4214210 GENERAL NOTESGENERAL NOTES ADJUST INLET OR CATCH BASIN TO GRADE ADJUST MANHOLE TO GRADE ADJUST STORM DRAIN MANHOLE WITH 1' RISER REMOVE INLET OR CATCH BASIN REMOVE STORM DRAIN PIPE REPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 CONNECTION TO EXISTING DRAINAGE STRUCTURE INSTALL CATCH BASIN TYPE 1 PER CITY OF RENTON PWD STD PLAN 200.00 INSTALL CATCH BASIN TYPE 2 PER CITY OF RENTON PWD STD PLAN 201.00 INSTALL 4'x4' FILTERRA WATER QUALITY UNIT INSTALL 4'x6' FILTERRA WATER QUALITY UNIT INSTALL 4'x8' FILTERRA WATER QUALITY UNIT INSTALL 4'x4' MODULAR WETLAND WATER QUALITY UNIT INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT INSTALL 4'x8' MODULAR WETLAND WATER QUALITY UNIT INSTALL FLOW CONTROL STRUCTURE PER CITY OF RENTON PWD STD 237.00 CONNECTION TO EXISTING PIPE INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB DRAIN, PER DETAIL 1/1 DRD.02 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, PER DETAIL 1/1 DRD.03 INSTALL 12'X6' OIL WATER SEPARATOR UNIT PER CITY OF RENTON PWD STD 240.10 STORM DRAINAGE NOTES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.ALL PROPOSED CATCH BASINS SHALL HAVE VANED GRATES, PER CITY OF RENTON PWD STD PLAN 204.20 LEGEND EXISTING CATCH BASIN EXISTING MANHOLE EXISTING STORM DRAIN PIPE CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 STORM DRAIN PIPESD 17 SD 18 19 20 14+00 15+00 16+00 17+00 18+00 SDCB (1-21), TYPE 18TAL-B 18+33.97, 40.86 RT RIM EL = 31.42 IE = 24.00 (12" SW) OUT SDCB (1-19), TYPE 1 8TAL-B 15+17.80, 40.04 LT RIM EL = 33.90 IE = 31.68 (8" S) OUT SDCB (1-20), TYPE 1 8TAL-B 15+39.27, 39.58 LT RIM EL = 33.37 IE = 31.56 (8" N) IN IE = 30.56 (8" W) OUT SDCB (1-E16)6 TAL-B 15+39.28, 28.48 LT RIM EL = 33.51 1 IE = 30.50 (12" N) IN IE = 30.50 (8" E) IN IE = 30.30 (12" W) OUT 23 LF 8" SD 12 LF 8" SD C:\pw_workdir\den003\ch2mhill_tluehrs\d0601389\1 C7.01.dwg | Layout: 1C7.09PLOTTED: Oct 27, 2021-08:01:08pm By tluehrsXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-STATION_RENTON.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; X-LEGEND.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL 45577JESSE L . WILLIA M S R EGISTE R E DPRO F ESSIONA L E N G IN EERSTATE O F WASHI NGTONMETRO PROJECT ENGINEER 20'40' SCALE: 1" = 40' 0' TALBOT RD S (TAL-B-LINE) RENTON SEGMENT DRAINAGE PLAN TAL-B 14+00 TO TAL-B 18+50 1C7.09 J. GREEN H. JOHNSON J. ETULAIN   4 7 1 17 4 5 5 1 211 R-4214211 GENERAL NOTESGENERAL NOTES ADJUST INLET OR CATCH BASIN TO GRADE ADJUST MANHOLE TO GRADE ADJUST STORM DRAIN MANHOLE WITH 1' RISER REMOVE INLET OR CATCH BASIN REMOVE STORM DRAIN PIPE REPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 CONNECTION TO EXISTING DRAINAGE STRUCTURE INSTALL CATCH BASIN TYPE 1 PER CITY OF RENTON PWD STD PLAN 200.00 INSTALL CATCH BASIN TYPE 2 PER CITY OF RENTON PWD STD PLAN 201.00 INSTALL 4'x4' FILTERRA WATER QUALITY UNIT INSTALL 4'x6' FILTERRA WATER QUALITY UNIT INSTALL 4'x8' FILTERRA WATER QUALITY UNIT INSTALL 4'x4' MODULAR WETLAND WATER QUALITY UNIT INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT INSTALL 4'x8' MODULAR WETLAND WATER QUALITY UNIT INSTALL FLOW CONTROL STRUCTURE PER CITY OF RENTON PWD STD 237.00 CONNECTION TO EXISTING PIPE INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB DRAIN, PER DETAIL 1/1 DRD.02 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, PER DETAIL 1/1 DRD.03 INSTALL 12'X6' OIL WATER SEPARATOR UNIT PER CITY OF RENTON PWD STD 240.10 STORM DRAINAGE NOTES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.ALL PROPOSED CATCH BASINS SHALL HAVE VANED GRATES, PER CITY OF RENTON PWD STD PLAN 204.20 LEGEND EXISTING CATCH BASIN EXISTING MANHOLE EXISTING STORM DRAIN PIPE CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 STORM DRAIN PIPESD 17 SD 18 19 20 19+00 20+00 21+00 22+00 23+00 SD SD SD SD SD SD SDCB (1-E18)1TAL-B 20+46.21, 41.03 RT RIM EL = 31.01 IE = 28.41 (12" NE) OUT SDCB (1-24A) TYPE 2-54"9TAL-B 20+00.36, 33.02 RT RIM EL = 31.49 IE = 26.87 (12" S) IN IE = 25.20 (36" N) OUT SDCB (1-25) CB TYPE 2-48"9TAL-B 20+32.33, 53.92 RT RIM EL = 32.24 IE = 26.36 (12" SE) IN IE = 26.36 (12" N) OUT SDCB (1-26) CB TYPE 2-48"9TAL-B 18+68.53, 54.38 RT RIM EL = 33.00 IE = 25.54 (12" S) IN IE = 25.10 (18" E) IN IE = 25.10 (15" W) OUT FCS (1-24C) TYPE 2-54"9TAL-B 18+67.52, 34.23 RT RIM EL = 31.43 16 IE = 25.20 (36" S) IN IE = 25.20 (18" W) OUT SDCB (1-24B) TYPE 2-54"9TAL-B 19+33.81, 33.40 RT RIM EL = 31.53 IE = 25.20 (36" S) IN IE = 28.25 (12" W) IN IE = 25.20 (36" N) OUT 18 LF 12" SD 2 LF 36" SD 58 LF 48" SD 2 LF 36" SD 2 LF 36" SD 57 LF 48" SD 2 LF 36" SD 20 LF 18" SD 164 LF 12" SD SDCB (1-22) TYPE 1 8TAL-B 19+34.17, 40.28 RT RIM EL = 31.29 IE = 28.29 (12" E) OUT 24 LF 12" SD SDCB (1-E17)1TAL-B 20+46.02, 29.63 RT RIM EL = 31.35 6 IE = 26.50 (12" E) IN IE = 26.50 (12" NW) OUT 7 LF 12" SD 28 LF 12" SD C:\pw_workdir\den003\jeg_conleye\d0601389\1 C7.10.dwg | Layout: 1C7.10PLOTTED: Nov 04, 2021-07:58:59pm By CONLEYEXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-DR_RENTON.dwg; X-RDWY_RENTON.dwg; X-UT_RENTON.dwg; X-PV_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-SIGNAL_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL 45577JESSE L . WILLIA MS R EGIST E R E DPRO FESSIONA L E N G IN EERSTATE O F WASHI NGTONMETRO PROJECT ENGINEER 20'40' SCALE: 1" = 40' 0' TALBOT RD S I -405 SB OFF -RAMP (TAL-B-LINE)S RENTON VILLAGE PLRENTON SEGMENT DRAINAGE PLAN TAL-B 18+50 TO TAL-B 23+50 1C7.10 J. GREEN H. JOHNSON J. ETULAIN MW (1-2), 4.00'x8.00' TAL-B 20+21.00, 30.82 RT RIM EL=31.30 IE=28.30 (12" S) IN IE=26.97 (12" N) OUT 15 17 17 5 5 NOTE TO REVIEWER: CONTRACTOR TO VERIFY EXISTING PIPE INVERT AND NOTIFY ENGINEER OF ANY DISCREPANCY PRIOR TO ORDERING STRUCTURES OR BUILDING FLOW CONTROL SYSTEM 5 4 NOTE TO REVIEWER: EXISTING CB WAS NOT LOCATED DURING SURVEY. RECORD DRAWINGS INDICATE STRUCTURE MAY BE BURIED. EXISTING PIPES AND INVERTS WERE REFERENCED FROM RECORD DRAWINGS PROVIDED BY CITY OF RENTON GIS. INVERTS SHOWN ON RECORD DRAWINGS WERE CONVERTED FROM KCAS DATUM TO NAVD88. CONTRACTOR TO VERIFY EXISTING PIPE LOCATION AND INVERT PRIOR TO CONSTRUCTION. 212 R-4214212 GENERAL NOTESGENERAL NOTES ADJUST INLET OR CATCH BASIN TO GRADE ADJUST MANHOLE TO GRADE ADJUST STORM DRAIN MANHOLE WITH 1' RISER REMOVE INLET OR CATCH BASIN REMOVE STORM DRAIN PIPE REPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 CONNECTION TO EXISTING DRAINAGE STRUCTURE INSTALL CATCH BASIN TYPE 1 PER CITY OF RENTON PWD STD PLAN 200.00 INSTALL CATCH BASIN TYPE 2 PER CITY OF RENTON PWD STD PLAN 201.00 INSTALL 4'x4' FILTERRA WATER QUALITY UNIT INSTALL 4'x6' FILTERRA WATER QUALITY UNIT INSTALL 4'x8' FILTERRA WATER QUALITY UNIT INSTALL 4'x4' MODULAR WETLAND WATER QUALITY UNIT INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT INSTALL 4'x8' MODULAR WETLAND WATER QUALITY UNIT INSTALL FLOW CONTROL STRUCTURE PER CITY OF RENTON PWD STD 237.00 CONNECTION TO EXISTING PIPE INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB DRAIN, PER DETAIL 1/1 DRD.02 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, PER DETAIL 1/1 DRD.03 INSTALL 12'X6' OIL WATER SEPARATOR UNIT PER CITY OF RENTON PWD STD 240.10 STORM DRAINAGE NOTES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.ALL PROPOSED CATCH BASINS SHALL HAVE VANED GRATES, PER CITY OF RENTON PWD STD PLAN 204.20 LEGEND EXISTING CATCH BASIN EXISTING MANHOLE EXISTING STORM DRAIN PIPE CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 STORM DRAIN PIPESD 17 SD 18 19 20 33+00 34+00 35+00 36+00 37+00 38+00 C:\pw_workdir\den003\ch2mhill_tluehrs\d0601389\1 C7.10.dwg | Layout: 1C7.11PLOTTED: Oct 27, 2021-08:38:15pm By tluehrsXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-DR_RENTON.dwg; X-RDWY_RENTON.dwg; X-UT_RENTON.dwg; X-PV_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-SIGNAL_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL 45577JESSE L . WILLIA M S R EGISTE R E DPRO F ESSIONA L E N G IN EERSTATE O F WASHI NGTONMETRO PROJECT ENGINEER 20'40' SCALE: 1" = 40' 0' BENSON DR S (SR 515)S PUGET DRS 15TH ST(TAL-B-LINE) RENTON SEGMENT DRAINAGE PLAN TAL-B 33+00 TO TAL-B 38+00 1C7.11 J. GREEN H. JOHNSON J. ETULAIN   NO PROPOSED DRAINAGE IMPROVEMENTS ON THIS SHEET 213 R-4214213 GENERAL NOTESGENERAL NOTES ADJUST INLET OR CATCH BASIN TO GRADE ADJUST MANHOLE TO GRADE ADJUST STORM DRAIN MANHOLE WITH 1' RISER REMOVE INLET OR CATCH BASIN REMOVE STORM DRAIN PIPE REPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 CONNECTION TO EXISTING DRAINAGE STRUCTURE INSTALL CATCH BASIN TYPE 1 PER CITY OF RENTON PWD STD PLAN 200.00 INSTALL CATCH BASIN TYPE 2 PER CITY OF RENTON PWD STD PLAN 201.00 INSTALL 4'x4' FILTERRA WATER QUALITY UNIT INSTALL 4'x6' FILTERRA WATER QUALITY UNIT INSTALL 4'x8' FILTERRA WATER QUALITY UNIT INSTALL 4'x4' MODULAR WETLAND WATER QUALITY UNIT INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT INSTALL 4'x8' MODULAR WETLAND WATER QUALITY UNIT INSTALL FLOW CONTROL STRUCTURE PER CITY OF RENTON PWD STD 237.00 CONNECTION TO EXISTING PIPE INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB DRAIN, PER DETAIL 1/1 DRD.02 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, PER DETAIL 1/1 DRD.03 INSTALL 12'X6' OIL WATER SEPARATOR UNIT PER CITY OF RENTON PWD STD 240.10 STORM DRAINAGE NOTES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.ALL PROPOSED CATCH BASINS SHALL HAVE VANED GRATES, PER CITY OF RENTON PWD STD PLAN 204.20 LEGEND EXISTING CATCH BASIN EXISTING MANHOLE EXISTING STORM DRAIN PIPE CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 STORM DRAIN PIPESD 17 SD 18 19 20 24+00 25+00 26+00 27+00 28+00 29+00 SDCB (1-27) TYPE 1 8TAL-21 25+67.81, 19.36 LT RIM EL = 194.19 IE = 191.19 (12" W) OUT 10 LF 12" SD SDMH (1-E5),2 TAL-21 25+70.85, 9.98 LT RIM EL = 194.10 IE = 191.14 (12" E) IN IE = 188.40 (12" NE) IN IE = 190.20 (12" E) IN IE = 188.50 (12" SW) OUT C:\pw_workdir\den003\ch2mhill_tluehrs\d0601389\1 C7.10.dwg | Layout: 1C7.12PLOTTED: Oct 27, 2021-08:39:12pm By tluehrsXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-DR_RENTON.dwg; X-RDWY_RENTON.dwg; X-UT_RENTON.dwg; X-PV_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-SIGNAL_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL 45577JESSE L . WILLIA M S R EGISTE R E DPRO F ESSIONA L E N G IN EERSTATE O F WASHI NGTONMETRO PROJECT ENGINEER 20'40' SCALE: 1" = 40' 0' TALBOT RD S S 23RD ST (TAL-21-LINE)TALBOT CREST DR SRENTON SEGMENT DRAINAGE PLAN TAL-21 24+00 TO TAL-21 29+00 1C7.12 J. GREEN H. JOHNSON J. ETULAIN   4 57 214 R-4214214 GENERAL NOTESGENERAL NOTES ADJUST INLET OR CATCH BASIN TO GRADE ADJUST MANHOLE TO GRADE ADJUST STORM DRAIN MANHOLE WITH 1' RISER REMOVE INLET OR CATCH BASIN REMOVE STORM DRAIN PIPE REPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 CONNECTION TO EXISTING DRAINAGE STRUCTURE INSTALL CATCH BASIN TYPE 1 PER CITY OF RENTON PWD STD PLAN 200.00 INSTALL CATCH BASIN TYPE 2 PER CITY OF RENTON PWD STD PLAN 201.00 INSTALL 4'x4' FILTERRA WATER QUALITY UNIT INSTALL 4'x6' FILTERRA WATER QUALITY UNIT INSTALL 4'x8' FILTERRA WATER QUALITY UNIT INSTALL 4'x4' MODULAR WETLAND WATER QUALITY UNIT INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT INSTALL 4'x8' MODULAR WETLAND WATER QUALITY UNIT INSTALL FLOW CONTROL STRUCTURE PER CITY OF RENTON PWD STD 237.00 CONNECTION TO EXISTING PIPE INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB DRAIN, PER DETAIL 1/1 DRD.02 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, PER DETAIL 1/1 DRD.03 INSTALL 12'X6' OIL WATER SEPARATOR UNIT PER CITY OF RENTON PWD STD 240.10 STORM DRAINAGE NOTES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.ALL PROPOSED CATCH BASINS SHALL HAVE VANED GRATES, PER CITY OF RENTON PWD STD PLAN 204.20 LEGEND EXISTING CATCH BASIN EXISTING MANHOLE EXISTING STORM DRAIN PIPE CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 STORM DRAIN PIPESD 17 SD 18 19 20 54+00 55+00 56+00 57+00 58+00 59+00 C:\pw_workdir\den003\ch2mhill_tluehrs\d0601389\1 C7.10.dwg | Layout: 1C7.13PLOTTED: Oct 27, 2021-08:40:41pm By tluehrsXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-DR_RENTON.dwg; X-RDWY_RENTON.dwg; X-UT_RENTON.dwg; X-PV_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-SIGNAL_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL 45577JESSE L . WILLIA M S R EGISTE R E DPRO F ESSIONA L E N G IN EERSTATE O F WASHI NGTONMETRO PROJECT ENGINEER 20'40' SCALE: 1" = 40' 0' TALBOT RD S (TAL-21-LINE)S 32ND STRENTON SEGMENT DRAINAGE PLAN TAL-21 54+00 TO TAL-21 59+00 1C7.13 J. GREEN H. JOHNSON J. ETULAIN   NO PROPOSED DRAINAGE IMPROVEMENTS ON THIS SHEET 215 R-4214215 GENERAL NOTESGENERAL NOTES ADJUST INLET OR CATCH BASIN TO GRADE ADJUST MANHOLE TO GRADE ADJUST STORM DRAIN MANHOLE WITH 1' RISER REMOVE INLET OR CATCH BASIN REMOVE STORM DRAIN PIPE REPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 CONNECTION TO EXISTING DRAINAGE STRUCTURE INSTALL CATCH BASIN TYPE 1 PER CITY OF RENTON PWD STD PLAN 200.00 INSTALL CATCH BASIN TYPE 2 PER CITY OF RENTON PWD STD PLAN 201.00 INSTALL 4'x4' FILTERRA WATER QUALITY UNIT INSTALL 4'x6' FILTERRA WATER QUALITY UNIT INSTALL 4'x8' FILTERRA WATER QUALITY UNIT INSTALL 4'x4' MODULAR WETLAND WATER QUALITY UNIT INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT INSTALL 4'x8' MODULAR WETLAND WATER QUALITY UNIT INSTALL FLOW CONTROL STRUCTURE PER CITY OF RENTON PWD STD 237.00 CONNECTION TO EXISTING PIPE INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB DRAIN, PER DETAIL 1/1 DRD.02 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, PER DETAIL 1/1 DRD.03 INSTALL 12'X6' OIL WATER SEPARATOR UNIT PER CITY OF RENTON PWD STD 240.10 STORM DRAINAGE NOTES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.ALL PROPOSED CATCH BASINS SHALL HAVE VANED GRATES, PER CITY OF RENTON PWD STD PLAN 204.20 LEGEND EXISTING CATCH BASIN EXISTING MANHOLE EXISTING STORM DRAIN PIPE CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 STORM DRAIN PIPESD 17 SD 18 19 20 71+00 72+00 73+00 74+00 75+00 76+00SDSDSDSDSDSDCB (1-30) TYPE 2-48"9TAL-21 72+57.98, 23.40 LT RIM EL = 92.91 IE = 89.48 (12" S) IN IE = 90.91 (12" E) IN IE = 89.25 (12" N) OUT SDCB (1-E19)1TAL-21 71+68.06, 19.50 LT RIM EL = 92.02 6 IE = 90.30 (6" SE) IN IE = 90.30 (4" NE) IN IE = 89.03 (8" NW) IN IE = 88.80 (12" S) IN IE = 88.70 (12" N) OUT SDCB (1-28) TYPE 1 8TAL-21 71+65.43, 10.14 LT RIM EL = 91.70 IE = 89.08 (8" SE) OUT SDCB (1-32), TYPE 18TAL-21 75+49.02, 36.40 RT RIM EL = 94.42 IE = 92.20 (8" S) OUT 43 LF 12" SD 10 LF 8" SD SDCB (1-29) TYPE 1 8TAL-21 72+53.40, 35.37 LT RIM EL = 93.64 IE = 90.97 (12" E) IN IE = 90.97 (12" W) OUT SDCB (1-31) TYPE 1 8TAL-21 73+01.24, 26.95 LT RIM EL = 92.78 IE = 89.95 (12" SW) IN IE = 89.70 (12" E) IN IE = 89.70 (12" N) OUT SDCB (1-E22),6 TAL-21 73+09.75, 19.21 LT RIM EL = 92.79 IE = 90.00 (12" S) IN IE = 90.00 (12" NE) OUT 13 LF 12" SD 24 LF 12" SD 90 LF 12" SD 12 LF 12" SD C:\pw_workdir\den003\ch2mhill_tluehrs\d0601389\1 C7.10.dwg | Layout: 1C7.14PLOTTED: Oct 27, 2021-09:35:31pm By tluehrsXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-DR_RENTON.dwg; X-RDWY_RENTON.dwg; X-UT_RENTON.dwg; X-PV_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-SIGNAL_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL 45577JESSE L . WILLIA M S R EGISTE R E DPRO F ESSIONA L E N G IN EERSTATE O F WASHI NGTONMETRO PROJECT ENGINEER 20'40' SCALE: 1" = 40' 0' TALBOT RD S S 37TH STS 37TH STS 38TH CTS 38TH CT(TAL-21-LINE) RENTON SEGMENT DRAINAGE PLAN TAL-21 71+00 TO TAL-21 76+00 1C7.14 J. GREEN H. JOHNSON J. ETULAIN   SDCB (1-33), TYPE 1 TAL-21 73+71.97, 22.66 RT RIM EL=92.54 IE=90.90 (8" E) OUT 8 7 7 45 4 5 5 17 5 1 17 17 4 4 1 216 R-4214216 GENERAL NOTESGENERAL NOTES ADJUST INLET OR CATCH BASIN TO GRADE ADJUST MANHOLE TO GRADE ADJUST STORM DRAIN MANHOLE WITH 1' RISER REMOVE INLET OR CATCH BASIN REMOVE STORM DRAIN PIPE REPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 CONNECTION TO EXISTING DRAINAGE STRUCTURE INSTALL CATCH BASIN TYPE 1 PER CITY OF RENTON PWD STD PLAN 200.00 INSTALL CATCH BASIN TYPE 2 PER CITY OF RENTON PWD STD PLAN 201.00 INSTALL 4'x4' FILTERRA WATER QUALITY UNIT INSTALL 4'x6' FILTERRA WATER QUALITY UNIT INSTALL 4'x8' FILTERRA WATER QUALITY UNIT INSTALL 4'x4' MODULAR WETLAND WATER QUALITY UNIT INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT INSTALL 4'x8' MODULAR WETLAND WATER QUALITY UNIT INSTALL FLOW CONTROL STRUCTURE PER CITY OF RENTON PWD STD 237.00 CONNECTION TO EXISTING PIPE INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB DRAIN, PER DETAIL 1/1 DRD.02 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, PER DETAIL 1/1 DRD.03 INSTALL 12'X6' OIL WATER SEPARATOR UNIT PER CITY OF RENTON PWD STD 240.10 STORM DRAINAGE NOTES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.ALL PROPOSED CATCH BASINS SHALL HAVE VANED GRATES, PER CITY OF RENTON PWD STD PLAN 204.20 LEGEND EXISTING CATCH BASIN EXISTING MANHOLE EXISTING STORM DRAIN PIPE CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 STORM DRAIN PIPESD 17 SD 18 19 20 86+00 87+00 88+00 89+00 90+00 91+00 C:\pw_workdir\den003\ch2mhill_tluehrs\d0601389\1 C7.10.dwg | Layout: 1C7.15PLOTTED: Oct 27, 2021-09:36:29pm By tluehrsXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-DR_RENTON.dwg; X-RDWY_RENTON.dwg; X-UT_RENTON.dwg; X-PV_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-SIGNAL_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL 45577JESSE L . WILLIA M S R EGISTE R E DPRO F ESSIONA L E N G IN EERSTATE O F WASHI NGTONMETRO PROJECT ENGINEER 20'40' SCALE: 1" = 40' 0' TALBOT RD S (TAL-21-LINE) RENTON SEGMENT DRAINAGE PLAN TAL-21 86+00 TO TAL-21 91+00 1C7.15 J. GREEN H. JOHNSON J. ETULAIN   181 18 217 R-4214217 GENERAL NOTESGENERAL NOTES ADJUST INLET OR CATCH BASIN TO GRADE ADJUST MANHOLE TO GRADE ADJUST STORM DRAIN MANHOLE WITH 1' RISER REMOVE INLET OR CATCH BASIN REMOVE STORM DRAIN PIPE REPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 CONNECTION TO EXISTING DRAINAGE STRUCTURE INSTALL CATCH BASIN TYPE 1 PER CITY OF RENTON PWD STD PLAN 200.00 INSTALL CATCH BASIN TYPE 2 PER CITY OF RENTON PWD STD PLAN 201.00 INSTALL 4'x4' FILTERRA WATER QUALITY UNIT INSTALL 4'x6' FILTERRA WATER QUALITY UNIT INSTALL 4'x8' FILTERRA WATER QUALITY UNIT INSTALL 4'x4' MODULAR WETLAND WATER QUALITY UNIT INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT INSTALL 4'x8' MODULAR WETLAND WATER QUALITY UNIT INSTALL FLOW CONTROL STRUCTURE PER CITY OF RENTON PWD STD 237.00 CONNECTION TO EXISTING PIPE INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB DRAIN, PER DETAIL 1/1 DRD.02 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, PER DETAIL 1/1 DRD.03 INSTALL 12'X6' OIL WATER SEPARATOR UNIT PER CITY OF RENTON PWD STD 240.10 STORM DRAINAGE NOTES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.ALL PROPOSED CATCH BASINS SHALL HAVE VANED GRATES, PER CITY OF RENTON PWD STD PLAN 204.20 LEGEND EXISTING CATCH BASIN EXISTING MANHOLE EXISTING STORM DRAIN PIPE CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 STORM DRAIN PIPESD 17 SD 18 19 20 32+ 0 0 33+00 34+00 35+00 36+00 C:\pw_workdir\den003\ch2mhill_tluehrs\d0601389\1 C7.10.dwg | Layout: 1C7.16PLOTTED: Oct 27, 2021-09:37:25pm By tluehrsXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-DR_RENTON.dwg; X-RDWY_RENTON.dwg; X-UT_RENTON.dwg; X-PV_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-SIGNAL_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL 45577JESSE L . WILLIA M S R EGISTE R E DPRO F ESSIONA L E N G IN EERSTATE O F WASHI NGTONMETRO PROJECT ENGINEER 20'40' SCALE: 1" = 40' 0' SE CARR RD MILL AVE SWELLS AVE S(CAR-LINE) RENTON SEGMENT DRAINAGE PLAN CAR 32+00 TO CAR 36+50 1C7.16 J. GREEN H. JOHNSON J. ETULAIN   NO PROPOSED DRAINAGE IMPROVEMENTS ON THIS SHEET 218 R-4214218 GENERAL NOTESGENERAL NOTES ADJUST INLET OR CATCH BASIN TO GRADE ADJUST MANHOLE TO GRADE ADJUST STORM DRAIN MANHOLE WITH 1' RISER REMOVE INLET OR CATCH BASIN REMOVE STORM DRAIN PIPE REPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 CONNECTION TO EXISTING DRAINAGE STRUCTURE INSTALL CATCH BASIN TYPE 1 PER CITY OF RENTON PWD STD PLAN 200.00 INSTALL CATCH BASIN TYPE 2 PER CITY OF RENTON PWD STD PLAN 201.00 INSTALL 4'x4' FILTERRA WATER QUALITY UNIT INSTALL 4'x6' FILTERRA WATER QUALITY UNIT INSTALL 4'x8' FILTERRA WATER QUALITY UNIT INSTALL 4'x4' MODULAR WETLAND WATER QUALITY UNIT INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT INSTALL 4'x8' MODULAR WETLAND WATER QUALITY UNIT INSTALL FLOW CONTROL STRUCTURE PER CITY OF RENTON PWD STD 237.00 CONNECTION TO EXISTING PIPE INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB DRAIN, PER DETAIL 1/1 DRD.02 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, PER DETAIL 1/1 DRD.03 INSTALL 12'X6' OIL WATER SEPARATOR UNIT PER CITY OF RENTON PWD STD 240.10 STORM DRAINAGE NOTES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.ALL PROPOSED CATCH BASINS SHALL HAVE VANED GRATES, PER CITY OF RENTON PWD STD PLAN 204.20 LEGEND EXISTING CATCH BASIN EXISTING MANHOLE EXISTING STORM DRAIN PIPE CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 STORM DRAIN PIPESD 17 SD 18 19 20 43+00 44+00 45+00 46+00 47+00 SDSDSDSDSDSDC:\pw_workdir\den003\ch2mhill_tluehrs\d0601389\1 C7.10.dwg | Layout: 1C7.17PLOTTED: Oct 27, 2021-09:38:22pm By tluehrsXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-DR_RENTON.dwg; X-RDWY_RENTON.dwg; X-UT_RENTON.dwg; X-PV_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-SIGNAL_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL 45577JESSE L . WILLIA M S R EGISTE R E DPRO F ESSIONA L E N G IN EERSTATE O F WASHI NGTONMETRO PROJECT ENGINEER 20'40' SCALE: 1" = 40' 0'105TH PL SERENTON SEGMENT DRAINAGE PLAN CAR 42+50 TO CAR 47+50 1C7.17 J. GREEN H. JOHNSON J. ETULAIN   ROUTI N G C H A N G E D 60% TO BE SUBMITTED AT A LATER DATE 219 R-4214219 GENERAL NOTESGENERAL NOTES ADJUST INLET OR CATCH BASIN TO GRADE ADJUST MANHOLE TO GRADE ADJUST STORM DRAIN MANHOLE WITH 1' RISER REMOVE INLET OR CATCH BASIN REMOVE STORM DRAIN PIPE REPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 CONNECTION TO EXISTING DRAINAGE STRUCTURE INSTALL CATCH BASIN TYPE 1 PER CITY OF RENTON PWD STD PLAN 200.00 INSTALL CATCH BASIN TYPE 2 PER CITY OF RENTON PWD STD PLAN 201.00 INSTALL 4'x4' FILTERRA WATER QUALITY UNIT INSTALL 4'x6' FILTERRA WATER QUALITY UNIT INSTALL 4'x8' FILTERRA WATER QUALITY UNIT INSTALL 4'x4' MODULAR WETLAND WATER QUALITY UNIT INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT INSTALL 4'x8' MODULAR WETLAND WATER QUALITY UNIT INSTALL FLOW CONTROL STRUCTURE PER CITY OF RENTON PWD STD 237.00 CONNECTION TO EXISTING PIPE INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB DRAIN, PER DETAIL 1/1 DRD.02 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, PER DETAIL 1/1 DRD.03 INSTALL 12'X6' OIL WATER SEPARATOR UNIT PER CITY OF RENTON PWD STD 240.10 STORM DRAINAGE NOTES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.ALL PROPOSED CATCH BASINS SHALL HAVE VANED GRATES, PER CITY OF RENTON PWD STD PLAN 204.20 LEGEND EXISTING CATCH BASIN EXISTING MANHOLE EXISTING STORM DRAIN PIPE CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 STORM DRAIN PIPESD 17 SD 18 19 20 48+00 49+00 50+00 51+00 52+00 C:\pw_workdir\den003\ch2mhill_tluehrs\d0601389\1 C7.10.dwg | Layout: 1C7.18PLOTTED: Oct 27, 2021-09:39:14pm By tluehrsXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-DR_RENTON.dwg; X-RDWY_RENTON.dwg; X-UT_RENTON.dwg; X-PV_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-SIGNAL_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL 45577JESSE L . WILLIA M S R EGISTE R E DPRO F ESSIONA L E N G IN EERSTATE O F WASHI NGTONMETRO PROJECT ENGINEER 20'40' SCALE: 1" = 40' 0' RENTON SEGMENT DRAINAGE PLAN CAR 47+50 TO CAR 52+50 1C7.18 J. GREEN H. JOHNSON J. ETULAIN  106TH PL SESE CARR RD (CAR-LINE)106TH PL SEROUTI N G C H A N G E D 60% TO BE SUBMITTED AT A LATER DATE 220 R-4214220 GENERAL NOTESGENERAL NOTES ADJUST INLET OR CATCH BASIN TO GRADE ADJUST MANHOLE TO GRADE ADJUST STORM DRAIN MANHOLE WITH 1' RISER REMOVE INLET OR CATCH BASIN REMOVE STORM DRAIN PIPE REPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 CONNECTION TO EXISTING DRAINAGE STRUCTURE INSTALL CATCH BASIN TYPE 1 PER CITY OF RENTON PWD STD PLAN 200.00 INSTALL CATCH BASIN TYPE 2 PER CITY OF RENTON PWD STD PLAN 201.00 INSTALL 4'x4' FILTERRA WATER QUALITY UNIT INSTALL 4'x6' FILTERRA WATER QUALITY UNIT INSTALL 4'x8' FILTERRA WATER QUALITY UNIT INSTALL 4'x4' MODULAR WETLAND WATER QUALITY UNIT INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT INSTALL 4'x8' MODULAR WETLAND WATER QUALITY UNIT INSTALL FLOW CONTROL STRUCTURE PER CITY OF RENTON PWD STD 237.00 CONNECTION TO EXISTING PIPE INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB DRAIN, PER DETAIL 1/1 DRD.02 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, PER DETAIL 1/1 DRD.03 INSTALL 12'X6' OIL WATER SEPARATOR UNIT PER CITY OF RENTON PWD STD 240.10 STORM DRAINAGE NOTES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.ALL PROPOSED CATCH BASINS SHALL HAVE VANED GRATES, PER CITY OF RENTON PWD STD PLAN 204.20 LEGEND EXISTING CATCH BASIN EXISTING MANHOLE EXISTING STORM DRAIN PIPE CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 STORM DRAIN PIPESD 17 SD 18 19 20 0+00 1+00 2+00 3+00 4+00 54+10 53+0054+00C:\pw_workdir\den003\ch2mhill_tluehrs\d0601389\1 C7.10.dwg | Layout: 1C7.19PLOTTED: Oct 27, 2021-09:40:10pm By tluehrsXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-DR_RENTON.dwg; X-RDWY_RENTON.dwg; X-UT_RENTON.dwg; X-PV_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-SIGNAL_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL 45577JESSE L . WILLIA M S R EGISTE R E DPRO F ESSIONA L E N G IN EERSTATE O F WASHI NGTONMETRO PROJECT ENGINEER 20'40' SCALE: 1" = 40' 0'SE CARR RDSE PETROVITSKY RDBENSON DR S (SR 515) 108TH AVE SE (SR 515) (108TH-LINE)(CAR-LINE)RENTON SEGMENT DRAINAGE PLAN CAR 52+50 TO 108TH 4+00 1C7.19 J. GREEN H. JOHNSON J. ETULAIN   ROUTI N G C H A N G E D 60% TO BE SUBMITTED AT A LATER DATE 221 R-4214221 GENERAL NOTESGENERAL NOTES ADJUST INLET OR CATCH BASIN TO GRADE ADJUST MANHOLE TO GRADE ADJUST STORM DRAIN MANHOLE WITH 1' RISER REMOVE INLET OR CATCH BASIN REMOVE STORM DRAIN PIPE REPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 CONNECTION TO EXISTING DRAINAGE STRUCTURE INSTALL CATCH BASIN TYPE 1 PER CITY OF RENTON PWD STD PLAN 200.00 INSTALL CATCH BASIN TYPE 2 PER CITY OF RENTON PWD STD PLAN 201.00 INSTALL 4'x4' FILTERRA WATER QUALITY UNIT INSTALL 4'x6' FILTERRA WATER QUALITY UNIT INSTALL 4'x8' FILTERRA WATER QUALITY UNIT INSTALL 4'x4' MODULAR WETLAND WATER QUALITY UNIT INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT INSTALL 4'x8' MODULAR WETLAND WATER QUALITY UNIT INSTALL FLOW CONTROL STRUCTURE PER CITY OF RENTON PWD STD 237.00 CONNECTION TO EXISTING PIPE INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB DRAIN, PER DETAIL 1/1 DRD.02 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, PER DETAIL 1/1 DRD.03 INSTALL 12'X6' OIL WATER SEPARATOR UNIT PER CITY OF RENTON PWD STD 240.10 STORM DRAINAGE NOTES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.ALL PROPOSED CATCH BASINS SHALL HAVE VANED GRATES, PER CITY OF RENTON PWD STD PLAN 204.20 LEGEND EXISTING CATCH BASIN EXISTING MANHOLE EXISTING STORM DRAIN PIPE CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 STORM DRAIN PIPESD 17 SD 18 19 20 4+00 5+00 6+00 7+00 8+00 9+00 C:\pw_workdir\den003\ch2mhill_tluehrs\d0601389\1 C7.20.dwg | Layout: 1C7.20PLOTTED: Oct 27, 2021-09:56:00pm By tluehrsXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-STATION_RENTON.dwg; X-RDWY_RENTON.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; X-PV_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; 18229-SV-BS_Kent.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-LEGEND.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL 45577JESSE L . WILLIA M S R EGISTE R E DPRO F ESSIONA L E N G IN EERSTATE O F WASHI NGTONMETRO PROJECT ENGINEER 20'40' SCALE: 1" = 40' 0' 108TH AVE SE (SR 515) (108TH-LINE) RENTON SEGMENT DRAINAGE PLAN 108TH 4+00 TO 108TH 9+00 1C7.20 J. GREEN H. JOHNSON J. ETULAIN   ROUTI N G C H A N G E D 60% TO BE SUBMITTED AT A LATER DATE 222 R-4214222 GENERAL NOTESGENERAL NOTES ADJUST INLET OR CATCH BASIN TO GRADE ADJUST MANHOLE TO GRADE ADJUST STORM DRAIN MANHOLE WITH 1' RISER REMOVE INLET OR CATCH BASIN REMOVE STORM DRAIN PIPE REPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 CONNECTION TO EXISTING DRAINAGE STRUCTURE INSTALL CATCH BASIN TYPE 1 PER CITY OF RENTON PWD STD PLAN 200.00 INSTALL CATCH BASIN TYPE 2 PER CITY OF RENTON PWD STD PLAN 201.00 INSTALL 4'x4' FILTERRA WATER QUALITY UNIT INSTALL 4'x6' FILTERRA WATER QUALITY UNIT INSTALL 4'x8' FILTERRA WATER QUALITY UNIT INSTALL 4'x4' MODULAR WETLAND WATER QUALITY UNIT INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT INSTALL 4'x8' MODULAR WETLAND WATER QUALITY UNIT INSTALL FLOW CONTROL STRUCTURE PER CITY OF RENTON PWD STD 237.00 CONNECTION TO EXISTING PIPE INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB DRAIN, PER DETAIL 1/1 DRD.02 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, PER DETAIL 1/1 DRD.03 INSTALL 12'X6' OIL WATER SEPARATOR UNIT PER CITY OF RENTON PWD STD 240.10 STORM DRAINAGE NOTES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.ALL PROPOSED CATCH BASINS SHALL HAVE VANED GRATES, PER CITY OF RENTON PWD STD PLAN 204.20 LEGEND EXISTING CATCH BASIN EXISTING MANHOLE EXISTING STORM DRAIN PIPE CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 STORM DRAIN PIPESD 17 SD 18 19 20 13+00 14+00 15+00 16+00 17+00 18+00SDSDSDSDSD C:\pw_workdir\den003\ch2mhill_tluehrs\d0601389\1 C7.20.dwg | Layout: 1C7.21PLOTTED: Oct 27, 2021-09:57:07pm By tluehrsXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-STATION_RENTON.dwg; X-RDWY_RENTON.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; X-PV_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; 18229-SV-BS_Kent.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-LEGEND.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL 45577JESSE L . WILLIA M S R EGISTE R E DPRO F ESSIONA L E N G IN EERSTATE O F WASHI NGTONMETRO PROJECT ENGINEER 20'40' SCALE: 1" = 40' 0'SE 181ST STSE 180TH ST108TH AVE SE (SR 515) (108TH-LINE) RENTON SEGMENT DRAINAGE PLAN 108TH 13+00 TO 108TH 18+00 1C7.21 J. GREEN H. JOHNSON J. ETULAIN   ROUTI N G C H A N G E D 60% TO BE SUBMITTED AT A LATER DATE 223 R-4214223 GENERAL NOTESGENERAL NOTES ADJUST INLET OR CATCH BASIN TO GRADE ADJUST MANHOLE TO GRADE ADJUST STORM DRAIN MANHOLE WITH 1' RISER REMOVE INLET OR CATCH BASIN REMOVE STORM DRAIN PIPE REPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 CONNECTION TO EXISTING DRAINAGE STRUCTURE INSTALL CATCH BASIN TYPE 1 PER CITY OF RENTON PWD STD PLAN 200.00 INSTALL CATCH BASIN TYPE 2 PER CITY OF RENTON PWD STD PLAN 201.00 INSTALL 4'x4' FILTERRA WATER QUALITY UNIT INSTALL 4'x6' FILTERRA WATER QUALITY UNIT INSTALL 4'x8' FILTERRA WATER QUALITY UNIT INSTALL 4'x4' MODULAR WETLAND WATER QUALITY UNIT INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT INSTALL 4'x8' MODULAR WETLAND WATER QUALITY UNIT INSTALL FLOW CONTROL STRUCTURE PER CITY OF RENTON PWD STD 237.00 CONNECTION TO EXISTING PIPE INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB DRAIN, PER DETAIL 1/1 DRD.02 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, PER DETAIL 1/1 DRD.03 INSTALL 12'X6' OIL WATER SEPARATOR UNIT PER CITY OF RENTON PWD STD 240.10 STORM DRAINAGE NOTES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.ALL PROPOSED CATCH BASINS SHALL HAVE VANED GRATES, PER CITY OF RENTON PWD STD PLAN 204.20 LEGEND EXISTING CATCH BASIN EXISTING MANHOLE EXISTING STORM DRAIN PIPE CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 STORM DRAIN PIPESD 17 SD 18 19 20 28+00 29+00 30+00 31+00 32+00 33+00 C:\pw_workdir\den003\ch2mhill_tluehrs\d0601389\1 C7.20.dwg | Layout: 1C7.22PLOTTED: Oct 27, 2021-10:04:56pm By tluehrsXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-STATION_RENTON.dwg; X-RDWY_RENTON.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; X-PV_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; 18229-SV-BS_Kent.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-LEGEND.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL 45577JESSE L . WILLIA M S R EGISTE R E DPRO F ESSIONA L E N G IN EERSTATE O F WASHI NGTONMETRO PROJECT ENGINEER 20'40' SCALE: 1" = 40' 0' 108TH AVE SE (SR 515)SE 186TH STSE 184TH LN(108TH-LINE)SE 186TH STRENTON SEGMENT DRAINAGE PLAN 108TH 28+00 TO 108TH 33+00 1C7.22 J. GREEN H. JOHNSON J. ETULAIN   19 1 18 224 R-4214224 GENERAL NOTESGENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.ALL PROPOSED CATCH BASINS SHALL HAVE VANED GRATES, PER CITY OF RENTON PWD STD PLAN 204.20 ADJUST INLET OR CATCH BASIN TO GRADE ADJUST MANHOLE TO GRADE ADJUST STORM DRAIN MANHOLE WITH 1' RISER REMOVE INLET OR CATCH BASIN REMOVE STORM DRAIN PIPE REPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 CONNECTION TO EXISTING DRAINAGE STRUCTURE INSTALL CATCH BASIN TYPE 1 PER CITY OF RENTON PWD STD PLAN 200.00 INSTALL CATCH BASIN TYPE 2 PER CITY OF RENTON PWD STD PLAN 201.00 INSTALL 4'x4' FILTERRA WATER QUALITY UNIT INSTALL 4'x6' FILTERRA WATER QUALITY UNIT INSTALL 4'x8' FILTERRA WATER QUALITY UNIT INSTALL 4'x4' MODULAR WETLAND WATER QUALITY UNIT INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT INSTALL 4'x8' MODULAR WETLAND WATER QUALITY UNIT INSTALL FLOW CONTROL STRUCTURE PER CITY OF RENTON PWD STD 237.00 CONNECTION TO EXISTING PIPE INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB DRAIN, PER DETAIL 1/1 DRD.02 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, PER DETAIL 1/1 DRD.03 INSTALL 12'X6' OIL WATER SEPARATOR UNIT PER CITY OF RENTON PWD STD 240.10 STORM DRAINAGE NOTES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 LEGEND EXISTING CATCH BASIN EXISTING MANHOLE EXISTING STORM DRAIN PIPE CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 STORM DRAIN PIPESD 17 SD 18 19 20SE 192ND ST108TH AVE SE (SR-515)OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHP OHP OHP OHP OHPWATER PER GISWATER PER GISOHPOHPOHP108TH AVE SE (SR-515)52+00 53+00 54+00 55+00 56+00 57+00 SD SD SD SDCB (1-E28)1 108TH 53+41.32, 41.32 LT RIM EL = 461.10 IE = 458.30 (4" E) IN IE = 457.50 (8" W) OUT SDCB (1-35) TYPE 18108TH 53+41.32, 28.14 LT RIM EL = 460.90 IE = 457.44 (8" E) IN IE = 455.83 (8" S) OUT 12 LF 8" SD 86 LF 8" SD SDCB (1-E30), TYPE 1 1108TH 54+29.70, 28.04 LT RIM EL = 456.12 IE = 455.40 (8" N) IN IE = 454.90 (12" W) OUT C:\pw_workdir\den003\jeg_conleye\d0601389\1 C7.20.dwg | Layout: 1C7.23PLOTTED: Nov 03, 2021-07:04:09pm By CONLEYEXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-STATION_RENTON.dwg; X-RDWY_RENTON.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; X-PV_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; 18229-SV-BS_Kent.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-LEGEND.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL 45577JESSE L . WILLIA MS R EGIST E R E DPRO FESSIONA L E N G IN EERSTATE O F WASHI NGTONMETRO PROJECT ENGINEER 20'40' SCALE: 1" = 40' 0' 108TH AVE SE (SR 515)SE 192ND STCITY OF RENTON(108TH-LINE)CITY OF KENTSEE VOLUME 2 FOR CITY OF KENT IMPROVEMENTS RENTON SEGMENT DRAINAGE PLAN 108TH 52+00 TO 108TH 57+00 1C7.23 J. GREEN H. JOHNSON J. ETULAIN 718 7 5 225 R-4214225 10 20 30 40 50 60 10 20 30 40 50 60 10 20 30 40 50 60 10 20 30 40 50 60 10 20 30 40 50 60 10 20 30 40 50 60 EX SDCB (1-E1)IE 21.10 (12" W)RIM 24.71TO BE REMOVEDSDCB (1-7) TYPE 2-48"RIM 24.86IE 21.00 (12" W)IE 21.30 (12" NE)EX OHP10 20 30 40 50 60 10 20 30 40 50 60 SDCB (1-3) TYPE 2-48"RIM 31.40IE 28.42 (8" E)IE 22.44 (12" N)IE 22.44 (12" S)SDCB (1-4) TYPE 1RIM 31.25IE 28.58 (8" W)EX 24" SS SDCB (1-5) TYPE 1RIM 32.13IE 28.22 (8" N)EX SDMH (1-E2)IE 28.10 (8" S)IE 28.10 (6" NE)IE 28.10 (12" E)IE 28.10 (12" W)RIM 32.44EX PEX TEX TEX PEX 6" RCPTO BE REMOVEDEX G52 LF 8" SD @ 0.23% 33 LF 8" SD @ 0.49%SDCB (1-2) TYPE 1RIM 32.82IE 30.78 (8" N)SDCB (1-1) TYPE 2-48"RIM 32.80IE 30.64 (8" S)IE 30.64 (6" W)EX WEX GRADE EX GRADE27 LF 8" SD @ 0.50% EX GRADE FINISH GRADE FINISH GRADE EX GRADE FINISH GRADE FINISH GRADE EX 138 LF 12" SD @ 0.15% 10 20 30 40 50 60 10 20 30 40 50 60 EX SDCB (1-E2)IE 22.30 (8" NE)IE 22.30 (12" SW)RIM 25.33SDCB (1-8) TYPE 1RIM 25.25IE 22.38 (8" SW)16 LF 8" SD @ 0.50% EX GRADEEX PEX PEX PEX P10 20 30 40 50 60 10 20 30 40 50 60 SDCB (1-9) TYPE 1RIM 25.37IE 22.53 (12" SE)IE 22.53 (12" NW)EX SDCB (1-E3)IE 22.60 (12" E)IE 22.60 (12" NW)RIM 25.46EX SDCB (1-E4)IE 23.03 (8" N)IE 22.70 (12" W)RIM 25.73SDCB (1-10) TYPE 1RIM 26.01IE 23.07 (8" S)EX TEX GRADE EX OHPEX OHPEX TEX P10 20 30 40 50 60 10 20 30 40 50 60 SDCB (1-12) TYPE 1RIM 25.91IE 24.13 (8" S)EX SDCB (1-E6)IE 24.10 (8" N)IE 24.10 (8" SW)RIM 25.92SDCB (1-11) TYPE 1RIM 25.90IE 23.90 (8" NE)IE 24.00 (10" NW)IE 24.10 (8" SW)IE 23.90 (10" S)EX GRADEFINISH GRADE FINISH GRADE 9 LF 12" SD @ 0.79%8 LF 8" SD @ 0.49% FINISH GRADEEX TEX TC:\pw_workdir\den003\jeg_conleye\d0601389\1 DRP.01.dwg | Layout: 1DRP.01PLOTTED: Nov 03, 2021-05:11:11pm By CONLEYEXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; Renton_Working_Drainage Profiles.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL 45577JESSE L . WILLIA MS R EGIST E R E DPRO FESSIONA L E N G IN EERSTATE O F WASHI NGTONMETRO PROJECT ENGINEER SCALE: S 2ND ST AND SHATTUCK AVE S STA 20+00 TO 21+00 DRAINAGE PROFILE SHOWN SCALE: S 2ND ST AND WHITWORTH AVE S STA 16+50 TO 17+50 DRAINAGE PROFILE SHOWN SCALE: S 2ND ST AND MORRIS AVE S STA 13+50 TO 14+00 DRAINAGE PROFILE SHOWN SCALE: LAKE AVE S AND S GRADY WAY STA 10+50 TO 11+00 DRAINAGE PROFILE SHOWN SCALE: LAKE AVE S AND S GRADY WAY STA 11+00 TO 11+50 DRAINAGE PROFILE SHOWN SCALE: SHATTUCK AVE S AND S GRADY WAY STA 14+50 TO 16+00 DRAINAGE PROFILE SHOWN SCALE: SHATTUCK AVE S AND S GRADY WAY STA 14+50 TO 16+00 DRAINAGE PROFILE SHOWN 20'40' HORIZONTAL SCALE 0'10'20' VERTICAL SCALE 0' RENTON SEGMENT DRAINAGE PROFILES 1 OF 4 1DRP.01 J. GREEN H. JOHNSON J. ETULAIN NOTE: SEE DRAWING 1C7.03 NOTE: SEE DRAWING 1C7.03 NOTE: SEE DRAWING 1C7.02 NOTE: SEE DRAWING 1C7.05 NOTE: SEE DRAWING 1C7.05 NOTE: SEE DRAWING 1C7.06 NOTE: SEE DRAWING 1C7.06 226 R-4214226 10 20 30 40 50 60 10 20 30 40 50 60 EX SDCB (1-E8)IE 24.60 (8" N)IE 24.60 (8" E)RIM 26.65EX 20" TEX PEX 12" W10 20 30 40 50 60 10 20 30 40 50 60 EX 24" W 10 20 30 40 50 60 10 20 30 40 50 60 EX GRADE SDCB (1-15) TYPE 2-48"RIM 28.08IE 25.20 (8" NW)IE 25.20 (8" SE)EX GRADE FINISH GRADE FINISH GRADE EX SDCB (1-E11)IE 25.00 (8" NE)IE 25.20 (8" NW)IE 25.20 (8" SW)RIM 28.39SDCB (1-18) TYPE 1RIM 30.10IE 27.93 (8" N)EX SDMH (1-E6)IE 27.20 (12" E)IE 26.12 (12" SW)IE 25.60 (18" SE)RIM 31.38EX P EX T 43 LF 12" SD @ 0.51%4 LF 8" SD @ 0.70% 7 LF 8" SD @ 0.45%OWS (1-1), 11.17'x5.67'RIM=30.33IE 27.90 (8" S)IE 27.57 (8" N)MW (1-1), 4.00'x6.33'RIM=30.59IE 27.57 (8" S)IE 26.34 (12" N)SDCB (1-13) TYPE 1RIM 26.87IE 24.66 (8" S)11 LF 8" SD @ 0.50%EX P EX GRADE FINISH GRADE EX T10 20 30 40 50 60 10 20 30 40 50 60 SDCB (1-17) TYPE 1RIM 31.22IE 28.80 (6" NE)IE -0.25 (6" NE)IE 28.62 (12" SW)EX SDCB (1-E14)IE 28.60 (12" NE)IE 28.30 (12" W)RIM 31.2110 20 30 40 50 60 10 20 30 40 50 60 SDCB (1-19) TYPE 1RIM 33.90IE 31.68 (8" S)10 20 30 40 50 60 10 20 30 40 50 60 SDCB (1-20) TYPE 1RIM 33.37IE 31.56 (8" N)IE 30.56 (8" W)EX SDCB (1-E16)IE 30.50 (12" N)IE 30.50 (8" E)IE 30.30 (12" W)RIM 33.51EX PEX T180 190 200 210 220 230 180 190 200 210 220 230 SDCB (1-27) TYPE 1RIM 194.19IE 191.19 (12" W)EX TEX TEX P23 LF 8" SD @ 0.52% 12 LF 8" SD @ 0.50% EX GRADE EX GRADE EX GRADE EX GRADE EX SDMH (1-E5)IE 191.14 (12" E)IE 188.40 (12" NE)IE 190.20 (12" E)IE 188.50 (12" SW)RIM 194.10FINISH GRADE FINISH GRADE FINISH GRADE FINISH GRADE 10 LF 12" SD @ 0.51%SDCB (1-20) TYPE 1RIM 33.37IE 31.56 (8" N)IE 30.56 (8" W)4 LF 12" SD @ 0.50%C:\pw_workdir\den003\jeg_conleye\d0601389\1 DRP.01.dwg | Layout: 1DRP.02PLOTTED: Nov 04, 2021-10:34:59pm By CONLEYEXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; Renton_Working_Drainage Profiles.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL 45577JESSE L . WILLIA MS R EGIST E R E DPRO FESSIONA L E N G IN EERSTATE O F WASHI NGTONMETRO PROJECT ENGINEER SCALE: S GRADY WAY STA 17+00 TO 17+50 DRAINAGE PROFILE SHOWN SCALE: S GRADY WAY AND TALBOT RD S STA 10+00 TO 11+00 DRAINAGE PROFILE SHOWN SCALE: S GRADY WAY STA 22+50 TO 23+00 DRAINAGE PROFILE SHOWN SCALE: TALBOT RD S STA 10+50 TO 11+00 DRAINAGE PROFILE SHOWN SCALE: TALBOT RD S STA 15+00 TO 15+50 DRAINAGE PROFILE SHOWN SCALE: TALBOT RD S STA 15+00 TO 15+50 DRAINAGE PROFILE SHOWN SCALE: TALBOT RD S STA 25+50 TO 26+00 DRAINAGE PROFILE SHOWN 20'40' HORIZONTAL SCALE 0'10'20' VERTICAL SCALE 0' RENTON SEGMENT DRAINAGE PROFILES 2 OF 4 1DRP.02 J. GREEN H. JOHNSON J. ETULAIN NOTE: SEE DRAWING 1C7.06 NOTE: SEE DRAWING 1C7.08 NOTE: SEE DRAWING 1C7.07 NOTE: SEE DRAWING 1C7.08 NOTE: SEE DRAWING 1C7.09 NOTE: SEE DRAWING 1C7.09 NOTE: SEE DRAWING 1C7.12 227 R-4214227 10 20 30 40 50 60 10 20 30 40 50 60 EX SDCB (1-E18)IE 28.41 (12" NE)RIM 31.01SDCB (1-24A) TYPE 2-54"RIM 31.49IE 26.87 (12" S)IE 25.20 (36" N)SDCB (1-24B) TYPE 2-54"RIM 31.53IE 25.20 (36" S)IE 28.25 (12" W)IE 25.20 (36" N)FCS (1-24C) TYPE 2-54"RIM 31.43IE 25.20 (36" S)IE 25.20 (18" W)18 LF 12" SD @ 0.57% 2 LF 36" SD @ 0.00% 58 LF 48" SD @ 0.00% 2 LF 36" SD @ 0.00%2 LF 36" @ 0.00% 57 LF 48" SD @ 0.00% 2 LF 36" SD @ 0.00% 20 LF 18" SD @ 0.50% FINISH GRADESDCB (1-26) CB TYPE 2-48"RIM 33.00IE 25.54 (12" S)IE 25.10 (18" E)IE 25.10 (15" W)EX GRADE 24 LF 12" SD (DI) @ 0.47%MW (1-2), 4.00'x8.00'RIM=31.30IE 28.30 (12" S)IE 26.97 (12" N)EX WEX. GASEX. GAS10 20 30 40 50 60 10 20 30 40 50 60 EX SDCB (1-E17)IE 26.50 (12" E)IE 26.50 (12" NW)RIM 31.35164 LF 12" SD @ 0.50%SDCB (1-26) CB TYPE 2-48"RIM 33.00IE 25.54 (12" S)IE 25.10 (18" E)IE 25.10 (15" W)EX GRADE FINISH GRADESDCB (1-25) CB TYPE 2-48"RIM 32.24IE 26.36 (12" SE)IE 26.36 (12" N)28 LF 12" SD @ 0.50% EX 57 LF 12" SD @ 0.52%C:\pw_workdir\den003\jeg_conleye\d0601389\1 DRP.01.dwg | Layout: 1DRP.03PLOTTED: Nov 04, 2021-10:33:16pm By CONLEYEXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; Renton_Working_Drainage Profiles.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL 45577JESSE L . WILLIA MS R EGIST E R E DPRO FESSIONA L E N G IN EERSTATE O F WASHI NGTONMETRO PROJECT ENGINEER 20'40' HORIZONTAL SCALE 0'10'20' VERTICAL SCALE 0' SCALE: TALBOT RD S STA 19+50 TO 21+00 DRAINAGE PROFILE SHOWN SCALE: TALBOT RD S STA 19+50 TO 21+00 DRAINAGE PROFILE SHOWN RENTON SEGMENT DRAINAGE PROFILES 3 OF 4 1DRP.03 J. GREEN H. JOHNSON J. ETULAIN NOTE: SEE DRAWING 1C7.10 NOTE: SEE DRAWING 1C7.10 228 R-4214228 80 90 100 110 120 130 80 90 100 110 120 130 80 90 100 110 120 130 80 90 100 110 120 130 SDCB (1-28) TYPE 1RIM 91.70IE 89.08 (8" SE)EX SDCB (1-E19)IE 90.30 (6" SE)IE 90.30 (4" NE)IE 89.03 (8" NW)IE 88.80 (12" S)IE 88.70 (12" N)RIM 92.0210 LF 8" SD (DI) @ 0.50% 43 LF 12" SD @ 0.51% FINISH GRADE EX SDCB (1-E23)IE 90.10 (12" N)RIM 93.94EX GEX 12" WEX 12" WFINISH GRADE EX GRADE EX GRADEEX SDCB (1-E22)IE 90.00 (12" S)IE 90.00 (12" NE)RIM 92.79SDCB (1-31) TYPE 1RIM 92.78IE 89.95 (12" SW)IE 89.70 (12" E)IE 89.70 (12" N)SDCB (1-30) TYPE 2-48"RIM 92.91IE 89.48 (12" S)IE 90.91 (12" E)IE 89.25 (12" N)EX SDCB (1-E19)IE 90.30 (6" SE)IE 90.30 (4" NE)IE 89.03 (8" NW)IE 88.80 (12" S)IE 88.70 (12" N)RIM 92.0290 LF 12" SD @ 0.50%50 LF 12" SD @ 0.20% 12 LF 12" SD @ 0.43% 440 450 460 470 480 490 440 450 460 470 480 490 SDCB (1-E28)RIM 461.10IE 458.30 (4" E)IE 457.50 (8" W)SDCB (1-35) TYPE 1RIM 460.90IE 457.44 (8" E)IE 455.83 (8" S)SDCB (1-E30) TYPE 1RIM 456.12IE 455.40 (8" N)IE 454.90 (12" W)87 LF 8" SD @ 0.49%12 LF 8" SD @ 0.48% 70 80 90 100 110 120 70 80 90 100 110 120 SDCB (1-31) TYPE 1RIM 92.78IE 89.95 (12" SW)IE 89.70 (12" E)IE 89.70 (12" N)12 LF 12" SD @ 0.43%24 LF 12" SD @ 11.46%EX SDCB (1-E22)IE 90.00 (12" S)IE 90.00 (12" NE)RIM 92.79C:\pw_workdir\den003\jeg_conleye\d0601389\1 DRP.01.dwg | Layout: 1DRP.04PLOTTED: Nov 03, 2021-06:45:59pm By CONLEYEXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; Renton_Working_Drainage Profiles.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL 45577JESSE L . WILLIA MS R EGIST E R E DPRO FESSIONA L E N G IN EERSTATE O F WASHI NGTONMETRO PROJECT ENGINEER SCALE: TALBOT RD S STA 71+50 TO 72+00 DRAINAGE PROFILE SHOWN SCALE: TALBOT RD S STA 72+00 TO 73+50 DRAINAGE PROFILE SHOWN 20'40' HORIZONTAL SCALE 0'10'20' VERTICAL SCALE 0' RENTON SEGMENT DRAINAGE PROFILES 4 O F 4 1DRP.04 J. GREEN H. JOHNSON J. ETULAIN NOTE: SEE DRAWING 1C7.14 NOTE: SEE DRAWING 1C7.14 SCALE: TALBOT RD S STA 73+01 TO 73+09 DRAINAGE PROFILE SHOWN NOTE: SEE DRAWING 1C7.14 SCALE: 108TH AVE SE (SR 515) STA 53+39.33 TO 54+27 DRAINAGE PROFILE SHOWN NOTE: SEE DRAWING 1C7.23 CONNECT FLARED END INLET PER CITY OF RENTON STD PLAN 221.10 229 R-4214229 HOLE BACK OF PLATFORM - CONCRETE OR LANDSCAPE AREA HOLE HOLE 3 FRONT OF SHELTER PLATFORM - BACK OF SIDEWALK 1 1DRD.02COL HOLE 1DRD.01 HOLE BACK OF PLATFORM - CONCRETE OR LANDSCAPE AREA HOLE HOLE FRONT OF SHELTER PLATFORM - BACK OF SIDEWALK 1 1DRD.02 COLHOLE 3 1DRD.01 C:\pw_workdir\den003\jeg_hiraskr\d0601389\1 DRD.01.dwg | Layout: 1DRD.01PLOTTED: Oct 20, 2021-02:15:58pm By HIRASKRXREFS: KCMTD-BORDER_2020.dwg; X-LEGEND.dwgIMAGES: 1DRD.01_DRD.02_Drainage Details2638.png; 200.002083.png; 201.002419.png; 8472857_Typical Trench and Backfill1780.png; Coalescing Oil Water Separator_240.103222.png; No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL 45577JESSE L . WILLIA MS R EGIST E R E DPRO FESSIONA L E N G IN EERSTATE O F WASHI NGTONMETRO PROJECT ENGINEER BASE PLATE BY OTHERS RENTON SEGMENT SHELTER DRAINAGE DETAILS 1 OF 8 1DRD.01 J. GREEN H. JOHNSON J. ETULAIN   COL BY OTHERS BASE PLATE BY OTHERS ALTERNATIVE - 2: STORM DRAIN ROUTED ABOVE SLAB TO BACK OF PLATFORM TO LANDSCAPE AREA. SEE DRAINAGE PLANS SCALE: SHELTER PLATFORM - DRAINAGE PLAN - LEFT CONFIGURATION DETAIL 1" = 1' 2 - SCALE: SHELTER COLUMN - DRAINAGE CONFIGURATION DETAIL 1" = 0.5' 3 - SCALE: SHELTER PLATFORM - DRAINAGE PLAN - RIGHT CONFIGURATION DETAIL 1" = 1' 1 - 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.REFER TO STATION PLANS TO DETERMINE LEFT OR RIGHT CONFIGURATION. HOLE FOR DOWNSPOUT STEEL CANOPY STRUCTURE BY OTHERS, SEE SHELTER SPECIFICATIONS STEEL CANOPY STRUCTURE BY OTHERS, SEE SHELTER SPECIFICATIONS HOLE FOR ELECTRICAL, BY OTHERS ALTERNATIVE - 1: STORM DRAIN ROUTED IN SLAB THROUGH SIDEWALK TO FACE OF CURB AND GUTTER. SEE DRAINAGE PLANS 230 R-4214230 FACE OFPLATFORMBACK OFPLATFORMA B PER STATION PLANS 3.0' CLEARANCE 1.0' TOP OF SHELTER PER STATION PLANS _ 2 TOP OF PLATFORM 6" MAX12" 24" 24" A A PER STATION PLANS C:\pw_workdir\den003\jeg_hiraskr\d0601389\1 DRD.01.dwg | Layout: 1DRD.02PLOTTED: Oct 20, 2021-02:16:11pm By HIRASKRXREFS: KCMTD-BORDER_2020.dwg; X-LEGEND.dwgIMAGES: 1DRD.01_DRD.02_Drainage Details2638.png; 200.002083.png; 201.002419.png; 8472857_Typical Trench and Backfill1780.png; Coalescing Oil Water Separator_240.103222.png; No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL 45577JESSE L . WILLIA MS R EGIST E R E DPRO FESSIONA L E N G IN EERSTATE O F WASHI NGTONMETRO PROJECT ENGINEER RENTON SEGMENT SHELTER DRAINAGE DETAILS 2 of 8 1DRD.02 J. GREEN H. JOHNSON J. ETULAIN   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.UTILITIES ARE NOT SHOWN. SEE OTHER DISCIPLINE DRAWINGS FOR UTILITY INFORMATION. 4.SEE CIVIL PLANS FOR SIDEWALK CONSTRUCTION. CONCRETE SIDEWALK INVERT OF STORM PIPE SHALL BE AT OR ABOVE GUTTER LINE 6" CONCRETE CURB (TYPE MAY VARY) ROADWAY STEEL CANOPY STRUCTURE BY OTHERS, SEE SHELTER SPECIFICATIONS 3" DOWNSPOUT PER STATION PLANS CONCRETE SHELTER FOUNDATION CONCRETE CURB AND GUTTER ROADWAY CONCRETE SIDEWALK, SEE CIVIL PLANS WIRE MESH REINFORCEMENT DOWNSPOUT ROUTED TO FRONT OF PLATFORM BASE PLATE, SEE SHELTER SPECIFICATIONS ELECTRICAL CONDUIT, SEE ELECTRICAL SHEETS STEEL CANOPY STRUCTURE BY OTHERS, SEE SHELTER SPECIFICATIONS 3" LONG SWEEP ELBOW CONCRETE SHELTER FOUNDATION CUT OUT BASE PLATE, TYP EACH SIDE EXTEND STORM DRAIN DOWNSPOUT ABOVE GRADE 3" DOWNSPOUT PER STATION PLANS CONCRETE SIDEWALK PER CIVIL CONCRETE SHELTER PLATFORM CONCRETE CURB AND GUTTER ROADWAY EDGE OF SHELTER PLATFORM STEEL CANOPY STRUCTURE BY OTHERS, SEE SHELTER SPECIFICATIONS 3" DUCTILE IRON PIPE WIRE MESH REINFORCEMENT CONCRETE SHELTER PLATFORM 3" DOWNSPOUT 3" DOWNSPOUT WIRE MESH REINFORCEMENT STEEL CANOPY STRUCTURE BY OTHERS, SEE SHELTER SPECIFICATIONS FLEX COUPLER CONNECTION BETWEEN DOWNSPOUT & EMBEDDED DRAIN PIPE 1-1/2" MIN COVER 3" PIPE SCALE: DETAIL 1" = 2' 1 1DRD.01 PLAN VIEW ELEVATION VIEW COLUMN DETAIL ISOMETRIC VIEW SECTION A ATTACHEMNT WIRE MESH 231 R-4214231 FACE OFPLATFORMBACK OFPLATFORMA B PER STATION PLANS 3.0' CLEARANCE 1.0' TOP OF SHELTER PER STATION PLANS _ 2 TOP OF PLATFORM PER STATION PLANS C:\pw_workdir\den003\jeg_hiraskr\d0601389\1 DRD.01.dwg | Layout: 1DRD.03PLOTTED: Oct 20, 2021-02:16:20pm By HIRASKRXREFS: KCMTD-BORDER_2020.dwg; X-LEGEND.dwgIMAGES: 1DRD.01_DRD.02_Drainage Details2638.png; 200.002083.png; 201.002419.png; 8472857_Typical Trench and Backfill1780.png; Coalescing Oil Water Separator_240.103222.png; No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL 45577JESSE L . WILLIA MS R EGIST E R E DPRO FESSIONA L E N G IN EERSTATE O F WASHI NGTONMETRO PROJECT ENGINEER RENTON SEGMENT SHELTER DRAINAGE DETAILS 3 of 8 1DRD.03 J. GREEN H. JOHNSON J. ETULAIN   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. LANDSCAPING AREA, SEE DRAINAGE SHEETS CONCRETE SHELTER PLATFORM STEEL CANOPY STRUCTURE BY OTHERS, SEE SHELTER SPECIFICATIONS 3" DOWNSPOUT PER STATION PLANS CONCRETE SHELTER FOUNDATION CONCRETE CURB AND GUTTER ROADWAY CONCRETE SIDEWALK, SEE CIVIL PLANS LANDSCAPING AREA, SEE DRAINAGE SHEETS 3" DOWNSPOUT PER STATION PLANS CUT OUT OPENING IN COLUMN FOR DOWNSPOUT, SEE SPECIFICATIONS DOWNSPOUT NOZZLE CONCRETE SHELTER PLATFORM BASE PLATE, SEE SHELTER SPECIFICATIONS ELECTRICAL CONDUIT, SEE ELECTRICAL SHEETS STEEL CANOPY STRUCTURE BY OTHERS, SEE SHELTER SPECIFICATIONS 3" SHORT TURN BELOW 3" DOWNSPOUT STEEL CANOPY STRUCTURE BY OTHERS, SEE SHELTER SPECIFICATIONS VIEWELEVATION COLUMN ATTACHEMNT DETAIL VIEWISOMETRIC SCALE: DETAIL 1" = 2' 1 1DRD.01 232 R-4214232 C:\pw_workdir\den003\jeg_hiraskr\d0601389\1 DRD.01.dwg | Layout: 1DRD.04PLOTTED: Oct 20, 2021-02:16:28pm By HIRASKRXREFS: KCMTD-BORDER_2020.dwg; X-LEGEND.dwgIMAGES: 1DRD.01_DRD.02_Drainage Details2638.png; 200.002083.png; 201.002419.png; 8472857_Typical Trench and Backfill1780.png; Coalescing Oil Water Separator_240.103222.png; No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL 45577JESSE L . WILLIA MS R EGIST E R E DPRO FESSIONA L E N G IN EERSTATE O F WASHI NGTONMETRO PROJECT ENGINEER RENTON SEGMENT DRAINAGE DETAILS  4 OF 8 1DRD.04 J. GREEN H. JOHNSON J. ETULAIN   SCALE: CATCH BASIN TYPE 1 DETAIL NTS 1 -SCALE: CATCH BASIN TYPE 2 DETAIL NTS 2 -SCALE: TYPICAL TRENCH AND BACKFILL DETAIL NTS 3 - 233 R-4214233 C/L C/LMH-30MH-30 PATENTED PERIMETER VOID AREA WETLANDMEDIA BED INLET PIPE SEE NOTES OUTLET PIPE SEE NOTES PRE-FILTER CARTRIDGE 28.50 PEAK HGL C/L 5'-0" 4'-0"6"6" 30.59 RIM/FS 26.34 IE OUT 27.54 IE IN FLOW CONTROL RISER 30.01 TOP OF VAULT C/L 7'-4" 6'-4"6"6"2'-1112"8"4'-3"712"C/L 6" MIN. BASE4'-3"3'-012"7"712"2'-1112"C:\pw_workdir\den003\jeg_hiraskr\d0601389\1 DRD.01.dwg | Layout: 1DRD.05PLOTTED: Oct 20, 2021-02:16:38pm By HIRASKRXREFS: KCMTD-BORDER_2020.dwg; X-LEGEND.dwgIMAGES: 1DRD.01_DRD.02_Drainage Details2638.png; 200.002083.png; 201.002419.png; 8472857_Typical Trench and Backfill1780.png; Coalescing Oil Water Separator_240.103222.png; No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL 45577JESSE L . WILLIA MS R EGIST E R E DPRO FESSIONA L E N G IN EERSTATE O F WASHI NGTONMETRO PROJECT ENGINEER RENTON SEGMENT DRAINAGE DETAILS 5 OF 8 1DRD.05 J. GREEN H. JOHNSON J. ETULAIN   SITE SPECIFIC DATA PROJECT NUMBER 14053 PROJECT NAME I-LINE PROJECT LOCATION RENTON, WA STRUCTURE ID MW (1-1) TREATMENT REQUIRED VOLUME BASED (CF)FLOW BASED (CFS) 0.043 PEAK BYPASS REQUIRED (CFS) - IF APPLICABLE 0.231 PIPE DATA I.E.MATERIAL DIAMETER INLET PIPE 1 27.54 CPE 8" OUTLET PIPE 26.34 CPE 12" PRETREATMENT BIOFILTRATION DISCHARGE RIM ELEVATION 30.59 30.59 30.59 SURFACE LOAD HS-20 HS-20 HS-20 FRAME & COVER Ø30"Ø30"N/A WETLANDMEDIA VOLUME (CY)0.74 ORIFICE SIZE (DIA. INCHES)4 EA Ø0.61" NOTES: PRELIMINARY NOT FOR CONSTRUCTION. 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. 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. GENERAL NOTES INSTALLATION NOTES FRAME AND COVER PLAN VIEW ELEVATION VIEW LEFT END VIEW RIGHT END VIEW TREATMENT FLOW (CFS)0.043 OPERATING HEAD (FT)2.0 PRETREATMENT LOADING RATE (GPM/SF)1.5 WETLAND MEDIA LOADING RATE (GPM/SF)1.0 FINISHED GRADE FINISHED GRADE FRAME AND COVER FRAME AND COVER FRAME AND COVER 234 R-4214234 C/L C/LMH-30MH-30 PATENTED PERIMETER VOID AREA WETLANDMEDIA BED INLET PIPE SEE NOTES OUTLET PIPE SEE NOTES PRE-FILTER CARTRIDGE 29.17 PEAK HGL C/L 5'-0" 4'-0"6"6" 31.30 RIM/FS 26.97 IE OUT 28.30 IE IN FLOW CONTROL RISER 30.72 TOP OF VAULT C/L 9'-0" 8'-0"6"6"3'-112"8"4'-5"712"C/L 6" MIN. BASE4'-5"3'-212"7"712"3'-11/2"C:\pw_workdir\den003\jeg_hiraskr\d0601389\1 DRD.01.dwg | Layout: 1DRD.06PLOTTED: Oct 20, 2021-02:16:48pm By HIRASKRXREFS: KCMTD-BORDER_2020.dwg; X-LEGEND.dwgIMAGES: 1DRD.01_DRD.02_Drainage Details2638.png; 200.002083.png; 201.002419.png; 8472857_Typical Trench and Backfill1780.png; Coalescing Oil Water Separator_240.103222.png; No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL 45577JESSE L . WILLIA MS R EGIST E R E DPRO FESSIONA L E N G IN EERSTATE O F WASHI NGTONMETRO PROJECT ENGINEER RENTON SEGMENT DRAINAGE DETAILS 6 OF 8 1DRD.06 J. GREEN H. JOHNSON J. ETULAIN   PLAN VIEW ELEVATION VIEW1.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. 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. GENERAL NOTES INSTALLATION NOTES LEFT END VIEW RIGHT END VIEW SITE SPECIFIC DATA PROJECT NUMBER 14053 PROJECT NAME I-LINE PROJECT LOCATION RENTON, WA STRUCTURE ID MW (1-2) TREATMENT REQUIRED VOLUME BASED (CF)FLOW BASED (CFS) 0.068 PEAK BYPASS REQUIRED (CFS) - IF APPLICABLE 0.499 PIPE DATA I.E.MATERIAL DIAMETER INLET PIPE 1 28.30 DI 12" OUTLET PIPE 26.97 PVC 12" PRETREATMENT BIOFILTRATION DISCHARGE RIM ELEVATION 31.30 31.30 31.30 SURFACE LOAD HS-20 HS-20 HS-20 FRAME & COVER Ø30"Ø30"N/A WETLANDMEDIA VOLUME (CY)1.02 ORIFICE SIZE (DIA. INCHES)4 EA Ø0.77" NOTES: PRELIMINARY NOT FOR CONSTRUCTION. TREATMENT FLOW (CFS)0.068 OPERATING HEAD (FT)2.0 PRETREATMENT LOADING RATE (GPM/SF)1.2 WETLAND MEDIA LOADING RATE (GPM/SF)1.0 FINISHED GRADE FINISHED GRADE FRAME AND COVER FRAME AND COVER FRAME AND COVER FRAME AND COVER 235 R-4214235 C:\pw_workdir\den003\jeg_hiraskr\d0601389\1 DRD.01.dwg | Layout: 1DRD.07PLOTTED: Oct 20, 2021-02:16:58pm By HIRASKRXREFS: KCMTD-BORDER_2020.dwg; X-LEGEND.dwgIMAGES: 1DRD.01_DRD.02_Drainage Details2638.png; 200.002083.png; 201.002419.png; 8472857_Typical Trench and Backfill1780.png; Coalescing Oil Water Separator_240.103222.png; No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL 45577JESSE L . WILLIA MS R EGIST E R E DPRO FESSIONA L E N G IN EERSTATE O F WASHI NGTONMETRO PROJECT ENGINEER RENTON SEGMENT DRAINAGE DETAILS 7 OF 8 1DRD.07 J. GREEN H. JOHNSON J. ETULAIN   SCALE: OIL WATER SEPARATOR STRUCTURE DETAIL 1" = 1' 1 1C7.08 DESCRIPTION STRUCTURE ID OWS (1-1) LOADING CRITERIA LOAD LEVEL 6 STRUCTURE LENGTH (FT)11.17' STRUCTURE WIDTH (FT)5.67' RIM ELEVATION 30.33' INLET PIPE SIZE (IN)8.00" INLET PIPE INVERT ELEVATION 27.90' OUTLET PIPE SIZE (IN)8.00" OUTLET PIPE INVERT ELEVATION 27.57' 15 - MIN OFF-LINE WQ FLOWRATE (CFS)0.032 100 - YEAR PEAK FLOWRATE (CFS)0.231 236 R-4214236 6" MAX.6" MIN20" MIN C:\pw_workdir\den003\jeg_conleye\d0601389\1 DRD.01.dwg | Layout: 1DRD.08PLOTTED: Nov 03, 2021-10:30:08am By CONLEYEXREFS: KCMTD-BORDER_2020.dwg; X-LEGEND.dwgIMAGES: Catch Basin - Type 1.png; Catch Basin - Type 2.png; Coalescing Oil Water Separator_240.103222.png; Typical Trench and Backfill1780.png; No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL 45577JESSE L . WILLIA MS R EGIST E R E DPRO FESSIONA L E N G IN EERSTATE O F WASHI NGTONMETRO PROJECT ENGINEER RENTON SEGMENT DRAINAGE DETAILS 8 OF 8 1DRD.08 J. GREEN H. JOHNSON J. ETULAIN DESCRIPTION STRUCTURE ID FCS (1-24C) LOADING CRITERIA LOAD LEVEL 6 STRUCTURE DIAMETER (IN)54" TYPE 2 CB RIM ELEVATION 31.43' INLET PIPE SIZE (IN)36.00" INLET PIPE INVERT ELEVATION 25.20' OUTLET PIPE SIZE (IN)18.00" OUTLET PIPE INVERT ELEVATION 25.20' RISER PIPE DIAMETER (IN)12.00" RISER PIPE ELEVATION 29.60' RESTRICTOR ORIFICE 1 DIAMETER (IN)1.25" RESTRICTOR ORIFICE 2 DIAMETER (IN)2.00" SIZED TO FIT OUTER DIAMETER OF RISER 8" MIN BETWEEN PIPE PENETRATIONS (TYPICAL ALL PIPES)12" MIN1' MIN. RESTRICTOR ELBOW SEE DETAIL THIS SHEET 4-9"X1"X12 GA. GALV. STRIPS TACK WELD TO WIRE WESH SOLID 12 GA. GALV. BOTTOM PLATE TACK WELD WIRE MESH TO BOTTOM PLACE 0.5"X0.5"X16 GA. GALV. WIRE MESH RIM ELEVATION = SEE TABLE SAND COLLAR OR KOR-N-SEAL BOOT 8" SCREW TYPE SHEAR GATE 6" MAX.6" MINSIZED TO FIT OUTER DIAMETER OF RISER 20" MIN 8" MIN BETWEEN PIPE PENETRATIONS (TYPICAL ALL PIPES)12" MIN1' MIN. 20" MIN CLEARANCE TO ANY PORTION OF THE RISER PIPE OR RESTRICTOR ELBOW RESTRICTOR ELBOW SEE DETAIL THIS SHEET 4-9"X1"X12 GA. GALV. STRIPS TACK WELD TO WIRE WESH SOLID 12 GA. GALV. BOTTOM PLATE TACK WELD WIRE MESH TO BOTTOM PLACE 0.5"X0.5"X16 GA. GALV. WIRE MESH FRAME AND SOLID COVER MARKED "DRAIN" WITH LOCKING BOLTS PER CITY OF RENTON STD. PLANS 204.40 AND 240.50 STD.GALV. STL. STEPS & LADDER REFER TO TABLE FOR RISER DIAMETER PIPE SUPPORT (2 MIN): 3"X0.090" ALUMINUM W/ 58" STAINLESS BOLTS OUTLET PIPE, SEE TABLE SAND COLLAR OR KOR-N-SEAL BOOT 8" SCREW TYPE SHEAR GATE RESTRICTOR ORIFICE 1 EL = SEE TABLE Ø= SEE TABLE PLATE BOLTED TO FLANGE OR DRILLED CAP FLOW CONTROL SCREEN PLATE WITH ORIFICE 2 AS SPECIFIED, BOLTED TO FLANGE OR DRILLED CAP REMOVALBLE WATER TIGHT COUPLING METAL PIPE INLET PIPE, SEE TABLE BOTTOM OF STRUCTURE, SEE TABLE RESTRICTOR ORIFICE 1 ELEVATION 20.40' RESTRICTOR ORIFICE 2 ELEVATION 22.70' BOTTOM OF STRUCTURE ELEVATION 19.90' 100 - YEAR PEAK FLOW (CFS)0.31 RESTRICTOR ORIFICE 2 EL = SEE TABLE Ø= SEE TABLE SCALE: DETAIL 1" = 20' 1 1C7.10 VIEWPLAN VIEWELEVATION CONTROL SCREENFLOW 237 R-4214237 C:\pw_workdir\den003\jeg_hiraskr\d0601389\1 EC.00.dwg | Layout: 1EC.0APLOTTED: Nov 04, 2021-12:11:40pm By HIRASKRXREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL 45577JESSE L . WILLIA MS R EGIST E R E DPRO FESSIONA L E N G IN EERSTATE O F WASHI NGTONMETRO PROJECT ENGINEER 1.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR. 2.THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY'S COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT. 3.THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST-PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS. 4.THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 5.STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK- OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE. 6.WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF- SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON- SITE DUMPING OR EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS. 7.ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON- SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON- SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT. 8.ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY. 9.THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 10.APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR STORMWATER FACILITIES. 11.ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 12.ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM. STANDARD ESC PLAN NOTES: 13.WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY. 14.ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 15.THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OR ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY. 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 23 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT- LADEN WATER INTO THE DOWNSTREAM SYSTEM. 18.ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 19.AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON-SITE BMPS (AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION. 20.PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW. 21.PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT- LADEN WATER FROM LEAVING PROJECT SITE, ALL ESC BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON- SITE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST. 22.ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS OF WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHTS OF WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. RENTON SEGMENT TESC GENERAL NOTES 1EC.0A 238 XXX XXX XXX   R-4214238 C:\pw_workdir\den003\jeg_hiraskr\d0601389\1 EC.00.dwg | Layout: 1EC.0BPLOTTED: Nov 04, 2021-01:05:11pm By HIRASKRXREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL 45577JESSE L . WILLIA MS R EGIST E R E DPRO FESSIONA L E N G IN EERSTATE O F WASHI NGTONMETRO PROJECT ENGINEER SCALE: CATCH BASIN INSERT NTS 1 EC.01 SCALE:NTS 2 EC.01 SILT FENCE SCALE:NTS 3 EC.01 PLASTIC COVERING SCALE: SLOPE INSTALLATIONS OF NETS NTS 4 EC.01AND BLANKETS RENTON SEGMENT TESC GENERAL DETAILS 1EC.0B 239 XXX XXX XXX   SCALE:NTS 5 EC.01 COMPOST SOCK R-4214239 TESC NOTES 1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH BASINS PER CITY OF RENTON STD PLAN 216.30 INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN 214.00 INSTALL TEMPORARY SEDIMENT BERM INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02 2 3 NOTES SITE PREP AND TESC LEGEND 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. REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING REMOVAL ITEM RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) TEMPORARY CONSTRUCTION EASEMENT INLET PROTECTION - EXISTING CB INLET PROTECTION - PROPOSED CB HIGH VISIBILITY SILT FENCE TEMPORARY SEDIMENT BERM COMPOST SOCK 4 ////////10+0011+0010+00 11+00 12+00 13+00 14+00 //////////////////////////////////////C:\pw_workdir\den003\jeg_conleye\d0601389\1 EC1.01.dwg | Layout: 1EC1.01PLOTTED: Nov 02, 2021-08:54:09pm By CONLEYEXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON_INTERIM.dwg; X-PV_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-TESC_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL 45577JESSE L . WILLIA MS R EGIST E R E DPRO FESSIONA L E N G IN EERSTATE O F WASHI NGTONMETRO PROJECT ENGINEER 20'40' SCALE IN FEET 0'S 2ND STLOGAN AVE SRENTON TRANSIT CENTER(LOG-LINE)(2ND-LINE)RENTON SEGMENT TESC PLAN 2ND 11+00 TO LOG 14+50 1EC1.01 XXX XXX XXX 1 1 1 240 R-4214240 11+0012+0013+0014+0015+0016+00 10+00 11+00//////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////TESC NOTES 1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH BASINS PER CITY OF RENTON STD PLAN 216.30 INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN 214.00 INSTALL TEMPORARY SEDIMENT BERM INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02 2 3 NOTES SITE PREP AND TESC LEGEND 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. REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING REMOVAL ITEM RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) TEMPORARY CONSTRUCTION EASEMENT INLET PROTECTION - EXISTING CB INLET PROTECTION - PROPOSED CB HIGH VISIBILITY SILT FENCE TEMPORARY SEDIMENT BERM COMPOST SOCK 4 ////////C:\pw_workdir\den003\jeg_conleye\d0601389\1 EC1.01.dwg | Layout: 1EC1.02PLOTTED: Nov 02, 2021-08:58:15pm By CONLEYEXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON_INTERIM.dwg; X-PV_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-TESC_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL 45577JESSE L . WILLIA MS R EGIST E R E DPRO FESSIONA L E N G IN EERSTATE O F WASHI NGTONMETRO PROJECT ENGINEER 20'40' SCALE IN FEET 0' S 2ND ST MORRIS AVE S(2ND-LINE)(MOR-LINE)RENTON SEGMENT TESC PLAN 2ND 16+00 TO 2ND 11+00 1EC1.02 XXX XXX XXX 1 1 2 4 1 1 1 241 R-4214241 16+0017+0018+0019+0020+00 21+00 ////////////////////////////////// ////// / /////////////////////////////// //////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////TESC NOTES 1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH BASINS PER CITY OF RENTON STD PLAN 216.30 INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN 214.00 INSTALL TEMPORARY SEDIMENT BERM INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02 2 3 NOTES SITE PREP AND TESC LEGEND 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. REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING REMOVAL ITEM RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) TEMPORARY CONSTRUCTION EASEMENT INLET PROTECTION - EXISTING CB INLET PROTECTION - PROPOSED CB HIGH VISIBILITY SILT FENCE TEMPORARY SEDIMENT BERM COMPOST SOCK 4 ////////C:\pw_workdir\den003\jeg_conleye\d0601389\1 EC1.01.dwg | Layout: 1EC1.03PLOTTED: Nov 02, 2021-09:02:32pm By CONLEYEXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON_INTERIM.dwg; X-PV_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-TESC_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL 45577JESSE L . WILLIA MS R EGIST E R E DPRO FESSIONA L E N G IN EERSTATE O F WASHI NGTONMETRO PROJECT ENGINEER 20'40' SCALE IN FEET 0' S 2ND ST SHATTUCKAVE SWHITWORTHAVE S(2ND-LINE) RENTON SEGMENT TESC PLAN 2ND 21+00 TO 2ND 16+00 1EC1.03 XXX XXX XXX 1 4 2 1 1 1 1 1 1 1 3 3 242 R-4214242 13+0014+0015+0012+00 13+00 14+00 15+00 15+56 ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// TESC NOTES 1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH BASINS PER CITY OF RENTON STD PLAN 216.30 INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN 214.00 INSTALL TEMPORARY SEDIMENT BERM INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02 2 3 NOTES SITE PREP AND TESC LEGEND 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. REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING REMOVAL ITEM RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) TEMPORARY CONSTRUCTION EASEMENT INLET PROTECTION - EXISTING CB INLET PROTECTION - PROPOSED CB HIGH VISIBILITY SILT FENCE TEMPORARY SEDIMENT BERM COMPOST SOCK 4 ////////C:\pw_workdir\den003\jeg_conleye\d0601389\1 EC1.01.dwg | Layout: 1EC1.04PLOTTED: Nov 02, 2021-09:06:10pm By CONLEYEXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON_INTERIM.dwg; X-PV_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-TESC_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL 45577JESSE L . WILLIA MS R EGIST E R E DPRO FESSIONA L E N G IN EERSTATE O F WASHI NGTONMETRO PROJECT ENGINEER 20'40' SCALE IN FEET 0'S 3RD STMORRIS AVE S (MOR-LINE)(3RD-LINE)RENTON SEGMENT TESC PLAN MOR 11+30 TO MOR 15+56 1EC1.04 XXX XXX XXX 243 R-4214243 18+29 17+0 0 18+0010+00 11+00 12+00 13+00 14+00///////////////////////////// / / / / / // // // // // // // ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// //////////////////////////////////////// //////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// TESC NOTES 1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH BASINS PER CITY OF RENTON STD PLAN 216.30 INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN 214.00 INSTALL TEMPORARY SEDIMENT BERM INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02 2 3 NOTES SITE PREP AND TESC LEGEND 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. REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING REMOVAL ITEM RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) TEMPORARY CONSTRUCTION EASEMENT INLET PROTECTION - EXISTING CB INLET PROTECTION - PROPOSED CB HIGH VISIBILITY SILT FENCE TEMPORARY SEDIMENT BERM COMPOST SOCK 4 ////////C:\pw_workdir\den003\jeg_conleye\d0601389\1 EC1.01.dwg | Layout: 1EC1.05PLOTTED: Nov 02, 2021-09:10:28pm By CONLEYEXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON_INTERIM.dwg; X-PV_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-TESC_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL 45577JESSE L . WILLIA MS R EGIST E R E DPRO FESSIONA L E N G IN EERSTATE O F WASHI NGTONMETRO PROJECT ENGINEER 20'40' SCALE IN FEET 0' S GRADY WAYLAKE AVE S(LAK-LINE)(GRA-LINE) RENTON SEGMENT TESC PLAN GRA 10+00 TO GRA 14+00 1EC1.05 XXX XXX XXX 1 1 21 1 244 R-4214244 14+00 15+00 16+00 17+00 18+00 19+00 //////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// // // // // // // / / / / / ////////////////////////////////////////////////////////////////////////////////////////////////////////////// / / / // // // // // // // // //////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// / / / / // // // // // //// //////////////////////////////////////////////////////////////////////////////////////////////////////////// ///////////////////////////////////////////////////////// / / / / / // // // ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// TESC NOTES 1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH BASINS PER CITY OF RENTON STD PLAN 216.30 INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN 214.00 INSTALL TEMPORARY SEDIMENT BERM INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02 2 3 NOTES SITE PREP AND TESC LEGEND 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. REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING REMOVAL ITEM RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) TEMPORARY CONSTRUCTION EASEMENT INLET PROTECTION - EXISTING CB INLET PROTECTION - PROPOSED CB HIGH VISIBILITY SILT FENCE TEMPORARY SEDIMENT BERM COMPOST SOCK 4 ////////C:\pw_workdir\den003\jeg_conleye\d0601389\1 EC1.01.dwg | Layout: 1EC1.06PLOTTED: Nov 02, 2021-09:14:32pm By CONLEYEXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON_INTERIM.dwg; X-PV_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-TESC_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL 45577JESSE L . WILLIA MS R EGIST E R E DPRO FESSIONA L E N G IN EERSTATE O F WASHI NGTONMETRO PROJECT ENGINEER 20'40' SCALE IN FEET 0' S GRADY WAY SHATTUCK AVE S(GRA-LINE) RENTON SEGMENT TESC PLAN GRA 14+00 TO GRA 19+00 1EC1.06 XXX XXX XXX 2 1 1 1 2 2 1 1 1 1 3 4 245 R-4214245 19+00 20+00 21+00 22+00 23+00 24+00 S G R A D Y ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// //////////////////////////// //////////////////////////// ////////////////////////////// ////////////////////////////// //////////////////////// ////////////////////////////////////// ////////////////////////////////////////////////////////////////////////////////////// ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// ////////////////////////////////////////////// TESC NOTES 1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH BASINS PER CITY OF RENTON STD PLAN 216.30 INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN 214.00 INSTALL TEMPORARY SEDIMENT BERM INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02 2 3 NOTES SITE PREP AND TESC LEGEND 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. REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING REMOVAL ITEM RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) TEMPORARY CONSTRUCTION EASEMENT INLET PROTECTION - EXISTING CB INLET PROTECTION - PROPOSED CB HIGH VISIBILITY SILT FENCE TEMPORARY SEDIMENT BERM COMPOST SOCK 4 ////////C:\pw_workdir\den003\jeg_conleye\d0601389\1 EC1.01.dwg | Layout: 1EC1.07PLOTTED: Nov 02, 2021-09:20:40pm By CONLEYEXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON_INTERIM.dwg; X-PV_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-TESC_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL 45577JESSE L . WILLIA MS R EGIST E R E DPRO FESSIONA L E N G IN EERSTATE O F WASHI NGTONMETRO PROJECT ENGINEER 20'40' SCALE IN FEET 0' S GRADY WAY (GRA-LINE) RENTON SEGMENT TESC PLAN GRA 19+00 TO GRA 24+00 1EC1.07 XXX XXX XXX 1 1 1 1 2 1 1 1 1 1 3 3 2 3 246 R-4214246 25+27 24+0025+0010+00 11+00 12+00 13+00 14+00 ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// / / / / // // // // //////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// //// ////////////////////////////////////////////////////////////////////////////////////////////////////////////////// //////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// //////////////////////////////////////////////////////////////////////////////////////////////////////////////// //////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// ////////// ////////////////////////////////// TESC NOTES 1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH BASINS PER CITY OF RENTON STD PLAN 216.30 INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN 214.00 INSTALL TEMPORARY SEDIMENT BERM INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02 2 3 NOTES SITE PREP AND TESC LEGEND 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. REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING REMOVAL ITEM RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) TEMPORARY CONSTRUCTION EASEMENT INLET PROTECTION - EXISTING CB INLET PROTECTION - PROPOSED CB HIGH VISIBILITY SILT FENCE TEMPORARY SEDIMENT BERM COMPOST SOCK 4 ////////C:\pw_workdir\den003\jeg_conleye\d0601389\1 EC1.01.dwg | Layout: 1EC1.08PLOTTED: Nov 02, 2021-09:27:50pm By CONLEYEXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON_INTERIM.dwg; X-PV_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-TESC_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL 45577JESSE L . WILLIA MS R EGIST E R E DPRO FESSIONA L E N G IN EERSTATE O F WASHI NGTONMETRO PROJECT ENGINEER 20'40' SCALE IN FEET 0'S GRADY WAYTALBOT RD S (TAL-B-LINE)(GRA-LINE)RENTON SEGMENT TESC PLAN GRA 24+00 TO TAL-B 14+00 1EC1.08 XXX XXX XXX 2 1 12 1 1 1 2 2 1 4 3 1 247 R-4214247 14+00 15+00 16+00 17+00 18+00//// / / / / / / // // // // // ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// ////////////////////// // // /////////////////////////////////////////// /////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// //////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////TESC NOTES 1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH BASINS PER CITY OF RENTON STD PLAN 216.30 INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN 214.00 INSTALL TEMPORARY SEDIMENT BERM INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02 2 3 NOTES SITE PREP AND TESC LEGEND 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. REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING REMOVAL ITEM RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) TEMPORARY CONSTRUCTION EASEMENT INLET PROTECTION - EXISTING CB INLET PROTECTION - PROPOSED CB HIGH VISIBILITY SILT FENCE TEMPORARY SEDIMENT BERM COMPOST SOCK 4 ////////C:\pw_workdir\den003\jeg_conleye\d0601389\1 EC1.01.dwg | Layout: 1EC1.09PLOTTED: Nov 03, 2021-04:56:18pm By CONLEYEXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON_INTERIM.dwg; X-PV_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-TESC_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL 45577JESSE L . WILLIA MS R EGIST E R E DPRO FESSIONA L E N G IN EERSTATE O F WASHI NGTONMETRO PROJECT ENGINEER 20'40' SCALE IN FEET 0' TALBOT RD S (TAL-B-LINE) RENTON SEGMENT TESC PLAN TAL-B 14+00 TO TAL-B 18+50 1EC1.09 XXX XXX XXX 2 2 2 23 3 3 1 1 1 1 1 4 4 4 42 1 1 248 R-4214248 19+00 20+00 21+00 22+00 23+00 ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// // // // // // // // // / / / /////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// // // // // // // // // / / / /////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////TESC NOTES 1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH BASINS PER CITY OF RENTON STD PLAN 216.30 INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN 214.00 INSTALL TEMPORARY SEDIMENT BERM INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02 2 3 NOTES SITE PREP AND TESC LEGEND 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. REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING REMOVAL ITEM RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) TEMPORARY CONSTRUCTION EASEMENT INLET PROTECTION - EXISTING CB INLET PROTECTION - PROPOSED CB HIGH VISIBILITY SILT FENCE TEMPORARY SEDIMENT BERM COMPOST SOCK 4 ////////C:\pw_workdir\den003\jeg_conleye\d0601389\1 EC1.10.dwg | Layout: 1EC1.10PLOTTED: Nov 16, 2021-03:36:49pm By CONLEYEXREFS: X-TOPO.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-RDWY_RENTON.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-TESC_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL 45577JESSE L . WILLIA MS R EGIST E R E DPRO FESSIONA L E N G IN EERSTATE O F WASHI NGTONMETRO PROJECT ENGINEER 20'40' SCALE IN FEET 0' TALBOT RD S I -405 SB OFF -RAMP (TAL-B-LINE)S RENTON VILLAGE PLRENTON SEGMENT TESC PLAN TAL-B 18+50 TO TAL-B 23+50 1EC1.10 XXX XXX XXX 1 1 1 2 21 3 TEMPORARY STORAGE TANKS TEMPORARY TREATMENT SYSTEM TEMPORARY DRAIN PIPE DISCHARGE MONITORING POINT 249 R-4214249 33+00 34+00 35+00 36+00 37+00 38+00 TESC NOTES 1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH BASINS PER CITY OF RENTON STD PLAN 216.30 INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN 214.00 INSTALL TEMPORARY SEDIMENT BERM INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02 2 3 NOTES SITE PREP AND TESC LEGEND 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. REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING REMOVAL ITEM RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) TEMPORARY CONSTRUCTION EASEMENT INLET PROTECTION - EXISTING CB INLET PROTECTION - PROPOSED CB HIGH VISIBILITY SILT FENCE TEMPORARY SEDIMENT BERM COMPOST SOCK 4 ////////C:\pw_workdir\den003\jeg_conleye\d0601389\1 EC1.10.dwg | Layout: 1EC1.11PLOTTED: Nov 16, 2021-03:39:38pm By CONLEYEXREFS: X-TOPO.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-RDWY_RENTON.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-TESC_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL 45577JESSE L . WILLIA MS R EGIST E R E DPRO FESSIONA L E N G IN EERSTATE O F WASHI NGTONMETRO PROJECT ENGINEER 20'40' SCALE IN FEET 0' BENSON DR S (SR 515)S PUGET DRS 15TH ST(TAL-B-LINE) RENTON SEGMENT TESC PLAN TAL-B 33+00 TO TAL-B 38+00 1EC1.11 250 XXX XXX XXX 1 1 1 1 1 2 2 1 1 2 R-4214250 24+00 25+00 26+00 27+00 28+00 29+00 ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////TESC NOTES 1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH BASINS PER CITY OF RENTON STD PLAN 216.30 INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN 214.00 INSTALL TEMPORARY SEDIMENT BERM INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02 2 3 NOTES SITE PREP AND TESC LEGEND 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. REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING REMOVAL ITEM RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) TEMPORARY CONSTRUCTION EASEMENT INLET PROTECTION - EXISTING CB INLET PROTECTION - PROPOSED CB HIGH VISIBILITY SILT FENCE TEMPORARY SEDIMENT BERM COMPOST SOCK 4 ////////C:\pw_workdir\den003\jeg_conleye\d0601389\1 EC1.10.dwg | Layout: 1EC1.12PLOTTED: Nov 16, 2021-03:41:52pm By CONLEYEXREFS: X-TOPO.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-RDWY_RENTON.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-TESC_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL 45577JESSE L . WILLIA MS R EGIST E R E DPRO FESSIONA L E N G IN EERSTATE O F WASHI NGTONMETRO PROJECT ENGINEER 20'40' SCALE IN FEET 0' TALBOT RD S S 23RD ST (TAL-21-LINE)TALBOT CREST DR SRENTON SEGMENT TESC PLAN TAL-21 24+00 TO TAL-21 29+00 1EC1.12 251 XXX XXX XXX 1 1 1 2 2 2 R-4214251 54+00 55+00 56+00 57+00 58+00 59+00 //////////////////////////////////////////////////// TESC NOTES 1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH BASINS PER CITY OF RENTON STD PLAN 216.30 INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN 214.00 INSTALL TEMPORARY SEDIMENT BERM INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02 2 3 NOTES SITE PREP AND TESC LEGEND 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. REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING REMOVAL ITEM RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) TEMPORARY CONSTRUCTION EASEMENT INLET PROTECTION - EXISTING CB INLET PROTECTION - PROPOSED CB HIGH VISIBILITY SILT FENCE TEMPORARY SEDIMENT BERM COMPOST SOCK 4 ////////C:\pw_workdir\den003\jeg_conleye\d0601389\1 EC1.10.dwg | Layout: 1EC1.13PLOTTED: Nov 16, 2021-03:43:51pm By CONLEYEXREFS: X-TOPO.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-RDWY_RENTON.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-TESC_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL 45577JESSE L . WILLIA MS R EGIST E R E DPRO FESSIONA L E N G IN EERSTATE O F WASHI NGTONMETRO PROJECT ENGINEER 20'40' SCALE IN FEET 0' TALBOT RD S (TAL-21-LINE)S 32ND STRENTON SEGMENT TESC PLAN TAL-21 54+00 TO TAL-B 59+00 1EC1.13 252 XXX XXX XXX 1 1 2 2 4 4 R-4214252 71+00 72+00 73+00 74+00 75+00 76+00 //////////////////////////////////////////////////////////////////////////////////////////////////////// // // // / / ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// // // // / / //////////////////////////////////////////////////////////////////TESC NOTES 1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH BASINS PER CITY OF RENTON STD PLAN 216.30 INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN 214.00 INSTALL TEMPORARY SEDIMENT BERM INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02 2 3 NOTES SITE PREP AND TESC LEGEND 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. REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING REMOVAL ITEM RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) TEMPORARY CONSTRUCTION EASEMENT INLET PROTECTION - EXISTING CB INLET PROTECTION - PROPOSED CB HIGH VISIBILITY SILT FENCE TEMPORARY SEDIMENT BERM COMPOST SOCK 4 ////////C:\pw_workdir\den003\jeg_conleye\d0601389\1 EC1.10.dwg | Layout: 1EC1.14PLOTTED: Nov 16, 2021-03:46:25pm By CONLEYEXREFS: X-TOPO.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-RDWY_RENTON.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-TESC_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL 45577JESSE L . WILLIA MS R EGIST E R E DPRO FESSIONA L E N G IN EERSTATE O F WASHI NGTONMETRO PROJECT ENGINEER 20'40' SCALE IN FEET 0' TALBOT RD S S 37TH STS 37TH STS 38TH CTS 38TH CT(TAL-21-LINE) RENTON SEGMENT TESC PLAN TAL-21 71+00 TO TAL-21 76+00 1EC1.14 253 XXX XXX XXX 1 1 11 1 1 1 1 1 2 22 1 4 1 4 R-4214253 86+00 87+00 88+00 89+00 90+00 91+00 //////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// TESC NOTES 1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH BASINS PER CITY OF RENTON STD PLAN 216.30 INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN 214.00 INSTALL TEMPORARY SEDIMENT BERM INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02 2 3 NOTES SITE PREP AND TESC LEGEND 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. REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING REMOVAL ITEM RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) TEMPORARY CONSTRUCTION EASEMENT INLET PROTECTION - EXISTING CB INLET PROTECTION - PROPOSED CB HIGH VISIBILITY SILT FENCE TEMPORARY SEDIMENT BERM COMPOST SOCK 4 ////////C:\pw_workdir\den003\jeg_conleye\d0601389\1 EC1.10.dwg | Layout: 1EC1.15PLOTTED: Nov 16, 2021-03:48:02pm By CONLEYEXREFS: X-TOPO.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-RDWY_RENTON.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-TESC_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL 45577JESSE L . WILLIA MS R EGIST E R E DPRO FESSIONA L E N G IN EERSTATE O F WASHI NGTONMETRO PROJECT ENGINEER 20'40' SCALE IN FEET 0' TALBOT RD S (TAL-21-LINE) RENTON SEGMENT TESC PLAN TAL-21 86+00 TO TAL-21 91+00 1EC1.15 254 XXX XXX XXX 1 1 1 1 1 1 1 2 2 1 1 1 R-4214254 32+ 0 0 33+00 34+00 35+00 36+00 TESC NOTES 1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH BASINS PER CITY OF RENTON STD PLAN 216.30 INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN 214.00 INSTALL TEMPORARY SEDIMENT BERM INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02 2 3 NOTES SITE PREP AND TESC LEGEND 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. REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING REMOVAL ITEM RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) TEMPORARY CONSTRUCTION EASEMENT INLET PROTECTION - EXISTING CB INLET PROTECTION - PROPOSED CB HIGH VISIBILITY SILT FENCE TEMPORARY SEDIMENT BERM COMPOST SOCK 4 ////////C:\pw_workdir\den003\jeg_conleye\d0601389\1 EC1.10.dwg | Layout: 1EC1.16PLOTTED: Nov 16, 2021-04:10:42pm By CONLEYEXREFS: X-TOPO.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-RDWY_RENTON.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-TESC_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL 45577JESSE L . WILLIA MS R EGIST E R E DPRO FESSIONA L E N G IN EERSTATE O F WASHI NGTONMETRO PROJECT ENGINEER 20'40' SCALE IN FEET 0' SE CARR RD MILL AVE SWELLS AVE S(CAR-LINE) RENTON SEGMENT TESC PLAN CAR 32+00 TO CAR 36+50 1EC1.16 255 XXX XXX XXX 1 1 1 4 2 2 2 R-4214255 43+00 44+00 45+00 46+00 47+00 TESC NOTES 1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH BASINS PER CITY OF RENTON STD PLAN 216.30 INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN 214.00 INSTALL TEMPORARY SEDIMENT BERM INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02 2 3 NOTES SITE PREP AND TESC LEGEND 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. REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING REMOVAL ITEM RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) TEMPORARY CONSTRUCTION EASEMENT INLET PROTECTION - EXISTING CB INLET PROTECTION - PROPOSED CB HIGH VISIBILITY SILT FENCE TEMPORARY SEDIMENT BERM COMPOST SOCK 4 ////////C:\pw_workdir\den003\jeg_conleye\d0601389\1 EC1.10.dwg | Layout: 1EC1.17PLOTTED: Nov 16, 2021-04:12:04pm By CONLEYEXREFS: X-TOPO.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-RDWY_RENTON.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-TESC_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL 45577JESSE L . WILLIA MS R EGIST E R E DPRO FESSIONA L E N G IN EERSTATE O F WASHI NGTONMETRO PROJECT ENGINEER 20'40' SCALE IN FEET 0' SE CARR RD 105TH PL SE(CAR-LINE) RENTON SEGMENT TESC PLAN CAR 42+50 TO CAR 47+50 1EC1.17 256 XXX XXX XXX ROUTI N G C H A N G E D 60% TO BE SUBMITTED AT A LATER DATE R-4214256 48+00 49+00 50+00 51+00 52+00 TESC NOTES 1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH BASINS PER CITY OF RENTON STD PLAN 216.30 INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN 214.00 INSTALL TEMPORARY SEDIMENT BERM INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02 2 3 NOTES SITE PREP AND TESC LEGEND 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. REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING REMOVAL ITEM RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) TEMPORARY CONSTRUCTION EASEMENT INLET PROTECTION - EXISTING CB INLET PROTECTION - PROPOSED CB HIGH VISIBILITY SILT FENCE TEMPORARY SEDIMENT BERM COMPOST SOCK 4 ////////C:\pw_workdir\den003\jeg_conleye\d0601389\1 EC1.10.dwg | Layout: 1EC1.18PLOTTED: Nov 16, 2021-04:14:45pm By CONLEYEXREFS: X-TOPO.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-RDWY_RENTON.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-TESC_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL 45577JESSE L . WILLIA MS R EGIST E R E DPRO FESSIONA L E N G IN EERSTATE O F WASHI NGTONMETRO PROJECT ENGINEER 20'40' SCALE IN FEET 0'106TH PL SESE CARR RD (CAR-LINE)106TH PL SERENTON SEGMENT TESC PLAN CAR 47+50 TO CAR 52+50 1EC1.18 257 XXX XXX XXX ROUTI N G C H A N G E D 60% TO BE SUBMITTED AT A LATER DATE R-4214257 0+00 1+00 2+00 3+00 4+00 54+10 53+0054+00TESC NOTES 1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH BASINS PER CITY OF RENTON STD PLAN 216.30 INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN 214.00 INSTALL TEMPORARY SEDIMENT BERM INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02 2 3 NOTES SITE PREP AND TESC LEGEND 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. REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING REMOVAL ITEM RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) TEMPORARY CONSTRUCTION EASEMENT INLET PROTECTION - EXISTING CB INLET PROTECTION - PROPOSED CB HIGH VISIBILITY SILT FENCE TEMPORARY SEDIMENT BERM COMPOST SOCK 4 ////////C:\pw_workdir\den003\jeg_conleye\d0601389\1 EC1.10.dwg | Layout: 1EC1.19PLOTTED: Nov 16, 2021-04:38:12pm By CONLEYEXREFS: X-TOPO.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-RDWY_RENTON.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-TESC_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL 45577JESSE L . WILLIA MS R EGIST E R E DPRO FESSIONA L E N G IN EERSTATE O F WASHI NGTONMETRO PROJECT ENGINEER 20'40' SCALE IN FEET 0'SE CARR RDSE PETROVITSKY RDBENSON DR S (SR 515) 108TH AVE SE (SR 515) (108TH-LINE)(CAR-LINE)RENTON SEGMENT TESC PLAN CAR 52+50 TO 108TH 4+00 1EC1.19 258 XXX XXX XXX ROUTI N G C H A N G E D 60% TO BE SUBMITTED AT A LATER DATE R-4214258 4+00 5+00 6+00 7+00 8+00 9+00 TESC NOTES 1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH BASINS PER CITY OF RENTON STD PLAN 216.30 INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN 214.00 INSTALL TEMPORARY SEDIMENT BERM INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02 2 3 NOTES SITE PREP AND TESC LEGEND 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. REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING REMOVAL ITEM RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) TEMPORARY CONSTRUCTION EASEMENT INLET PROTECTION - EXISTING CB INLET PROTECTION - PROPOSED CB HIGH VISIBILITY SILT FENCE TEMPORARY SEDIMENT BERM COMPOST SOCK 4 ////////C:\pw_workdir\den003\jeg_conleye\d0601389\1 EC1.20.dwg | Layout: 1EC1.20PLOTTED: Nov 16, 2021-04:53:04pm By CONLEYEXREFS: X-TOPO.dwg; I-LINE_X-DESIGN-RENTON.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-RDWY_RENTON.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; X-TESC_RENTON.dwg; 18229-SV-BS_Kent.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL 45577JESSE L . WILLIA MS R EGIST E R E DPRO FESSIONA L E N G IN EERSTATE O F WASHI NGTONMETRO PROJECT ENGINEER 20'40' SCALE IN FEET 0' 108TH AVE SE (SR 515) (108TH-LINE) RENTON SEGMENT TESC PLAN 108TH 4+00 TO 108TH 9+00 1EC1.20 259 XXX XXX XXX ROUTI N G C H A N G E D 60% TO BE SUBMITTED AT A LATER DATE R-4214259 13+00 14+00 15+00 16+00 17+00 18+00 TESC NOTES 1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH BASINS PER CITY OF RENTON STD PLAN 216.30 INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN 214.00 INSTALL TEMPORARY SEDIMENT BERM INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02 2 3 NOTES SITE PREP AND TESC LEGEND 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. REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING REMOVAL ITEM RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) TEMPORARY CONSTRUCTION EASEMENT INLET PROTECTION - EXISTING CB INLET PROTECTION - PROPOSED CB HIGH VISIBILITY SILT FENCE TEMPORARY SEDIMENT BERM COMPOST SOCK 4 ////////C:\pw_workdir\den003\jeg_conleye\d0601389\1 EC1.20.dwg | Layout: 1EC1.21PLOTTED: Nov 16, 2021-05:01:20pm By CONLEYEXREFS: X-TOPO.dwg; I-LINE_X-DESIGN-RENTON.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-RDWY_RENTON.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; X-TESC_RENTON.dwg; 18229-SV-BS_Kent.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL 45577JESSE L . WILLIA MS R EGIST E R E DPRO FESSIONA L E N G IN EERSTATE O F WASHI NGTONMETRO PROJECT ENGINEER 20'40' SCALE IN FEET 0'SE 181ST STSE 180TH ST108TH AVE SE (SR 515) (108TH-LINE) RENTON SEGMENT TESC PLAN 108TH 13+00 TO 108TH 18+00 1EC1.21 260 XXX XXX XXX ROUTI N G C H A N G E D 60% TO BE SUBMITTED AT A LATER DATE R-4214260 28+00 29+00 30+00 31+00 32+00 33+00 ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// ////// / / // / ///////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// ////// / / // / ///////////////////////TESC NOTES 1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH BASINS PER CITY OF RENTON STD PLAN 216.30 INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN 214.00 INSTALL TEMPORARY SEDIMENT BERM INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02 2 3 NOTES SITE PREP AND TESC LEGEND 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. REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING REMOVAL ITEM RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) TEMPORARY CONSTRUCTION EASEMENT INLET PROTECTION - EXISTING CB INLET PROTECTION - PROPOSED CB HIGH VISIBILITY SILT FENCE TEMPORARY SEDIMENT BERM COMPOST SOCK 4 ////////C:\pw_workdir\den003\jeg_conleye\d0601389\1 EC1.20.dwg | Layout: 1EC1.22PLOTTED: Nov 16, 2021-05:07:32pm By CONLEYEXREFS: X-TOPO.dwg; I-LINE_X-DESIGN-RENTON.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-RDWY_RENTON.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; X-TESC_RENTON.dwg; 18229-SV-BS_Kent.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL 45577JESSE L . WILLIA MS R EGIST E R E DPRO FESSIONA L E N G IN EERSTATE O F WASHI NGTONMETRO PROJECT ENGINEER 20'40' SCALE IN FEET 0' 108TH AVE SE (SR 515)SE 186TH STSE 184TH LN(108TH-LINE)SE 186TH STRENTON SEGMENT TESC PLAN 108TH 28+00 TO 108TH 33+00 1EC1.22 261 XXX XXX XXX 1 1 1 2 2 2 3 R-4214261 OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHP OHP OHP OHP OHPOHPOHPOHP52+00 53+00 54+00 55+00 56+00 57+00 ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////TESC NOTES 1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH BASINS PER CITY OF RENTON STD PLAN 216.30 INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN 214.00 INSTALL TEMPORARY SEDIMENT BERM INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02 2 3 NOTES SITE PREP AND TESC LEGEND 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. REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING REMOVAL ITEM RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) TEMPORARY CONSTRUCTION EASEMENT INLET PROTECTION - EXISTING CB INLET PROTECTION - PROPOSED CB HIGH VISIBILITY SILT FENCE TEMPORARY SEDIMENT BERM COMPOST SOCK 4 ////////C:\pw_workdir\den003\jeg_conleye\d0601389\1 EC1.20.dwg | Layout: 1EC1.23PLOTTED: Nov 16, 2021-05:09:42pm By CONLEYEXREFS: X-TOPO.dwg; I-LINE_X-DESIGN-RENTON.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-RDWY_RENTON.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwg; X-SITE-PREP_RENTON.dwg; X-LEGEND.dwg; X-TESC_RENTON.dwg; 18229-SV-BS_Kent.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL 45577JESSE L . WILLIA MS R EGIST E R E DPRO FESSIONA L E N G IN EERSTATE O F WASHI NGTONMETRO PROJECT ENGINEER 20'40' SCALE IN FEET 0' 108TH AVE SE (SR 515)SE 192ND STCITY OF RENTON(108TH-LINE)CITY OF KENTSEE VOLUME 2 FOR CITY OF KENT IMPROVEMENTS RENTON SEGMENT TESC PLAN 108TH 52+00 TO 108TH 57+00 1EC1.23 262 XXX XXX XXX 1 1 1 1 1 1 1 1 3 3 R-4214262 GENERAL UTILITY NOTES 1.SANITARY SEWER MAIN CONSTRUCTION SHALL CONFORM TO THE STANDARDS OF THE SEWER UTILITY WITH JURISDICTION OVER THE SYSTEM TO BE CONSTRUCTED. WHERE CONFLICT EXISTS BETWEEN THE UTILITY STANDARDS AND THE NOTES BELOW, THE UTILITY STANDARD SHALL TAKE PRECEDENCE. 2.ALL CONSTRUCTION/INSTALLATION OF SANITARY SEWER MAINS SHALL BE DONE IN A SAFE,NEAT AND PROFESSIONAL MANNER, AND UNDER SUPERVISION OF CITY FORCES AT AL TIMES. ALL SAFETY REQUIREMENTS FROM OSHA AND OTHER STATE REGULATORY AGENCIES MUST BE MET. 3.THE MINIMUM SIZE FOR PUBLIC SEWER MAINS SHALL BE 8" DIAMETER. ALL SANITARY SEWER PIPING SHALL BE SDR 35 ASTM D3034 PVC OR EQUAL. MINIMUM PIPE DIAMETER FOR PRIVATE LATERALS IS 4” AND OF SDR 35 ASTM D3034 PVC OR EQUAL. ALL SANITARY SEWER LATERALS MUST BE PR0PERLY MARKED AT ENDS. 4.CONNECTIONS INTO THE EXISTING SANITARY SEWER MAINS REQUIRE ISSUANCE OF PUBLIC WORKS PERMIT AND INSPECTION BY THE LOCAL JURISDICTION PRIOR TO BACK FILLING. 5.ALL NEW SANITARY SEWER PIPES AND MANHOLES MUST BE THOROUGHLY CLEANED, INSPECTED AND PRESSURE/VACUUM TESTED AS REQUIRED BY UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION. ALL TESTS MUST BE WITNESSED AND PASSED BY THE UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION PRIOR TO PLACING INTO OPERATION. 6.THE CONTRACTOR SHALL PROVIDE TO THE UTILITY PROVIDER ANY GUARANTEE OR WARRANTY NORMALLY FURNISHED WITH THE PURCHASE OF ANY MATERIALS USED IN CONNECTION WITH THE PROJECT AT HAND. 1.NOT ALL UNDERGROUND UTILITIES ARE NECESSARILY SHOWN ON THE DRAWINGS. CALL 811 "CALL BEFORE YOU DIG" FOR UNDERGROUND UTILITY FIELD LOCATION 48 HOURS PRIOR TO BEGINNING WORK AT EACH SITE. 2.FIBER OPTIC CABLES ARE BURIED WITHIN MOST OF THE SITES OF WORK. EXERCISE EXTREME CARE TO AVOID DAMAGE TO THESE CABLES. REPAIR OR REPLACE THEM, AS DIRECTED BY THE PROJECT REPRESENTATIVE AND TO THE SATISFACTION OF THEIR OWNER(S), IF DAMAGED AS A RESULT OF THE WORK UNDER THIS CONTRACT. 3.ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL APPLICABLE SHORING LAWS FOR TRENCHES. ALL TRENCH SAFETY SYSTEMS SHALL MEET WISHA REQUIREMENTS. TRENCHING THAT MAY AFFECT TREE ROOTS SHALL BE DONE UNDER THE SUPERVISION OF AN ARBORIST APPROVED BY THE AGENCY HAVING JURISDICTION OVER THE SITE WORK. 4.ADJUST TO NEW GRADE ALL MANHOLES, CATCH BASINS, BOXES AND HAND HOLES. 5.ALL IMPROVEMENTS SHALL MEET LOCAL, STATE DOT AND A.P.W.A. STANDARD SPECIFICATIONS. 6.THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THIS PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON SURVEY PREPARED BY 1 ALLIANCE. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY, AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HA\/E MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 7.CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOW ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXITING UTILITIES AND EXISTING IMPROVEMENTS WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS ON THE PLANS. 8.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF VESTIBULE, SLOPED PAVING, EXIT PORCHES, SIDEWALKS, RAMPS AND TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 9.REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. 10.CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES' INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE. 11.MINIMUM WATER AND SANITARY SEWER TRENCH WIDTH SHALL BE 2 FEET. 12.WATER AND SANITARY SEWER UTILITIES SHALL HAVE A MINIMUM TEN-FOOT (10') HORIZONTAL SEPARATION (PARALLEL), OR WHEN CROSSING 18" VERTICAL (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE). ALL OTHER UTILITIES SHALL HAVE A MINIMUM FIVE-FOOT (5') HORIZONTAL SEPARATION (PARALLEL), OR WHEN CROSSING 12" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE OR CONDUIT). 13.IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES AND GAS LINES (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATERLINE SHALL BE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 18" CLEARANCE, MEETING REQUIREMENTS OF ANSI A21.10, ANSI 21.11 AND ANSI 21.51 (AWWA C--151) (CLASS 52), WATER LINES SHALL BE INSTALLED ABOVE SANITARY LINES. 14.LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 15.CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF THE LOCAL AUTHORITIES WITH REGARD TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 16.ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICE. 17.CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 18.CONTRACTOR TO PROVIDE TRENCHING, BACKFILL, 2 -- 4" PVC SCHEDULE 40 CONDUITS, AND PULLING WIRES FOR UNDERGROUND TELEPHONE SERVICE FROM EXISTING FACILITIES AS SHOWN ON PLANS. CONTRACTOR TO COORDINATE INSTALLATION AND POINT OF CONNECTION WITH UTILITY PROVIDER. 19.CONTRACTOR IS TO PROVIDE TRENCHING, CONDUIT, AND BACKFILL FOR ALL UNDERGROUND POWER LINE AND VAULTS AS REQUIRED BY UTILITY PROVIDER. POWER LINES AND POLES TO BE INSTALLED BY UTILITY PROVIDER. SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING AND FOR PRIMARY ELECTRIC SERVICE LOCATIONS. 20.GAS, ELECTRICAL AND COMMUNICATIONS UTILITIES SHOWN FOR COORDINATION ONLY. INSTALLATION TO BE ACCOMPLISHED BY UTILITY PROVIDER. 1.WATER MAIN CONSTRUCTION SHALL CONFORM TO THE STANDARDS OF THE WATER UTILITY WITH JURISDICTION OVER THE SYSTEM TO BE CONSTRUCTED. WHERE CONFLICT EXISTS BETWEEN THE UTILITY STANDARDS AND THE NOTES BELOW, THE UTILITY STANDARD SHALL TAKE PRECEDENCE. 2.ALL CONSTRUCTION/INSTALLATION OF WATER MAINS SHALL BE DONE IN A SAFE, NEAT AND WORKMANLIKE MANNER, AND UNDER SUPERVISION BY UTILITY PROVIDER FORCES AT ALL TIMES. ALL SAFETY REQUIREMENTS FROM OSHA AND OTHER STATE REGULATING AGENCIES MUST BE MET. 3.WATER MAIN PIPE MATERIAL SHALL BE CLASS 52 DUCTILE IRON OR PVC PIPE MEETING LOCAL REQUIREMENTS. POLYETHYLENE WRAP IS REQUIRED ON DUCTILE IRON PIPE. 4.AN 18--INCH MINIMUM SEPARATION IS REQUIRED ON SERVICE TAPS ON A MAIN LINE. 5.CLASS 52 DUCTILE IRON MAY BE DIRECT TAPPED FOR 3/4 INCH AND I--INCH SIZE SERVICES. SADDLES SHALL BE USED ON ALL TAPS 1--1/4"--2" DIAMETER IN ANY PUBLIC MAIN. 6.ALL ELBOWS/BENDS ON WATER MAINS SHALL HAVE THRUST BLOCKS. 7.A DEPTH OF 36" FR0M FINISHED GRADE TO THE TOP OF THE WATER MAIN IS REQUIRED. PLACING WATER LINES SHALLOWER THAN 36" IS PROHIBITED. UNLESS OTHERWISE APPROVED BY THE UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION 8.ALL NEW PIPES MUST BE PROPERLY FLUSHED, PRESSURE TESTED, AND CHLORINATED BY THE CONTRACTOR, AND INSPECTED BY UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION. 9.ALL BACKFLOW PREVENTION DEVICES (DOUBLE CHECK BACKFLOW PREVENTORS, REDUCED PRESSURE BACKFLOW PREVENTORS, PRESSURE AND ATMOSPHERIC VACUUM BREAKERS, ETC.) MUST BE APPROVED BY THE UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION. 10.ALL NEW CONNECTIONS TO EXISTING WATER MAINS REQUIRE ISSUANCE OF A PUBLIC WORKS PERMIT AND INSPECTION BY THE CITY OR GOVERNMENTAL AGENCIES WITH JURISDICTION PRIOR TO BACKFILLING. 11.BACKFLOW PREVENTION DEVICES SHALL BE CONSTRUCTED OF CORROSION RESISTANT MATERIALS. 12.EXTERNAL WATER METER AND BACKFLOW PREVENTION VAULTS SHALL BE GASKETED IN AREAS OF HIGH GROUNDWATER OR NEAR STORMWATER MANAGEMENT FACILITIES AS REQUIRED BY THE UTILITY PROVIDER, CONTRACTOR TO CONFIRM. 13.WHERE WATER METERS ARE REMOVED, ABANDON CONNECTING SERVICE LINES AS REQUIRED BY UTILITY PROVIDER. 14.WHERE WATER METER ARE INSTALLED, CONNECT TO WATER MAIN AND CUSTOMER SERVICE LINE AS REQUIRED BY THE UTILITY PROVIDER. SANITARY SEWER NOTES WATER NOTES C:\Users\alaliq\appdata\local\temp\AcPublish_19428\1 UT.01.dwg | Layout: 1UT.00PLOTTED: Nov 16, 2021-05:22:53pm By ALALIQXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-STATION_RENTON.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; X-LEGEND.dwg; X-ITS_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-RDWY_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER RENTON SEGMENT UTILITY GENERAL NOTES 1UT.00 JACOBS JACOBS JACOBS 263 R-4214263 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.FOR STORMWATER IMPROVEMENTS SEE GRADING AND DRAINAGE PLANS. 3.WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR RELOCATED, WORK SHOULD BE COORDINATED WITH EACH UTILITY. GENERAL NOTES LEGEND W EXISTING WATER METER EXISTING WATER METER EXISTING WATER LINE EXISTING SEWER LINE EXISTING FIRE HYDRANT EXISTING GATE VALVE GATE VALVE FIRE HYDRANT WATER METER THRUST BLOCK RECOMMENDED POTHOLE LOCATION S REMOVE EXISTING HYDRANT OR STAND PIPE REMOVE EXISTING METER ADJUST EXISTING VAULT INSTALL WATER METER INSTALL HYDRANT ASSEMBLY ADJUST EXISTING METER ADJUST EXISTING VALVE BOX ADJUST EXISTING HANDHOLE OR MANHOLE REMOVE EXISTING VAULT REMOVE UTILITY POLE (BY PSE) RELOCATE UTILITY POLE (BY PSE) RELOCATE EXISTING VAULT RELOCATE EXISTING JUNCTION BOX OR SERVICE CABINET RELOCATE HANDHOLE OR MANHOLE UNDERGROUND ELECTRICAL SERVICE (BY PSE) UNDERGROUND TELECOM SERVICE UNDERGROUND GAS SERVICE INSTALL 463-LA SERVICE VAULT ADJUST GAS VALVE (BY PSE) PROTECT EXISTING FEATURE IN PLACE UTILITY NOTES 1 2 3 4 5 6 7 20 21 22 23 24 25 26 27 28 29 30 40 50 EXISTING GAS LINEG MONITORING WELL 10+0011+0010+00 11+00 12+00 13+00 14+00 SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS 2ND STvC:\Users\alaliq\appdata\local\temp\AcPublish_19428\1 UT.01.dwg | Layout: 1UT.01PLOTTED: Nov 16, 2021-05:23:19pm By ALALIQXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-STATION_RENTON.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; X-LEGEND.dwg; X-ITS_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-RDWY_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 40' 0'S 2ND STLOGAN AVE SRENTON TRANSIT CENTER(LOG-LINE)(2ND-LINE)RENTON SEGMENT UTILITY PLAN 2ND 11+00 TO LOG 14+50 1UT.01 XXXX XXXX XXXX ROW ROW 28 50 2750 50 264 R-4214264 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.FOR STORMWATER IMPROVEMENTS SEE GRADING AND DRAINAGE PLANS. 3.WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR RELOCATED, WORK SHOULD BE COORDINATED WITH EACH UTILITY. GENERAL NOTES LEGEND W EXISTING WATER METER EXISTING WATER METER EXISTING WATER LINE EXISTING SEWER LINE EXISTING FIRE HYDRANT EXISTING GATE VALVE GATE VALVE FIRE HYDRANT WATER METER THRUST BLOCK RECOMMENDED POTHOLE LOCATION S REMOVE EXISTING HYDRANT OR STAND PIPE REMOVE EXISTING METER ADJUST EXISTING VAULT INSTALL WATER METER INSTALL HYDRANT ASSEMBLY ADJUST EXISTING METER ADJUST EXISTING VALVE BOX ADJUST EXISTING HANDHOLE OR MANHOLE REMOVE EXISTING VAULT REMOVE UTILITY POLE (BY PSE) RELOCATE UTILITY POLE (BY PSE) RELOCATE EXISTING VAULT RELOCATE EXISTING JUNCTION BOX OR SERVICE CABINET RELOCATE HANDHOLE OR MANHOLE UNDERGROUND ELECTRICAL SERVICE (BY PSE) UNDERGROUND TELECOM SERVICE UNDERGROUND GAS SERVICE INSTALL 463-LA SERVICE VAULT ADJUST GAS VALVE (BY PSE) PROTECT EXISTING FEATURE IN PLACE UTILITY NOTES 1 2 3 4 5 6 7 20 21 22 23 24 25 26 27 28 29 30 40 50 EXISTING GAS LINEG MONITORING WELL 11+0012+0013+0014+0015+0016+00 10+00 11+00SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS C vv C:\pw_workdir\den003\jeg_alaliq\d0601389\1 UT.01.dwg | Layout: 1UT.02PLOTTED: Nov 05, 2021-07:38:56pm By ALALIQXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-STATION_RENTON.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; X-LEGEND.dwg; X-ITS_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-RDWY_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 40' 0' S 2ND ST MORRIS AVE S(2ND-LINE)(MOR-LINE)RENTON SEGMENT UTILITY PLAN 2ND 16+00 TO 2ND 11+00 1UT.02 XXXX XXXX XXXX 50 28 7 50 50 28 50 ROW ROW 29 50 50 265 R-4214265 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.FOR STORMWATER IMPROVEMENTS SEE GRADING AND DRAINAGE PLANS. 3.WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR RELOCATED, WORK SHOULD BE COORDINATED WITH EACH UTILITY. GENERAL NOTES LEGEND W EXISTING WATER METER EXISTING WATER METER EXISTING WATER LINE EXISTING SEWER LINE EXISTING FIRE HYDRANT EXISTING GATE VALVE GATE VALVE FIRE HYDRANT WATER METER THRUST BLOCK RECOMMENDED POTHOLE LOCATION S REMOVE EXISTING HYDRANT OR STAND PIPE REMOVE EXISTING METER ADJUST EXISTING VAULT INSTALL WATER METER INSTALL HYDRANT ASSEMBLY ADJUST EXISTING METER ADJUST EXISTING VALVE BOX ADJUST EXISTING HANDHOLE OR MANHOLE REMOVE EXISTING VAULT REMOVE UTILITY POLE (BY PSE) RELOCATE UTILITY POLE (BY PSE) RELOCATE EXISTING VAULT RELOCATE EXISTING JUNCTION BOX OR SERVICE CABINET RELOCATE HANDHOLE OR MANHOLE UNDERGROUND ELECTRICAL SERVICE (BY PSE) UNDERGROUND TELECOM SERVICE UNDERGROUND GAS SERVICE INSTALL 463-LA SERVICE VAULT ADJUST GAS VALVE (BY PSE) PROTECT EXISTING FEATURE IN PLACE UTILITY NOTES 1 2 3 4 5 6 7 20 21 22 23 24 25 26 27 28 29 30 40 50 EXISTING GAS LINEG MONITORING WELL 16+0017+0018+0019+0020+00 21+00 S S S SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS S S S 2ND STCv C:\pw_workdir\den003\jeg_alaliq\d0601389\1 UT.01.dwg | Layout: 1UT.03PLOTTED: Nov 05, 2021-07:39:27pm By ALALIQXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-STATION_RENTON.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; X-LEGEND.dwg; X-ITS_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-RDWY_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 40' 0'SHATTUCKAVE SWHITWORTHAVE SFIRE HYDRANT S 2ND ST (2ND-LINE) RENTON SEGMENT UTILITY PLAN 2ND 21+00 TO 2ND 16+00 1UT.03 XXXX XXXX XXXX 50 27 50 50 28 50 50 50 50 7 50 2850 ROW ROW 7 50 FIRE HYDRANT 27 50 266 R-4214266 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.FOR STORMWATER IMPROVEMENTS SEE GRADING AND DRAINAGE PLANS. 3.WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR RELOCATED, WORK SHOULD BE COORDINATED WITH EACH UTILITY. GENERAL NOTES LEGEND W EXISTING WATER METER EXISTING WATER METER EXISTING WATER LINE EXISTING SEWER LINE EXISTING FIRE HYDRANT EXISTING GATE VALVE GATE VALVE FIRE HYDRANT WATER METER THRUST BLOCK RECOMMENDED POTHOLE LOCATION S REMOVE EXISTING HYDRANT OR STAND PIPE REMOVE EXISTING METER ADJUST EXISTING VAULT INSTALL WATER METER INSTALL HYDRANT ASSEMBLY ADJUST EXISTING METER ADJUST EXISTING VALVE BOX ADJUST EXISTING HANDHOLE OR MANHOLE REMOVE EXISTING VAULT REMOVE UTILITY POLE (BY PSE) RELOCATE UTILITY POLE (BY PSE) RELOCATE EXISTING VAULT RELOCATE EXISTING JUNCTION BOX OR SERVICE CABINET RELOCATE HANDHOLE OR MANHOLE UNDERGROUND ELECTRICAL SERVICE (BY PSE) UNDERGROUND TELECOM SERVICE UNDERGROUND GAS SERVICE INSTALL 463-LA SERVICE VAULT ADJUST GAS VALVE (BY PSE) PROTECT EXISTING FEATURE IN PLACE UTILITY NOTES 1 2 3 4 5 6 7 20 21 22 23 24 25 26 27 28 29 30 40 50 EXISTING GAS LINEG MONITORING WELL 13+0014+0015+0012+00 13+00 14+00 15+00 15+56SSSS SSSSSSSSSSSSSSC:\pw_workdir\den003\jeg_alaliq\d0601389\1 UT.01.dwg | Layout: 1UT.04PLOTTED: Nov 05, 2021-07:39:58pm By ALALIQXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-STATION_RENTON.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; X-LEGEND.dwg; X-ITS_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-RDWY_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 40' 0'S 3RD STMORRIS AVE S (MOR-LINE)(3RD-LINE)RENTON SEGMENT UTILITY PLAN MOR 11+30 TO MOR 15+56 1UT.04 XXXX XXXX XXXX ROW ROW 267 R-4214267 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.FOR STORMWATER IMPROVEMENTS SEE GRADING AND DRAINAGE PLANS. 3.WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR RELOCATED, WORK SHOULD BE COORDINATED WITH EACH UTILITY. GENERAL NOTES LEGEND W EXISTING WATER METER EXISTING WATER METER EXISTING WATER LINE EXISTING SEWER LINE EXISTING FIRE HYDRANT EXISTING GATE VALVE GATE VALVE FIRE HYDRANT WATER METER THRUST BLOCK RECOMMENDED POTHOLE LOCATION S REMOVE EXISTING HYDRANT OR STAND PIPE REMOVE EXISTING METER ADJUST EXISTING VAULT INSTALL WATER METER INSTALL HYDRANT ASSEMBLY ADJUST EXISTING METER ADJUST EXISTING VALVE BOX ADJUST EXISTING HANDHOLE OR MANHOLE REMOVE EXISTING VAULT REMOVE UTILITY POLE (BY PSE) RELOCATE UTILITY POLE (BY PSE) RELOCATE EXISTING VAULT RELOCATE EXISTING JUNCTION BOX OR SERVICE CABINET RELOCATE HANDHOLE OR MANHOLE UNDERGROUND ELECTRICAL SERVICE (BY PSE) UNDERGROUND TELECOM SERVICE UNDERGROUND GAS SERVICE INSTALL 463-LA SERVICE VAULT ADJUST GAS VALVE (BY PSE) PROTECT EXISTING FEATURE IN PLACE UTILITY NOTES 1 2 3 4 5 6 7 20 21 22 23 24 25 26 27 28 29 30 40 50 EXISTING GAS LINEG MONITORING WELL 18+29 17+00 18+0010+00 11+00 12+00 13+00 14+00 SSSSLAK E A V E S S GRADY WAY C vvC:\pw_workdir\den003\jeg_alaliq\d0601389\1 UT.01.dwg | Layout: 1UT.05PLOTTED: Nov 05, 2021-07:40:21pm By ALALIQXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-STATION_RENTON.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; X-LEGEND.dwg; X-ITS_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-RDWY_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 40' 0' S GRADY WAYLAKE AVE S(LAK-LINE)(GRA-LINE) RENTON SEGMENT UTILITY PLAN GRA 10+00 TO GRA 14+00 1UT.05 XXXX XXXX XXXX 24 24 25 27 28 28 27 TO BE RELOCATED BY OTHERS TO BE RELOCATED BY OTHERS 1 50 ROW ROW 2750 268 R-4214268 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.FOR STORMWATER IMPROVEMENTS SEE GRADING AND DRAINAGE PLANS. 3.WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR RELOCATED, WORK SHOULD BE COORDINATED WITH EACH UTILITY. GENERAL NOTES LEGEND W EXISTING WATER METER EXISTING WATER METER EXISTING WATER LINE EXISTING SEWER LINE EXISTING FIRE HYDRANT EXISTING GATE VALVE GATE VALVE FIRE HYDRANT WATER METER THRUST BLOCK RECOMMENDED POTHOLE LOCATION S REMOVE EXISTING HYDRANT OR STAND PIPE REMOVE EXISTING METER ADJUST EXISTING VAULT INSTALL WATER METER INSTALL HYDRANT ASSEMBLY ADJUST EXISTING METER ADJUST EXISTING VALVE BOX ADJUST EXISTING HANDHOLE OR MANHOLE REMOVE EXISTING VAULT REMOVE UTILITY POLE (BY PSE) RELOCATE UTILITY POLE (BY PSE) RELOCATE EXISTING VAULT RELOCATE EXISTING JUNCTION BOX OR SERVICE CABINET RELOCATE HANDHOLE OR MANHOLE UNDERGROUND ELECTRICAL SERVICE (BY PSE) UNDERGROUND TELECOM SERVICE UNDERGROUND GAS SERVICE INSTALL 463-LA SERVICE VAULT ADJUST GAS VALVE (BY PSE) PROTECT EXISTING FEATURE IN PLACE UTILITY NOTES 1 2 3 4 5 6 7 20 21 22 23 24 25 26 27 28 29 30 40 50 EXISTING GAS LINEG MONITORING WELL 14+00 15+00 16+00 17+00 18+00 19+00SHATTUCK AVE SC v vvvC:\Users\alaliq\appdata\local\temp\AcPublish_19428\1 UT.01.dwg | Layout: 1UT.06PLOTTED: Nov 16, 2021-05:23:41pm By ALALIQXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-STATION_RENTON.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; X-LEGEND.dwg; X-ITS_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-RDWY_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 40' 0' S GRADY WAY SHATTUCK AVE S(GRA-LINE) RENTON SEGMENT UTILITY PLAN GRA 14+00 TO GRA 19+00 1UT.06 XXXX XXXX XXXX 28 TO BE RELOCATED BY OTHERS 17 1 5 20 28 TO BE RELOCATED BY OTHERS 27 TO BE RELOCATED BY OTHERS 40 28 TO BE RELOCATED BY OTHERS 50 25 TO BE RELOCATED BY OTHERS 28 27 50 50 ROW ROW 29 50 SEE PROFILE A ON SHEET UP0150 269 R-4214269 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.FOR STORMWATER IMPROVEMENTS SEE GRADING AND DRAINAGE PLANS. 3.WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR RELOCATED, WORK SHOULD BE COORDINATED WITH EACH UTILITY. GENERAL NOTES LEGEND W EXISTING WATER METER EXISTING WATER METER EXISTING WATER LINE EXISTING SEWER LINE EXISTING FIRE HYDRANT EXISTING GATE VALVE GATE VALVE FIRE HYDRANT WATER METER THRUST BLOCK RECOMMENDED POTHOLE LOCATION S REMOVE EXISTING HYDRANT OR STAND PIPE REMOVE EXISTING METER ADJUST EXISTING VAULT INSTALL WATER METER INSTALL HYDRANT ASSEMBLY ADJUST EXISTING METER ADJUST EXISTING VALVE BOX ADJUST EXISTING HANDHOLE OR MANHOLE REMOVE EXISTING VAULT REMOVE UTILITY POLE (BY PSE) RELOCATE UTILITY POLE (BY PSE) RELOCATE EXISTING VAULT RELOCATE EXISTING JUNCTION BOX OR SERVICE CABINET RELOCATE HANDHOLE OR MANHOLE UNDERGROUND ELECTRICAL SERVICE (BY PSE) UNDERGROUND TELECOM SERVICE UNDERGROUND GAS SERVICE INSTALL 463-LA SERVICE VAULT ADJUST GAS VALVE (BY PSE) PROTECT EXISTING FEATURE IN PLACE UTILITY NOTES 1 2 3 4 5 6 7 20 21 22 23 24 25 26 27 28 29 30 40 50 EXISTING GAS LINEG MONITORING WELL 19+00 20+00 21+00 22+00 23+00 24+00 S GRADY WAY S GRADY WAY C F F C:\Users\alaliq\appdata\local\temp\AcPublish_19428\1 UT.01.dwg | Layout: 1UT.07PLOTTED: Nov 16, 2021-05:24:09pm By ALALIQXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-STATION_RENTON.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; X-LEGEND.dwg; X-ITS_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-RDWY_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 40' 0' S GRADY WAY (GRA-LINE) RENTON SEGMENT UTILITY PLAN GRA 19+00 TO GRA 24+00 1UT.07 XXXX XXXX XXXX 28 TO BE RELOCATED BY OTHERS 273 5 1 29 50 51 28 TO BE RELOCATED BY OTHERS 6 7 7 20 28 28 TO BE RELOCATED BY OTHERS 27 TO BE RELOCATED BY OTHERS 50ROW ROW 29 TO BE RELOCATED BY OTHERS 27 SEE PROFILE B ON SHEET UP01 50 50 FIRE HYDRANT 502750 50 270 R-4214270 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.FOR STORMWATER IMPROVEMENTS SEE GRADING AND DRAINAGE PLANS. 3.WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR RELOCATED, WORK SHOULD BE COORDINATED WITH EACH UTILITY. GENERAL NOTES LEGEND W EXISTING WATER METER EXISTING WATER METER EXISTING WATER LINE EXISTING SEWER LINE EXISTING FIRE HYDRANT EXISTING GATE VALVE GATE VALVE FIRE HYDRANT WATER METER THRUST BLOCK RECOMMENDED POTHOLE LOCATION S REMOVE EXISTING HYDRANT OR STAND PIPE REMOVE EXISTING METER ADJUST EXISTING VAULT INSTALL WATER METER INSTALL HYDRANT ASSEMBLY ADJUST EXISTING METER ADJUST EXISTING VALVE BOX ADJUST EXISTING HANDHOLE OR MANHOLE REMOVE EXISTING VAULT REMOVE UTILITY POLE (BY PSE) RELOCATE UTILITY POLE (BY PSE) RELOCATE EXISTING VAULT RELOCATE EXISTING JUNCTION BOX OR SERVICE CABINET RELOCATE HANDHOLE OR MANHOLE UNDERGROUND ELECTRICAL SERVICE (BY PSE) UNDERGROUND TELECOM SERVICE UNDERGROUND GAS SERVICE INSTALL 463-LA SERVICE VAULT ADJUST GAS VALVE (BY PSE) PROTECT EXISTING FEATURE IN PLACE UTILITY NOTES 1 2 3 4 5 6 7 20 21 22 23 24 25 26 27 28 29 30 40 50 EXISTING GAS LINEG MONITORING WELL 25+27 24+0025+0010+00 11+00 12+00 13+00 14+00 SSCvvvvvv C:\Users\alaliq\appdata\local\temp\AcPublish_19428\1 UT.01.dwg | Layout: 1UT.08PLOTTED: Nov 16, 2021-05:24:39pm By ALALIQXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-STATION_RENTON.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; X-LEGEND.dwg; X-ITS_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-RDWY_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 40' 0'S GRADY WAYTALBOT RD S (TAL-B-LINE)(GRA-LINE)RENTON SEGMENT UTILITY PLAN GRA 24+00 TO TAL-B 14+00 1UT.08 XXXX XXXX XXXX 28 50 27 50 5 1 28 TO BE RELOCATED BY OTHERS 2 1 20 20 50 7 50 29 24 28 ROW ROW 50 50 27 50 50 27 50 2750 SEE PROFILE C ON SHEET UP01 50 50 28 2750 28 50 27 50 28 24 27 50 271 R-4214271 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.FOR STORMWATER IMPROVEMENTS SEE GRADING AND DRAINAGE PLANS. 3.WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR RELOCATED, WORK SHOULD BE COORDINATED WITH EACH UTILITY. GENERAL NOTES LEGEND W EXISTING WATER METER EXISTING WATER METER EXISTING WATER LINE EXISTING SEWER LINE EXISTING FIRE HYDRANT EXISTING GATE VALVE GATE VALVE FIRE HYDRANT WATER METER THRUST BLOCK RECOMMENDED POTHOLE LOCATION S REMOVE EXISTING HYDRANT OR STAND PIPE REMOVE EXISTING METER ADJUST EXISTING VAULT INSTALL WATER METER INSTALL HYDRANT ASSEMBLY ADJUST EXISTING METER ADJUST EXISTING VALVE BOX ADJUST EXISTING HANDHOLE OR MANHOLE REMOVE EXISTING VAULT REMOVE UTILITY POLE (BY PSE) RELOCATE UTILITY POLE (BY PSE) RELOCATE EXISTING VAULT RELOCATE EXISTING JUNCTION BOX OR SERVICE CABINET RELOCATE HANDHOLE OR MANHOLE UNDERGROUND ELECTRICAL SERVICE (BY PSE) UNDERGROUND TELECOM SERVICE UNDERGROUND GAS SERVICE INSTALL 463-LA SERVICE VAULT ADJUST GAS VALVE (BY PSE) PROTECT EXISTING FEATURE IN PLACE UTILITY NOTES 1 2 3 4 5 6 7 20 21 22 23 24 25 26 27 28 29 30 40 50 EXISTING GAS LINEG MONITORING WELL 14+00 15+00 16+00 17+00 18+00 S S S S S SS TALBOT R D S TALBOT RD S C:\Users\alaliq\appdata\local\temp\AcPublish_19428\1 UT.01.dwg | Layout: 1UT.09PLOTTED: Nov 16, 2021-05:25:10pm By ALALIQXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-STATION_RENTON.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; X-LEGEND.dwg; X-ITS_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-RDWY_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 40' 0' TALBOT RD S (TAL-B-LINE) RENTON SEGMENT UTILITY PLAN TAL-B 14+00 TO TAL-B 18+50 1UT.09 XXXX XXXX XXXX 20 27 1 3 27 29 28 ROW ROW 50 50 5050 50 28 TO BE RELOCATED BY OTHERS 50 24 28 50 272 R-4214272 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.FOR STORMWATER IMPROVEMENTS SEE GRADING AND DRAINAGE PLANS. 3.WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR RELOCATED, WORK SHOULD BE COORDINATED WITH EACH UTILITY. GENERAL NOTES LEGEND W EXISTING WATER METER EXISTING WATER METER EXISTING WATER LINE EXISTING SEWER LINE EXISTING FIRE HYDRANT EXISTING GATE VALVE GATE VALVE FIRE HYDRANT WATER METER THRUST BLOCK RECOMMENDED POTHOLE LOCATION S REMOVE EXISTING HYDRANT OR STAND PIPE REMOVE EXISTING METER ADJUST EXISTING VAULT INSTALL WATER METER INSTALL HYDRANT ASSEMBLY ADJUST EXISTING METER ADJUST EXISTING VALVE BOX ADJUST EXISTING HANDHOLE OR MANHOLE REMOVE EXISTING VAULT REMOVE UTILITY POLE (BY PSE) RELOCATE UTILITY POLE (BY PSE) RELOCATE EXISTING VAULT RELOCATE EXISTING JUNCTION BOX OR SERVICE CABINET RELOCATE HANDHOLE OR MANHOLE UNDERGROUND ELECTRICAL SERVICE (BY PSE) UNDERGROUND TELECOM SERVICE UNDERGROUND GAS SERVICE INSTALL 463-LA SERVICE VAULT ADJUST GAS VALVE (BY PSE) PROTECT EXISTING FEATURE IN PLACE UTILITY NOTES 1 2 3 4 5 6 7 20 21 22 23 24 25 26 27 28 29 30 40 50 EXISTING GAS LINEG MONITORING WELL 19+00 20+00 21+00 22+00 23+00 S ROW C:\pw_workdir\den003\jeg_alaliq\d0601389\1 UT.10.dwg | Layout: 1UT.10PLOTTED: Nov 04, 2021-01:48:50pm By ALALIQXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-DR_RENTON.dwg; X-RDWY_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 40' 0' TALBOT RD S I -405 SB OFF -RAMP (TAL-B-LINE)S RENTON VILLAGE PLRENTON SEGMENT UTILITY PLAN TAL-B 18+50 TO TAL-B 23+50 1UT.10 XXX XXX XXX 29 50 7 28 50 7 3 50 26 2824 28 TO BE RELOCATED BY OTHERS TO BE RELOCATED BY OTHERS 3 ROW 50 50 28 27 TO BE RELOCATED BY OTHERS 27 TO BE RELOCATED BY OTHERS 50 2850 50 273 R-4214273 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.FOR STORMWATER IMPROVEMENTS SEE GRADING AND DRAINAGE PLANS. 3.WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR RELOCATED, WORK SHOULD BE COORDINATED WITH EACH UTILITY. GENERAL NOTES LEGEND W EXISTING WATER METER EXISTING WATER METER EXISTING WATER LINE EXISTING SEWER LINE EXISTING FIRE HYDRANT EXISTING GATE VALVE GATE VALVE FIRE HYDRANT WATER METER THRUST BLOCK RECOMMENDED POTHOLE LOCATION S REMOVE EXISTING HYDRANT OR STAND PIPE REMOVE EXISTING METER ADJUST EXISTING VAULT INSTALL WATER METER INSTALL HYDRANT ASSEMBLY ADJUST EXISTING METER ADJUST EXISTING VALVE BOX ADJUST EXISTING HANDHOLE OR MANHOLE REMOVE EXISTING VAULT REMOVE UTILITY POLE (BY PSE) RELOCATE UTILITY POLE (BY PSE) RELOCATE EXISTING VAULT RELOCATE EXISTING JUNCTION BOX OR SERVICE CABINET RELOCATE HANDHOLE OR MANHOLE UNDERGROUND ELECTRICAL SERVICE (BY PSE) UNDERGROUND TELECOM SERVICE UNDERGROUND GAS SERVICE INSTALL 463-LA SERVICE VAULT ADJUST GAS VALVE (BY PSE) PROTECT EXISTING FEATURE IN PLACE UTILITY NOTES 1 2 3 4 5 6 7 20 21 22 23 24 25 26 27 28 29 30 40 50 EXISTING GAS LINEG 33+00 34+00 35+00 36+00 37+00 38+00 S 15TH STS PUGET DRC:\pw_workdir\den003\jeg_alaliq\d0601389\1 UT.10.dwg | Layout: 1UT.11PLOTTED: Nov 02, 2021-10:35:39am By ALALIQXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-DR_RENTON.dwg; X-RDWY_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 40' 0' BENSON DR S (SR 515)S PUGET DRS 15TH ST(TAL-B-LINE) RENTON SEGMENT UTILITY PLAN TAL-B 33+00 TO TAL-B 38+00 1UT.11 XXX XXX XXX 7 50 27 50 ROW ROW2750 50 274 R-4214274 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.FOR STORMWATER IMPROVEMENTS SEE GRADING AND DRAINAGE PLANS. 3.WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR RELOCATED, WORK SHOULD BE COORDINATED WITH EACH UTILITY. GENERAL NOTES LEGEND W EXISTING WATER METER EXISTING WATER METER EXISTING WATER LINE EXISTING SEWER LINE EXISTING FIRE HYDRANT EXISTING GATE VALVE GATE VALVE FIRE HYDRANT WATER METER THRUST BLOCK RECOMMENDED POTHOLE LOCATION S REMOVE EXISTING HYDRANT OR STAND PIPE REMOVE EXISTING METER ADJUST EXISTING VAULT INSTALL WATER METER INSTALL HYDRANT ASSEMBLY ADJUST EXISTING METER ADJUST EXISTING VALVE BOX ADJUST EXISTING HANDHOLE OR MANHOLE REMOVE EXISTING VAULT REMOVE UTILITY POLE (BY PSE) RELOCATE UTILITY POLE (BY PSE) RELOCATE EXISTING VAULT RELOCATE EXISTING JUNCTION BOX OR SERVICE CABINET RELOCATE HANDHOLE OR MANHOLE UNDERGROUND ELECTRICAL SERVICE (BY PSE) UNDERGROUND TELECOM SERVICE UNDERGROUND GAS SERVICE INSTALL 463-LA SERVICE VAULT ADJUST GAS VALVE (BY PSE) PROTECT EXISTING FEATURE IN PLACE UTILITY NOTES 1 2 3 4 5 6 7 20 21 22 23 24 25 26 27 28 29 30 40 50 EXISTING GAS LINEG MONITORING WELL 24+00 25+00 26+00 27+00 28+00 29+00 S S SSSSSSSS 23RD STTALBOT CREST DR S C:\pw_workdir\den003\jeg_alaliq\d0601389\1 UT.10.dwg | Layout: 1UT.12PLOTTED: Nov 17, 2021-03:32:34pm By ALALIQXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-DR_RENTON.dwg; X-RDWY_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 40' 0' TALBOT RD S S 23RD ST (TAL-21-LINE)TALBOT CREST DR SRENTON SEGMENT UTILITY PLAN TAL-21 24+00 TO TAL-21 29+00 1UT.12 XXX XXX XXX 50 28 7 27 7 5 ROW ROW 50 50 29 50 28 50 29 50 27 50 29 50 50 28 50 275 R-4214275 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.FOR STORMWATER IMPROVEMENTS SEE GRADING AND DRAINAGE PLANS. 3.WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR RELOCATED, WORK SHOULD BE COORDINATED WITH EACH UTILITY. GENERAL NOTES LEGEND W EXISTING WATER METER EXISTING WATER METER EXISTING WATER LINE EXISTING SEWER LINE EXISTING FIRE HYDRANT EXISTING GATE VALVE GATE VALVE FIRE HYDRANT WATER METER THRUST BLOCK RECOMMENDED POTHOLE LOCATION S REMOVE EXISTING HYDRANT OR STAND PIPE REMOVE EXISTING METER ADJUST EXISTING VAULT INSTALL WATER METER INSTALL HYDRANT ASSEMBLY ADJUST EXISTING METER ADJUST EXISTING VALVE BOX ADJUST EXISTING HANDHOLE OR MANHOLE REMOVE EXISTING VAULT REMOVE UTILITY POLE (BY PSE) RELOCATE UTILITY POLE (BY PSE) RELOCATE EXISTING VAULT RELOCATE EXISTING JUNCTION BOX OR SERVICE CABINET RELOCATE HANDHOLE OR MANHOLE UNDERGROUND ELECTRICAL SERVICE (BY PSE) UNDERGROUND TELECOM SERVICE UNDERGROUND GAS SERVICE INSTALL 463-LA SERVICE VAULT ADJUST GAS VALVE (BY PSE) PROTECT EXISTING FEATURE IN PLACE UTILITY NOTES 1 2 3 4 5 6 7 20 21 22 23 24 25 26 27 28 29 30 40 50 EXISTING GAS LINEG 54+00 55+00 56+00 57+00 58+00 59+00SSS 32ND ST C:\pw_workdir\den003\jeg_alaliq\d0601389\1 UT.10.dwg | Layout: 1UT.13PLOTTED: Nov 02, 2021-10:36:48am By ALALIQXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-DR_RENTON.dwg; X-RDWY_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 40' 0' TALBOT RD S (TAL-21-LINE)S 32ND STRENTON SEGMENT UTILITY PLAN TAL-21 54+00 TO TAL-21 59+00 1UT.13 XXX XXX XXX 50 29 5 ROW ROW 28 50 50 276 R-4214276 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.FOR STORMWATER IMPROVEMENTS SEE GRADING AND DRAINAGE PLANS. 3.WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR RELOCATED, WORK SHOULD BE COORDINATED WITH EACH UTILITY. GENERAL NOTES LEGEND W EXISTING WATER METER EXISTING WATER METER EXISTING WATER LINE EXISTING SEWER LINE EXISTING FIRE HYDRANT EXISTING GATE VALVE GATE VALVE FIRE HYDRANT WATER METER THRUST BLOCK RECOMMENDED POTHOLE LOCATION S REMOVE EXISTING HYDRANT OR STAND PIPE REMOVE EXISTING METER ADJUST EXISTING VAULT INSTALL WATER METER INSTALL HYDRANT ASSEMBLY ADJUST EXISTING METER ADJUST EXISTING VALVE BOX ADJUST EXISTING HANDHOLE OR MANHOLE REMOVE EXISTING VAULT REMOVE UTILITY POLE (BY PSE) RELOCATE UTILITY POLE (BY PSE) RELOCATE EXISTING VAULT RELOCATE EXISTING JUNCTION BOX OR SERVICE CABINET RELOCATE HANDHOLE OR MANHOLE UNDERGROUND ELECTRICAL SERVICE (BY PSE) UNDERGROUND TELECOM SERVICE UNDERGROUND GAS SERVICE INSTALL 463-LA SERVICE VAULT ADJUST GAS VALVE (BY PSE) PROTECT EXISTING FEATURE IN PLACE UTILITY NOTES 1 2 3 4 5 6 7 20 21 22 23 24 25 26 27 28 29 30 40 50 EXISTING GAS LINEG 71+00 72+00 73+00 74+00 75+00 76+00SD S 37TH STS 37TH STS 38 TH CTS 38TH CTC:\pw_workdir\den003\jeg_alaliq\d0601389\1 UT.10.dwg | Layout: 1UT.14PLOTTED: Nov 02, 2021-10:37:21am By ALALIQXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-DR_RENTON.dwg; X-RDWY_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 40' 0' TALBOT RD S S 37TH STS 37TH STS 38TH CTS 38TH CT(TAL-21-LINE) RENTON SEGMENT UTILITY PLAN TAL-21 71+00 TO TAL-21 76+00 1UT.14 XXX XXX XXX 50 3 5 7 7 50 2 4 23 5 4 3 5 7 50 50 2940 2820 2 28 ROW ROW 50 50 28 50 50 277 R-4214277 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.FOR STORMWATER IMPROVEMENTS SEE GRADING AND DRAINAGE PLANS. 3.WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR RELOCATED, WORK SHOULD BE COORDINATED WITH EACH UTILITY. GENERAL NOTES LEGEND W EXISTING WATER METER EXISTING WATER METER EXISTING WATER LINE EXISTING SEWER LINE EXISTING FIRE HYDRANT EXISTING GATE VALVE GATE VALVE FIRE HYDRANT WATER METER THRUST BLOCK RECOMMENDED POTHOLE LOCATION S REMOVE EXISTING HYDRANT OR STAND PIPE REMOVE EXISTING METER ADJUST EXISTING VAULT INSTALL WATER METER INSTALL HYDRANT ASSEMBLY ADJUST EXISTING METER ADJUST EXISTING VALVE BOX ADJUST EXISTING HANDHOLE OR MANHOLE REMOVE EXISTING VAULT REMOVE UTILITY POLE (BY PSE) RELOCATE UTILITY POLE (BY PSE) RELOCATE EXISTING VAULT RELOCATE EXISTING JUNCTION BOX OR SERVICE CABINET RELOCATE HANDHOLE OR MANHOLE UNDERGROUND ELECTRICAL SERVICE (BY PSE) UNDERGROUND TELECOM SERVICE UNDERGROUND GAS SERVICE INSTALL 463-LA SERVICE VAULT ADJUST GAS VALVE (BY PSE) PROTECT EXISTING FEATURE IN PLACE UTILITY NOTES 1 2 3 4 5 6 7 20 21 22 23 24 25 26 27 28 29 30 40 50 EXISTING GAS LINEG 86+00 87+00 88+00 89+00 90+00 91+00SSSS C:\pw_workdir\den003\jeg_alaliq\d0601389\1 UT.10.dwg | Layout: 1UT.15PLOTTED: Nov 02, 2021-10:37:56am By ALALIQXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-DR_RENTON.dwg; X-RDWY_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 40' 0' TALBOT RD S (TAL-21-LINE) RENTON SEGMENT UTILITY PLAN TAL-21 86+00 TO TAL-21 91+00 1UT.15 XXX XXX XXX 1 6 29 5050 50 27 TO BE RELOCATED BY OTHERS 50 ROW ROW 27 50 50 28 27 50 50 2750 50 278 R-4214278 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.FOR STORMWATER IMPROVEMENTS SEE GRADING AND DRAINAGE PLANS. 3.WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR RELOCATED, WORK SHOULD BE COORDINATED WITH EACH UTILITY. GENERAL NOTES LEGEND W EXISTING WATER METER EXISTING WATER METER EXISTING WATER LINE EXISTING SEWER LINE EXISTING FIRE HYDRANT EXISTING GATE VALVE GATE VALVE FIRE HYDRANT WATER METER THRUST BLOCK RECOMMENDED POTHOLE LOCATION S REMOVE EXISTING HYDRANT OR STAND PIPE REMOVE EXISTING METER ADJUST EXISTING VAULT INSTALL WATER METER INSTALL HYDRANT ASSEMBLY ADJUST EXISTING METER ADJUST EXISTING VALVE BOX ADJUST EXISTING HANDHOLE OR MANHOLE REMOVE EXISTING VAULT REMOVE UTILITY POLE (BY PSE) RELOCATE UTILITY POLE (BY PSE) RELOCATE EXISTING VAULT RELOCATE EXISTING JUNCTION BOX OR SERVICE CABINET RELOCATE HANDHOLE OR MANHOLE UNDERGROUND ELECTRICAL SERVICE (BY PSE) UNDERGROUND TELECOM SERVICE UNDERGROUND GAS SERVICE INSTALL 463-LA SERVICE VAULT ADJUST GAS VALVE (BY PSE) PROTECT EXISTING FEATURE IN PLACE UTILITY NOTES 1 2 3 4 5 6 7 20 21 22 23 24 25 26 27 28 29 30 40 50 EXISTING GAS LINEG 32+ 0 0 33+00 34+00 35+00 36+00 C:\pw_workdir\den003\jeg_alaliq\d0601389\1 UT.10.dwg | Layout: 1UT.16PLOTTED: Nov 02, 2021-10:38:32am By ALALIQXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-DR_RENTON.dwg; X-RDWY_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 40' 0' SE CARR RD MILL AVE SWELLS AVE S(CAR-LINE) RENTON SEGMENT UTILITY PLAN CAR 32+00 TO CAR CAR 36+50 1UT.16 XXX XXX XXX 50 27 ROW ROW 282950 279 R-4214279 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.FOR STORMWATER IMPROVEMENTS SEE GRADING AND DRAINAGE PLANS. 3.WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR RELOCATED, WORK SHOULD BE COORDINATED WITH EACH UTILITY. GENERAL NOTES LEGEND W EXISTING WATER METER EXISTING WATER METER EXISTING WATER LINE EXISTING SEWER LINE EXISTING FIRE HYDRANT EXISTING GATE VALVE GATE VALVE FIRE HYDRANT WATER METER THRUST BLOCK RECOMMENDED POTHOLE LOCATION S REMOVE EXISTING HYDRANT OR STAND PIPE REMOVE EXISTING METER ADJUST EXISTING VAULT INSTALL WATER METER INSTALL HYDRANT ASSEMBLY ADJUST EXISTING METER ADJUST EXISTING VALVE BOX ADJUST EXISTING HANDHOLE OR MANHOLE REMOVE EXISTING VAULT REMOVE UTILITY POLE (BY PSE) RELOCATE UTILITY POLE (BY PSE) RELOCATE EXISTING VAULT RELOCATE EXISTING JUNCTION BOX OR SERVICE CABINET RELOCATE HANDHOLE OR MANHOLE UNDERGROUND ELECTRICAL SERVICE (BY PSE) UNDERGROUND TELECOM SERVICE UNDERGROUND GAS SERVICE INSTALL 463-LA SERVICE VAULT ADJUST GAS VALVE (BY PSE) PROTECT EXISTING FEATURE IN PLACE UTILITY NOTES 1 2 3 4 5 6 7 20 21 22 23 24 25 26 27 28 29 30 40 50 EXISTING GAS LINEG MONITORING WELL 43+00 44+00 45+00 46+00 47+00 C:\pw_workdir\den003\jeg_alaliq\d0601389\1 UT.10.dwg | Layout: 1UT.17PLOTTED: Nov 16, 2021-07:47:01pm By ALALIQXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-DR_RENTON.dwg; X-RDWY_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 40' 0' SE CARR RD 105TH PL SE(CAR-LINE) RENTON SEGMENT UTILITY PLAN CAR 42+50 TO CAR 47+50 1UT.17 XXX XXX XXX 60% TO BE SUBMITTED AT A LATER DATE ROUTI N G C H A N G E D ROW ROW 280 R-4214280 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.FOR STORMWATER IMPROVEMENTS SEE GRADING AND DRAINAGE PLANS. 3.WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR RELOCATED, WORK SHOULD BE COORDINATED WITH EACH UTILITY. GENERAL NOTES LEGEND W EXISTING WATER METER EXISTING WATER METER EXISTING WATER LINE EXISTING SEWER LINE EXISTING FIRE HYDRANT EXISTING GATE VALVE GATE VALVE FIRE HYDRANT WATER METER THRUST BLOCK RECOMMENDED POTHOLE LOCATION S REMOVE EXISTING HYDRANT OR STAND PIPE REMOVE EXISTING METER ADJUST EXISTING VAULT INSTALL WATER METER INSTALL HYDRANT ASSEMBLY ADJUST EXISTING METER ADJUST EXISTING VALVE BOX ADJUST EXISTING HANDHOLE OR MANHOLE REMOVE EXISTING VAULT REMOVE UTILITY POLE (BY PSE) RELOCATE UTILITY POLE (BY PSE) RELOCATE EXISTING VAULT RELOCATE EXISTING JUNCTION BOX OR SERVICE CABINET RELOCATE HANDHOLE OR MANHOLE UNDERGROUND ELECTRICAL SERVICE (BY PSE) UNDERGROUND TELECOM SERVICE UNDERGROUND GAS SERVICE INSTALL 463-LA SERVICE VAULT ADJUST GAS VALVE (BY PSE) PROTECT EXISTING FEATURE IN PLACE UTILITY NOTES 1 2 3 4 5 6 7 20 21 22 23 24 25 26 27 28 29 30 40 50 EXISTING GAS LINEG MONITORING WELL 48+00 49+00 50+00 51+00 52+00106TH PL SEC:\pw_workdir\den003\jeg_alaliq\d0601389\1 UT.10.dwg | Layout: 1UT.18PLOTTED: Nov 16, 2021-07:48:21pm By ALALIQXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-DR_RENTON.dwg; X-RDWY_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 40' 0' RENTON SEGMENT UTILITY PLAN CAR 47+50 TO CAR 52+50 1C7.18 XXX XXX XXX 106TH PL SESE CARR RD (CAR-LINE)106TH PL SEROUTI N G C H A N G E D 60% TO BE SUBMITTED AT A LATER DATE 281 R-4214281 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.FOR STORMWATER IMPROVEMENTS SEE GRADING AND DRAINAGE PLANS. 3.WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR RELOCATED, WORK SHOULD BE COORDINATED WITH EACH UTILITY. GENERAL NOTES LEGEND W EXISTING WATER METER EXISTING WATER METER EXISTING WATER LINE EXISTING SEWER LINE EXISTING FIRE HYDRANT EXISTING GATE VALVE GATE VALVE FIRE HYDRANT WATER METER THRUST BLOCK RECOMMENDED POTHOLE LOCATION S REMOVE EXISTING HYDRANT OR STAND PIPE REMOVE EXISTING METER ADJUST EXISTING VAULT INSTALL WATER METER INSTALL HYDRANT ASSEMBLY ADJUST EXISTING METER ADJUST EXISTING VALVE BOX ADJUST EXISTING HANDHOLE OR MANHOLE REMOVE EXISTING VAULT REMOVE UTILITY POLE (BY PSE) RELOCATE UTILITY POLE (BY PSE) RELOCATE EXISTING VAULT RELOCATE EXISTING JUNCTION BOX OR SERVICE CABINET RELOCATE HANDHOLE OR MANHOLE UNDERGROUND ELECTRICAL SERVICE (BY PSE) UNDERGROUND TELECOM SERVICE UNDERGROUND GAS SERVICE INSTALL 463-LA SERVICE VAULT ADJUST GAS VALVE (BY PSE) PROTECT EXISTING FEATURE IN PLACE UTILITY NOTES 1 2 3 4 5 6 7 20 21 22 23 24 25 26 27 28 29 30 40 50 EXISTING GAS LINEG MONITORING WELL 0+00 1+00 2+00 3+00 4+00 54+10 53+0054+00C:\pw_workdir\den003\jeg_alaliq\d0601389\1 UT.10.dwg | Layout: 1UT.19PLOTTED: Nov 16, 2021-07:49:10pm By ALALIQXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-DR_RENTON.dwg; X-RDWY_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 40' 0'SE CARR RDSE PETROVITSKY RDBENSON DR S (SR 515) 108TH AVE SE (SR 515) (108TH-LINE)(CAR-LINE)RENTON SEGMENT UTILITY PLAN CAR 52+50 TO 108TH 4+00 1UT.19 XXX XXX XXX ROUTI N G C H A N G E D 60% TO BE SUBMITTED AT A LATER DATE 282 R-4214282 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.FOR STORMWATER IMPROVEMENTS SEE GRADING AND DRAINAGE PLANS. 3.WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR RELOCATED, WORK SHOULD BE COORDINATED WITH EACH UTILITY. GENERAL NOTES LEGEND W EXISTING WATER METER EXISTING WATER METER EXISTING WATER LINE EXISTING SEWER LINE EXISTING FIRE HYDRANT EXISTING GATE VALVE GATE VALVE FIRE HYDRANT WATER METER THRUST BLOCK RECOMMENDED POTHOLE LOCATION S REMOVE EXISTING HYDRANT OR STAND PIPE REMOVE EXISTING METER ADJUST EXISTING VAULT INSTALL WATER METER INSTALL HYDRANT ASSEMBLY ADJUST EXISTING METER ADJUST EXISTING VALVE BOX ADJUST EXISTING HANDHOLE OR MANHOLE REMOVE EXISTING VAULT REMOVE UTILITY POLE (BY PSE) RELOCATE UTILITY POLE (BY PSE) RELOCATE EXISTING VAULT RELOCATE EXISTING JUNCTION BOX OR SERVICE CABINET RELOCATE HANDHOLE OR MANHOLE UNDERGROUND ELECTRICAL SERVICE (BY PSE) UNDERGROUND TELECOM SERVICE UNDERGROUND GAS SERVICE INSTALL 463-LA SERVICE VAULT ADJUST GAS VALVE (BY PSE) PROTECT EXISTING FEATURE IN PLACE UTILITY NOTES 1 2 3 4 5 6 7 20 21 22 23 24 25 26 27 28 29 30 40 50 EXISTING GAS LINEG MONITORING WELL 4+00 5+00 6+00 7+00 8+00 9+00 SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDC:\pw_workdir\den003\jeg_alaliq\d0601389\1 UT.20.dwg | Layout: 1UT.20PLOTTED: Nov 17, 2021-09:54:34am By ALALIQXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-STATION_RENTON.dwg; X-RDWY_RENTON.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; 18229-SV-BS_Kent.dwg; 18229-SV-BS_Renton.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 40' 0' 108TH AVE SE (SR 515) (108TH-LINE) RENTON SEGMENT UTILITY PLAN 108TH 4+00 TO 108TH 9+00 1UT.20 XXX XXX XXX ROUTI N G C H A N G E D 60% TO BE SUBMITTED AT A LATER DATE 283 R-4214283 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.FOR STORMWATER IMPROVEMENTS SEE GRADING AND DRAINAGE PLANS. 3.WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR RELOCATED, WORK SHOULD BE COORDINATED WITH EACH UTILITY. GENERAL NOTES LEGEND W EXISTING WATER METER EXISTING WATER METER EXISTING WATER LINE EXISTING SEWER LINE EXISTING FIRE HYDRANT EXISTING GATE VALVE GATE VALVE FIRE HYDRANT WATER METER THRUST BLOCK RECOMMENDED POTHOLE LOCATION S REMOVE EXISTING HYDRANT OR STAND PIPE REMOVE EXISTING METER ADJUST EXISTING VAULT INSTALL WATER METER INSTALL HYDRANT ASSEMBLY ADJUST EXISTING METER ADJUST EXISTING VALVE BOX ADJUST EXISTING HANDHOLE OR MANHOLE REMOVE EXISTING VAULT REMOVE UTILITY POLE (BY PSE) RELOCATE UTILITY POLE (BY PSE) RELOCATE EXISTING VAULT RELOCATE EXISTING JUNCTION BOX OR SERVICE CABINET RELOCATE HANDHOLE OR MANHOLE UNDERGROUND ELECTRICAL SERVICE (BY PSE) UNDERGROUND TELECOM SERVICE UNDERGROUND GAS SERVICE INSTALL 463-LA SERVICE VAULT ADJUST GAS VALVE (BY PSE) PROTECT EXISTING FEATURE IN PLACE UTILITY NOTES 1 2 3 4 5 6 7 20 21 22 23 24 25 26 27 28 29 30 40 50 EXISTING GAS LINEG MONITORING WELL 108TH AVE SESE 180TH ST 13+00 14+00 15+00 16+00 17+00 18+00SDSDSDSDSDSDSDSDSD SDSDSDSDSDSDSDSDSDSDSDSDSDSD SD SD SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD SD SD C:\pw_workdir\den003\jeg_alaliq\d0601389\1 UT.20.dwg | Layout: 1UT.21PLOTTED: Nov 17, 2021-09:55:27am By ALALIQXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-STATION_RENTON.dwg; X-RDWY_RENTON.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; 18229-SV-BS_Kent.dwg; 18229-SV-BS_Renton.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 40' 0'SE 181ST STSE 180TH ST108TH AVE SE (SR 515) (108TH-LINE) RENTON SEGMENT UTILITY PLAN 108TH 13+00 TO 108TH 18+00 1UT.21 XXX XXX XXX ROUTI N G C H A N G E D 60% TO BE SUBMITTED AT A LATER DATE 284 R-4214284 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.FOR STORMWATER IMPROVEMENTS SEE GRADING AND DRAINAGE PLANS. 3.WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR RELOCATED, WORK SHOULD BE COORDINATED WITH EACH UTILITY. GENERAL NOTES LEGEND W EXISTING WATER METER EXISTING WATER METER EXISTING WATER LINE EXISTING SEWER LINE EXISTING FIRE HYDRANT EXISTING GATE VALVE GATE VALVE FIRE HYDRANT WATER METER THRUST BLOCK RECOMMENDED POTHOLE LOCATION S REMOVE EXISTING HYDRANT OR STAND PIPE REMOVE EXISTING METER ADJUST EXISTING VAULT INSTALL WATER METER INSTALL HYDRANT ASSEMBLY ADJUST EXISTING METER ADJUST EXISTING VALVE BOX ADJUST EXISTING HANDHOLE OR MANHOLE REMOVE EXISTING VAULT REMOVE UTILITY POLE (BY PSE) RELOCATE UTILITY POLE (BY PSE) RELOCATE EXISTING VAULT RELOCATE EXISTING JUNCTION BOX OR SERVICE CABINET RELOCATE HANDHOLE OR MANHOLE UNDERGROUND ELECTRICAL SERVICE (BY PSE) UNDERGROUND TELECOM SERVICE UNDERGROUND GAS SERVICE INSTALL 463-LA SERVICE VAULT ADJUST GAS VALVE (BY PSE) PROTECT EXISTING FEATURE IN PLACE UTILITY NOTES 1 2 3 4 5 6 7 20 21 22 23 24 25 26 27 28 29 30 40 50 EXISTING GAS LINEG108th AVE SESE 186TH STSE 186TH STSE 184TH LN28+00 29+00 30+00 31+00 32+00 33+00 SDSDSDSD SD SD SDSDSDSDSDSDSDSDSDSD SD SD SDSDSDSDSDSDROW C:\pw_workdir\den003\jeg_alaliq\d0601389\1 UT.20.dwg | Layout: 1UT.22PLOTTED: Nov 02, 2021-10:42:07am By ALALIQXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-STATION_RENTON.dwg; X-RDWY_RENTON.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; 18229-SV-BS_Kent.dwg; 18229-SV-BS_Renton.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 40' 0' 108TH AVE SE (SR 515)SE 186TH STSE 184TH LN(108TH-LINE)SE 186TH STRENTON SEGMENT UTILITY PLAN 108TH 28+00 TO 108TH 33+00 1UT.22 XXX XXX XXX 50 29 50 3 2 50 28 ROW 50 50 28 50 285 R-4214285 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.FOR STORMWATER IMPROVEMENTS SEE GRADING AND DRAINAGE PLANS. 3.WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR RELOCATED, WORK SHOULD BE COORDINATED WITH EACH UTILITY. GENERAL NOTES LEGEND W EXISTING WATER METER EXISTING WATER METER EXISTING WATER LINE EXISTING SEWER LINE EXISTING FIRE HYDRANT EXISTING GATE VALVE GATE VALVE FIRE HYDRANT WATER METER THRUST BLOCK RECOMMENDED POTHOLE LOCATION S REMOVE EXISTING HYDRANT OR STAND PIPE REMOVE EXISTING METER ADJUST EXISTING VAULT INSTALL WATER METER INSTALL HYDRANT ASSEMBLY ADJUST EXISTING METER ADJUST EXISTING VALVE BOX ADJUST EXISTING HANDHOLE OR MANHOLE REMOVE EXISTING VAULT REMOVE UTILITY POLE (BY PSE) RELOCATE UTILITY POLE (BY PSE) RELOCATE EXISTING VAULT RELOCATE EXISTING JUNCTION BOX OR SERVICE CABINET RELOCATE HANDHOLE OR MANHOLE UNDERGROUND ELECTRICAL SERVICE (BY PSE) UNDERGROUND TELECOM SERVICE UNDERGROUND GAS SERVICE INSTALL 463-LA SERVICE VAULT ADJUST GAS VALVE (BY PSE) PROTECT EXISTING FEATURE IN PLACE UTILITY NOTES 1 2 3 4 5 6 7 20 21 22 23 24 25 26 27 28 29 30 40 50 EXISTING GAS LINEG MONITORING WELL SE 192ND ST108TH AVE SE (SR-515)OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHP OHP OHP OHP OHPWATER PER GISWATER PER GISOHPOHPOHP108TH AVE SE (SR-515)52+00 53+00 54+00 55+00 56+00 57+00 SD SD SD SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDC:\pw_workdir\den003\jeg_alaliq\d0601389\1 UT.20.dwg | Layout: 1UT.23PLOTTED: Nov 17, 2021-09:57:15am By ALALIQXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_PROP.dwg; X-STATION_RENTON.dwg; X-RDWY_RENTON.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; X-LEGEND.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; 18229-SV-BS_Kent.dwg; 18229-SV-BS_Renton.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 20'40' SCALE: 1" = 40' 0' 108TH AVE SE (SR 515)SE 192ND STCITY OF RENTON(108TH-LINE)CITY OF KENTSEE VOLUME 2 FOR CITY OF KENT IMPROVEMENTS RENTON SEGMENT UTILITY PLAN 108TH 52+00 TO 108TH 57+00 1UT.23 XXX XXX XXX ROW ROW ROW ROW 50 7 7 50FIRE HYDRANT 3 50 27 27 50 286 R-4214286 10 15 20 25 30 35 10 15 20 25 30 35 0+00 0+10 0+20 0+30 0+40 0+50 EG FG NEW FH FIRE HYDRANT LATERAL12"x6" TEE FL6" GATE VALVE FL x MJTHRUST BLOCK THRUST BLOCK TAP ON EXISTING 12" ID PER COR STD. PLAN 300.1 6" DI WITH 2-3/4" COR-TEN STEEL TIE RODS 10 15 20 25 30 35 10 15 20 25 30 35 0+00 0+10 0+20 0+30 0+40 0+50FIRE HYDRANT LATERAL12"x6" TEE, FL.6" GATE VALVE MJ x FLFGEG NEW FH THRUST BLOCK THRUST BLOCK TAP ON EXISTING 12" ID PER COR STD. PLAN 300.1 GAS POWER 6" DI WITH 2-3/4" COR-TEN STEEL TIE RODS 10 15 20 25 30 35 10 15 20 25 30 35 0+00 0+10 0+20 0+30 0+40 0+50 EG FG NEW FH 6" DI WITH 2-3/4" COR-TEN STEEL TIE RODS TAP ON EXISTING 12" ID PER COR STD. PLAN 300.1 GAS FIRE HYDRANT LATERAL12"x6" TEE FL6" GATE VALVE FL x MJTHRUST BLOCK THRUST BLOCKTELEPHONE SHOWN C:\pw_workdir\den003\jeg_alaliq\d0601389\1 UP.01.dwg | Layout: 1UP.01PLOTTED: Nov 17, 2021-03:25:29pm By ALALIQXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-LEGEND.dwg; X-UT_PROF_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER RENTON SEGMENT UTILITY PROFILES 1UP.01 287 XXX XXX XXX 10'20' HORIZONTAL SCALE 0' 5'10' VERTICAL SCALE 0' SCALE: S GRADY WAY FIRE HYDRANT PROFILE GRA STA - 16+43.56, 51.92' LT A 1UT.06 SCALE: S GRADY WAY FIRE HYDRANT PROFILE GRA STA - 20+57.08, 43.00' LT B 1UT.07 SCALE: S GRADY WAY FIRE HYDRANT PROFILE GRA STA - 24+40.93, 52.25' LT C 1UT.08 SHOWN SHOWN R-4214287 C:\pw_workdir\den003\jeg_callahgl\d0601389\1 R1.00.dwg | Layout: 1R0.00PLOTTED: Nov 08, 2021-01:19:37pm By CallahGLXREFS: KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-RET-WALL-ELEVATION_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 57217STATE O F WASHIN G T ONSTRUCTURAL E N G INEERPROFESSIONAL E N G INEERHAN A M. D'A C CI GENERAL NOTES 1.ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION, DATED 2021 AND AMENDMENTS. 2.STRUCTURES HAVE BEEN DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, NINTH EDITION, 2020. 3.REINFORCING STEEL SHALL BE DEFORMED BARS AND SHALL CONFORM TO THE REQUIREMENTS OF ASTM A706 (Fy=60 ksi) OR ASTM A615 (Fy=60 ksi). 4.UNLESS OTHERWISE SHOWN IN THE PLANS, THE CONCRETE COVER MEASURED FROM THE FACE OF THE CONCRETE TO THE FACE OF ANY REINFORCING STEEL SHALL BE 2". 5.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET AND INCHES. 6.ALL DIMENSIONS ARE HORIZONTAL AND VERTICAL, UNLESS OTHERWISE SHOWN. 7.U.N.O. ALL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF CONCRETE CLASS 4000. 8.UNDERDRAIN PIPES SHALL CONSIST OF A 6-INCH DIAMETER (MINIMUM) PERFORATED PIPE. 9.EXISTING GROUND LINES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED BY THE CONTRACTOR IN THE FIELD. 10.U.N.O. ALL EXPOSED FACES OF WALLS SHALL BE PAINTED AND SEALED WITH PIGMENTED SEALER. SEE THE SPECIAL PROVISIONS FOR COLOR. REINF. CONCRETE RETAINING WALL NOTES 1.U.NO. FRONT FACE OF CIP WALL SHALL RECEIVE A CLASS 1 FINISH 2.CIP CONCRETE FOR ADJACENT STEM WALL SECTIONS (BETWEEN VERTICAL EXPANSION JOINTS) SHALL BE FORMED AND PLACED SEPARATELY, WITH A MIN. 12-HOUR TIME PERIOD BETWEEN CONCRETE PLACEMENT OPERATIONS. WALL ABBREVIATIONS TCE -TEMPORARY CONSTRUCTION EASEMENT ROW -RIGHT OF WAY FG -FINISHED GROUND EG -EXISTING GROUND T&B -TOP AND BOTTOM EF -EACH FACE CONC.-CONCRETE AP -ANGLE POINT PC -POINT OF CURVATURE PT -POINT OF TANGENCY *SEE G0.01 SHEET FOR ADDITIONAL ABBREVIATIONS AND NOTES NOT SHOWN. MISC. STRUCTURE NOTES 1.PEDESTRIAN GUARDRAILS 1.1.PEDESTRIAN GUARDRAILS SHALL BE PLACED TO THE LIMITS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. 1.2.PEDESTRIAN GUARDRAIL TYPE 1, FOR STEPS OR OTHER APPLICATIONS, SHALL BE FABRICATED IN ACCORDANCE WITH THE KING COUNTY METRO STANDARDS. RENTON SEGMENT RETAINING WALL GENERAL NOTES   1R0.00 288 H. D'ACCI C. WILCOX X. WU   R-4214288 C:\pw_workdir\den003\jeg_callahgl\d0601389\1 R1.00.dwg | Layout: 1R0.01PLOTTED: Nov 08, 2021-01:20:52pm By CallahGLXREFS: KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-RET-WALL-ELEVATION_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 57217STATE O F WASHIN G T ONSTRUCTURAL E N G INEERPROFESSIONAL E N G INEERHAN A M. D'A C CI RETAINING WALL KEY MAP - RENTON NOT TO SCALE RAINER A V E S RAINE R A V E S S 7TH STSHATTUC K A V E S LAKE AVE SLAKE AVE S S GRADY WAYS GRADY WAY TALBOT RD S TALBOT RD S I-4 0 5 S B O F F R A M P I-4 0 5 N B O N R A M P BENSON DR S BENSON DR S S 21ST STTAL B O T R D S SMITHERS AVE S S 4TH PL TAL B O T R D SS 15TH STS 23RD STRENTON SEGMENT RETAINING WALL KEY MAP 1 OF 3 1R0.01 289 H. D'ACCI C. WILCOX X. WU   WALL R07R CIP CONC WALL KC METRO TYPE COMBINED SEE SHEET 1R1.07 R-4214289 C:\pw_workdir\den003\jeg_callahgl\d0601389\1 R1.00.dwg | Layout: 1R0.02PLOTTED: Nov 08, 2021-01:21:39pm By CallahGLXREFS: KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-RET-WALL-ELEVATION_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 57217STATE O F WASHIN G T ONSTRUCTURAL E N G INEERPROFESSIONAL E N G INEERHAN A M. D'A C CI RETAINING WALL KEY MAP - RENTON (CON'T) NOT TO SCALE S 26TH S T TALBOT RD S S 27TH PL TALBOT RD SS 32ND STS 36TH STS 37TH STS 37TH STS 38TH CTS 177TH STTALB O T R D S S C A R R R D 98TH AV E S SMITHERS AVE SSE CARR RDTALBOT CREST DR S RENTON SEGMENT RETAINING WALL KEY MAP 2 OF 3 1R0.02 290 H. D'ACCI C. WILCOX X. WU   WALL R02R CIP CONC WALL KC METRO TYPE COUNTERFORT SEE SHEET 1R1.02 WALL R01L CIP CONC WALL KC METRO TYPE COMBINED SEE SHEET 1R1.01 WALL R04R CIP CONC WALL KC METRO TYPE COMBINED OVER 2'-0" HIGH SEE SHEET 1R1.04 WALL R03L CIP CONC WALL KC METRO TYPE COMBINED SEE SHEET 1R1.03 R-4214290 C:\pw_workdir\den003\jeg_callahgl\d0601389\1 R1.00.dwg | Layout: 1R0.03PLOTTED: Nov 08, 2021-01:22:38pm By CallahGLXREFS: KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-RET-WALL-ELEVATION_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 57217STATE O F WASHIN G T ONSTRUCTURAL E N G INEERPROFESSIONAL E N G INEERHAN A M. D'A C CI MILL AVE SSE CARR RD 106TH P L S E SE PETROVISTKY RD WELLS AVE S 105TH PL SE BENSON D R S 108TH AVE SE SE 180TH STSE 181ST STSE 182ND STSE 186TH STSE 187TH PLSE 190TH STSE 192ND STCITY OF KENT CITY OF RENTON RENTON SEGMENT RETAINING WALL KEY MAP 3 OF 3 1R0.03 291 H. D'ACCI C. WILCOX X. WU   RETAINING WALL KEY MAP - RENTON (CON'T) NOT TO SCALE WALL R05L CIP CONC WALL KC METRO TYPE COMBINED OVER 2'-0" HIGH SEE SHEET 1R1.05 WALL R06R CIP CONC WALL KC METRO TYPE COMBINED SEE SHEET 1R1.06 R-4214291 95 100 105 95 100 105 -0+10 0+00 0+20 0+40 TAL-21 56+27.18 ELEV 99.4TAL-21 56+27.18ELEV 100.6BEGIN WALL R01LTAL-21 56+41.17ELEV 100.8END WALL R01LBOTTOM OF WALL EXISTING GROUND AT BACK OF WALL TAL-21 56+41.17 ELEV 99.6 TOP OF WALL TOP OF SIDEWALKTAL-21 56+27.14ELEV 102.3TAL-21 56+41.14ELEV 102.0APAPTAL-21 56+41.14 ELEV 99.5 TAL-21 56+27.14 ELEV 99.4 S25°42'09"E 355.67' GENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.SEE RENTON SEGMENT ROW, SURVEY CONTROL AND ALIGNMENT PLANS FOR ROADWAY ALIGNMENT INFORMATION. LEGEND WALL UNDERDRAIN EXISTING GROUND PEDESTRIAN GUARDRAIL OR TRAFFIC BARRIER RETAINING WALL RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) PROPERTY LINE (EXISTING) TEMPORARY CONSTRUCTION EASEMENT UD C:\pw_workdir\den003\ext_cw057356\d0601389\1 R1.01.dwg | Layout: 1R1.01PLOTTED: Nov 15, 2021-12:02:04pm By CWILCOXXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-LEGEND.dwg; 18229-SV-BS_Renton.dwg; X-RDWY_RENTON.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-ROW_RENTON.dwg; X-STATION_RENTON.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; X-IL_RENTON.dwg; 18229-SV-ROW.dwg; X-RET-WALL-ELEVATION_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 57217STATE O F WASHIN G T ONSTRUCTURAL E N G INEERPROFESSIONAL E N G INEERHAN A M. D'A C CI 5'10' HORIZONTAL SCALE 0' 2.5'5' VERTICAL SCALE 0' WALL R01L - PLAN - CIP CONC WALL KC METRO TYPE COMBINED WALL R01L - DEVELOPED ELEVATION - CIP CONC WALL KC METRO TYPE COMBINED S TALBOT RD (TAL-21-LINE) WALL R01L LAYOUT LINE BEGIN WALL WALL R01L 0+00.00 = TAL-21 56+27.18 RT 24.82' RENTON SEGMENT RETAINING WALL PLAN AND ELEVATION WALL R01L 1R1.01 292 H. D'ACCI H. D'ACCI X. WU CALL 811 BEFORE YOU DIG A1R2.01AP WALL R01L 0+06.04 = TAL-21 56+27.14 RT 30.87'AP WALL R01L 0+20.03 = TAL-21 56+41.14 RT 30.94' END WALL WALL R01L 0+26.07 = TAL-21 56+41.17 RT 24.91' R-4214292 90 95 100 105 90 95 100 105 -0+10 0+00 0+20 0+40 0+60 0+80 TAL-21 56+85.02 ELEV 97.2TAL-21 56+85.02ELEV 100.0BEGIN WALL R02RBOTTOM OF WALL EXISTING GROUND AT FRONT OF WALLTAL-21 56+85.10ELEV 100.0APTAL-21 56+90.70ELEV 100.1APTAL-21 56+98.79ELEV 100.8APTAL-21 57+21.39ELEV 101.0APTAL-21 57+37.39ELEV 100.7APTAL-21 57+11.17ELEV 100.9APTAL-21 57+25.39ELEV 101.1TAL-21 57+31.39ELEV 100.7TOP OF WALL & TOP OF SIDEWALK TAL-21 57+37.25ELEV 101.1END WALL R02RTAL-21 57+37.25 ELEV 98.2 TAL-21 57+37.31 ELEV 96.2 TAL-21 57+29.40 ELEV 93.3TAL-21 56+91.78 ELEV 93.0 PEDESTRIAN GUARDRAIL TYPE 1 TAL-21 56+85.10 ELEV 95.5 TAL-21 56+90.70 ELEV 93.5 TAL-21 56+98.79 ELEV 93.1 TAL-21 57+11.17 ELEV 93.2 TAL-21 57+21.39 ELEV 93.2 TAL-21 57+37.39 ELEV 95.1 57+00 GENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.SEE RENTON SEGMENT ROW, SURVEY CONTROL AND ALIGNMENT PLANS FOR ROADWAY ALIGNMENT INFORMATION. LEGEND WALL UNDERDRAIN EXISTING GROUND PEDESTRIAN GUARDRAIL OR TRAFFIC BARRIER RETAINING WALL RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) PROPERTY LINE (EXISTING) TEMPORARY CONSTRUCTION EASEMENT INDICATES DESIGN WALL HEIGHT "H" FOR SELECTING UD C:\pw_workdir\den003\ext_cw057356\d0601389\1 R1.01.dwg | Layout: 1R1.02PLOTTED: Nov 15, 2021-12:02:58pm By CWILCOXXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-LEGEND.dwg; 18229-SV-BS_Renton.dwg; X-RDWY_RENTON.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-ROW_RENTON.dwg; X-STATION_RENTON.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; X-IL_RENTON.dwg; 18229-SV-ROW.dwg; X-RET-WALL-ELEVATION_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 57217STATE O F WASHIN G T ONSTRUCTURAL E N G INEERPROFESSIONAL E N G INEERHAN A M. D'A C CI WALL R02R - PLAN - CIP CONC WALL KC METRO TYPE COUNTERFORT WALL R02R - DEVELOPED ELEVATION - CIP CONC WALL KC METRO TYPE COUNTERFORT 5'10' HORIZONTAL SCALE 0' 2.5'5' VERTICAL SCALE 0' S TALBOT RD (TAL-21-LINE) WALL R02R LAYOUT LINE BEGIN WALL WALL R02R 0+00.00 = TAL-21 56+85.02 RT 16.72' TCE RENTON SEGMENT RETAINING WALL PLAN AND ELEVATION WALL R02R 1R1.02 293 H. D'ACCI H. D'ACCI X. WU CALL 811 BEFORE YOU DIG B1R2.01AP WALL R02R 0+04.87 = TAL-21 56+85.10 RT 21.59' AP WALL R02R 0+10.48 = TAL-21 56+90.70 RT 21.50' AP WALL R02R 0+20.20 = TAL-21 56+98.79 RT 26.89' AP WALL R02R 0+32.57 = TAL-21 57+11.17 RT 26.71' AP WALL R02R 0+43.02 = TAL-21 57+21.39 RT 24.56' AP WALL R02R 0+59.02 = TAL-21 57+37.39 RT 24.32' END WALL WALL R02R 0+67.72 = TAL-21 57+37.26 RT 15.62' EXISTING ROW R-4214293 105 110 115 105 110 115 -0+10 0+00 0+20 0+40 0+60 0+80 TAL-21 88+12.28 ELEV 107.6TAL-21 88+12.28ELEV 105.85BEGIN WALL R03LTAL-21 88+75.28ELEV 109.4END WALL R03LBOTTOM OF WALL EXISTING GROUND AT BACK OF WALL TAL-21 88+75.28 ELEV 108.1 TOP OF WALL TOP OF SIDEWALKTAL-21 88+12.28ELEV 110.8APTAL-21 88+75.28ELEV 110.6APTAL-21 88+17.08ELEV 111.0TAL-21 88+53.24ELEV 111.0TAL-21 88+75.28 ELEV 108.2 TAL-21 88+12.28 ELEV 107.7 88+00 S21°30'33"W 617.72'SDGENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.SEE RENTON SEGMENT ROW, SURVEY CONTROL AND ALIGNMENT PLANS FOR ROADWAY ALIGNMENT INFORMATION. LEGEND WALL UNDERDRAIN EXISTING GROUND PEDESTRIAN GUARDRAIL OR TRAFFIC BARRIER RETAINING WALL RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) PROPERTY LINE (EXISTING) TEMPORARY CONSTRUCTION EASEMENT UD C:\pw_workdir\den003\ext_cw057356\d0601389\1 R1.01.dwg | Layout: 1R1.03PLOTTED: Nov 15, 2021-12:03:54pm By CWILCOXXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-LEGEND.dwg; 18229-SV-BS_Renton.dwg; X-RDWY_RENTON.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-ROW_RENTON.dwg; X-STATION_RENTON.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; X-IL_RENTON.dwg; 18229-SV-ROW.dwg; X-RET-WALL-ELEVATION_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 57217STATE O F WASHIN G T ONSTRUCTURAL E N G INEERPROFESSIONAL E N G INEERHAN A M. D'A C CI WALL R03L - PLAN - CIP CONC WALL KC METRO TYPE COMBINED WALL R03L - DEVELOPED ELEVATION - CIP CONC WALL KC METRO TYPE COMBINED 5'10' HORIZONTAL SCALE 0' 2.5'5' VERTICAL SCALE 0' S TALBOT RD (TAL-21-LINE) WALL R03L LAYOUT LINE BEGIN WALL WALL R03L 0+00.00 = TAL-21 88+12.28 LT 27.42' RENTON SEGMENT RETAINING WALL PLAN AND ELEVATION WALL R03L 1R1.03 294 H. D'ACCI H. D'ACCI X. WU CALL 811 BEFORE YOU DIG C1R2.01AP WALL R03L 0+06.00 = TAL-21 88+12.28 LT 33.42' END WALL WALL R03L 0+75.00 = TAL-21 88+75.28 LT 27.42' AP WALL R03L 0+69.00 = TAL-21 88+75.28 LT 33.42' TCE PROPOSED ROW R-4214294 100 105 110 115 100 105 110 115 -0+10 0+00 0+20 0+40 0+60 0+80 0+90 TAL-21 88+27.24 ELEV 106.5TAL-21 88+27.24ELEV 108.5BEGIN WALL R04RTAL-21 88+96.24ELEV 109.3END WALL R04RTAL-21 88+96.24 ELEV 107.0TAL-21 88+27.24ELEV 108.6APTAL-21 88+40.24ELEV 108.9TAL-21 88+96.25ELEV 109.3APTAL-21 88+34.25ELEV 108.7TAL-21 88+91.67 ELEV 104.4TAL-21 88+33.69 ELEV 103.4 TAL-21 88+27.24 ELEV 105.0 TAL-21 88+96.25 ELEV 105.5 BOTTOM OF WALL EXISTING GROUND AT FRONT OF WALL TOP OF WALL & TOP OF SIDEWALK PEDESTRIAN GUARDRAIL TYPE 1 89+00S21°30'33"W 617.72'SDGENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.SEE RENTON SEGMENT ROW, SURVEY CONTROL AND ALIGNMENT PLANS FOR ROADWAY ALIGNMENT INFORMATION. LEGEND WALL UNDERDRAIN EXISTING GROUND PEDESTRIAN GUARDRAIL OR TRAFFIC BARRIER RETAINING WALL RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) PROPERTY LINE (EXISTING) TEMPORARY CONSTRUCTION EASEMENT INDICATES DESIGN WALL HEIGHT "H" FOR SELECTING UD C:\pw_workdir\den003\ext_cw057356\d0601389\1 R1.01.dwg | Layout: 1R1.04PLOTTED: Nov 15, 2021-12:04:48pm By CWILCOXXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-LEGEND.dwg; 18229-SV-BS_Renton.dwg; X-RDWY_RENTON.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-ROW_RENTON.dwg; X-STATION_RENTON.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; X-IL_RENTON.dwg; 18229-SV-ROW.dwg; X-RET-WALL-ELEVATION_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 57217STATE O F WASHIN G T ONSTRUCTURAL E N G INEERPROFESSIONAL E N G INEERHAN A M. D'A C CI WALL R04R - PLAN - CIP WALL KC METRO TYPE COMBINED OVER 2'-0" HIGH WALL R04R - DEVELOPED ELEVATION - CIP CONC WALL KC METRO TYPE COMBINED OVER 2'-0" HIGH 5'10' HORIZONTAL SCALE 0' 2.5'5' VERTICAL SCALE 0' S TALBOT RD (TAL-21-LINE) WALL R04R LAYOUT LINE BEGIN WALL WALL R04R 0+00.00 = TAL-21 88+27.24 RT 27.52' RENTON SEGMENT RETAINING WALL PLAN AND ELEVATION WALL R04R 1R1.04 295 H. D'ACCI H. D'ACCI X. WU CALL 811 BEFORE YOU DIG D1R2.01AP WALL R04R 0+06.11 = TAL-21 88+27.25 RT 33.63' AP WALL R04R 0+75.11 = TAL-21 88+96.25 RT 33.49' END WALL WALL R04R 0+81.06 = TAL-21 88+96.24 RT 27.54' EXISTING ROW R-4214295 250 255 260 250 255 260 -0+10 0+00 0+20 0+30 CAR 33+35.18 ELEV 251.4CAR 33+35.18ELEV 253.9BEGIN WALL R05LCAR 33+50.08ELEV 255.3END WALL R05LCAR 33+50.08 ELEV 253.3CAR 33+36.18ELEV 254.0CAR 33+49.08ELEV 255.3CAR 33+44.85 ELEV 250.0CAR 33+35.18ELEV 254.0APCAR 33+50.08ELEV 255.3APBOTTOM OF WALL EXISTING GROUND AT FRONT OF WALL TOP OF WALL & TOP OF SIDEWALK PEDESTRIAN GUARDRAIL TYPE 1 CAR 33+50.08 ELEV 251.7CAR 33+35.18 ELEV 251.0 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 WALL UNDERDRAIN EXISTING GROUND PEDESTRIAN GUARDRAIL OR TRAFFIC BARRIER RETAINING WALL RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) PROPERTY LINE (EXISTING) TEMPORARY CONSTRUCTION EASEMENT UD C:\pw_workdir\den003\ext_cw057356\d0601389\1 R1.01.dwg | Layout: 1R1.05PLOTTED: Nov 15, 2021-12:05:42pm By CWILCOXXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-LEGEND.dwg; 18229-SV-BS_Renton.dwg; X-RDWY_RENTON.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-ROW_RENTON.dwg; X-STATION_RENTON.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; X-IL_RENTON.dwg; 18229-SV-ROW.dwg; X-RET-WALL-ELEVATION_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 57217STATE O F WASHIN G T ONSTRUCTURAL E N G INEERPROFESSIONAL E N G INEERHAN A M. D'A C CI WALL R05L - PLAN - CIP CONC WALL KC METRO TYPE COMBINED OVER 2'-0" HIGH WALL R05L - DEVELOPED ELEVATION - CIP CONC WALL KC METRO TYPE COMBINED OVER 2'-0" HIGH 5'10' HORIZONTAL SCALE 0' 2.5'5' VERTICAL SCALE 0' S CARR RD (CAR-LINE) WALL R05L LAYOUT LINE BEGIN WALL WALL R05L 0+00.00 = CAR 33+35.25 LT 29.04' RENTON SEGMENT RETAINING WALL PLAN AND ELEVATION WALL R05L 1R1.05 296 H. D'ACCI H. D'ACCI X. WU CALL 811 BEFORE YOU DIG D1R2.01AP WALL R05L 0+04.67 = CAR 33+35.18 LT 33.71' END WALL WALL R05L 0+23.36 = CAR 33+50.01 LT 29.02' AP WALL R05L 0+18.69 = CAR 33+50.08 LT 33.69' R-4214296 460 465 470 460 465 470 -0+10 0+00 0+20 0+40 0+60 0+70 108TH 31+14.85 ELEV 463.6108TH 31+14.85ELEV 465.7BEGIN WALL R06R108TH 31+70.44ELEV 468.1PT / END WALL R06RBOTTOM OF WALL EXISTING GROUND AT BACK OF WALL 108TH 31+70.44 ELEV 465.7 TOP OF WALL TOP OF SIDEWALK & SHELTER FOOTING108TH 31+14.85ELEV 456.7108TH 31+56.70ELEV 468.0APPC108TH 31+61.05 ELEV 465.1 108TH 31+15.95 ELEV 463.7108TH 31+21.00ELEV 467.8SDGENERAL NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2.SEE RENTON SEGMENT ROW, SURVEY CONTROL AND ALIGNMENT PLANS FOR ROADWAY ALIGNMENT INFORMATION. LEGEND WALL UNDERDRAIN EXISTING GROUND PEDESTRIAN GUARDRAIL OR TRAFFIC BARRIER RETAINING WALL RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) PROPERTY LINE (EXISTING) TEMPORARY CONSTRUCTION EASEMENT UD C:\pw_workdir\den003\ext_cw057356\d0601389\1 R1.01.dwg | Layout: 1R1.06PLOTTED: Nov 15, 2021-12:06:47pm By CWILCOXXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-LEGEND.dwg; 18229-SV-BS_Renton.dwg; X-RDWY_RENTON.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-ROW_RENTON.dwg; X-STATION_RENTON.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; X-IL_RENTON.dwg; 18229-SV-ROW.dwg; X-RET-WALL-ELEVATION_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 57217STATE O F WASHIN G T ONSTRUCTURAL E N G INEERPROFESSIONAL E N G INEERHAN A M. D'A C CI WALL R06R - PLAN - CIP CONC WALL KC METRO TYPE COMBINED WALL R06R - DEVELOPED ELEVATION - CIP CONC WALL KC METRO TYPE COMBINED 5'10' HORIZONTAL SCALE 0' 2.5'5' VERTICAL SCALE 0' 108TH AVE SE (108TH-LINE) WALL R06R LAYOUT LINE BEGIN WALL WALL R06R 0+00.00 = 108TH 31+14.85 RT 35.04' TCE RENTON SEGMENT RETAINING WALL PLAN AND ELEVATION WALL R06R 1R1.06 297 H. D'ACCI H. D'ACCI X. WU CALL 811 BEFORE YOU DIG A1R2.01EXISTING ROW AP WALL R06R 0+06.00 = 108TH 31+14.85 RT 41.04' PC WALL R06R 0+47.85 = 108TH 31+56.70 RT 41.04'PT / END WALL WALL R06R 0+62.00 = 108TH 31+70.44 RT 43.94' R34.00'PROPOSED ROW R-4214297 25 30 35 40 25 30 35 40 -0+10 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 TAL-21 56+27.18 ELEV 29.0 GRA 22+77.93ELEV 33.4BEGIN WALL R07RTAL-B 11+71.24ELEV 33.5END WALL R01LBOTTOM OF WALL EXISTING GROUND AT BACK OF WALL TAL-B 11+71.24 ELEV 30.2 TOP OF WALL TOP OF SIDEWALK & SHELTER FOOTING GRA 24+24.40 TAL-B 10+76.20 ELEV 28.5 GRA 24+37.02TAL-B 10+85.98ELEV 35.4GRA 22+96.18ELEV 33.6APGRA 23+69.52ELEV 34.5APGRA 23+79.36TAL-B 10+61.94ELEV 34.6PCGRA 24+66.46TAL-B 11+52.73ELEV 34.9PTGRA 22+96.18 ELEV 29.0 GRA 23+69.52 ELEV 29.0 GRA 23+79.36 TAL-B 10+61.94 ELEV 29.0 GRA 24+66.46 TAL-B 11+52.73 ELEV 29.0TAL-B 11+58.35ELEV 34.923+0 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 WALL UNDERDRAIN EXISTING GROUND PEDESTRIAN GUARDRAIL OR TRAFFIC BARRIER RETAINING WALL RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) PROPERTY LINE (EXISTING) TEMPORARY CONSTRUCTION EASEMENT UD C:\pw_workdir\den003\ext_cw057356\d0601389\1 R1.01.dwg | Layout: 1R1.07PLOTTED: Nov 15, 2021-12:07:44pm By CWILCOXXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-LEGEND.dwg; 18229-SV-BS_Renton.dwg; X-RDWY_RENTON.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-ROW_RENTON.dwg; X-STATION_RENTON.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; X-IL_RENTON.dwg; 18229-SV-ROW.dwg; X-RET-WALL-ELEVATION_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 57217STATE O F WASHIN G T ONSTRUCTURAL E N G INEERPROFESSIONAL E N G INEERHAN A M. D'A C CI WALL R07R - PLAN-CIP CONC WALL KC METRO TYPE COMBINED WALL R07R - DEVELOPED ELEVATION-CIP CONC WALL KC METRO TYPE COMBINED 10'20' HORIZONTAL SCALE 0' 5'10' VERTICAL SCALE 0' S GR A D Y W A Y (GRA-LI N E) TCE RENTON SEGMENT RETAINING WALL PLAN AND ELEVATION WALL R07R 1R1.07 298 H. D'ACCI H. D'ACCI X. WU CALL 811 BEFORE YOU DIG A1R2.01S TA LBOT RD PROPOSED ROW BEGIN WALL WALL R07R 0+00.00 = GRA 22+77.93, RT 55.49' AP WALL R07R 0+19.65 = GRA 22+96.18, RT 62.00 AP WALL R07R 0+94.17 = GRA 23+69.52, RT 62.00' AP / PC WALL R07R 1+04.62 = GRA 23+79.36, RT 65.00' R90.50' WALL R07LR LAYOUT LINE PT / ANGLE POINT WALL R07R 2+43.68 = GRA 24+66.46, RT 153.29 END WALL WALL R07R 2+63.53 = GRA 24+73.59 RT 171.70 RT C1R2.01R-4214298 TO WALL 3" ABOVE FIN GRADE 3/4" CHAMFER FOR ALL EXPOSED EDGES 2% RESTORE SURFACE TO ORIG OR BETTER CONDITION UNDISTURBED SOIL OR COMPACTED NATIVE SOIL OR STRUCT FILL IF NEEDED 4" - 6" QUARRY SPALLS 1" MINUS WASHED ROCK 4" SCHED 40 PERFORATED PVC PIPE FOR WALLS HIGHER THAN 3'-0" FILTER FABRIC & DRAIN PIPE FOR WALLS HIGHER THAN 3'-0"6"MIN(2) #5 UNDISTURBED SOIL (5) #5 #4 @ 12" W/ 3" COVER 6"2'-6"1'-3"4'-0" MAX6"TYP1'-6"VARIES 1'-0"6" #4 @ 12" EW W/ 2" COVER, SEE 4/D106 FOR REBARS AT ALL CORNERS REINF BARS CONT BTWN WALL OR CURB & FTG OR SIDEWALK, DOWELLING WALL OR CURB TO FTG SHALL NOT BE ACCEPTABLE SEE NOTE SIDEWALK OR SIDEWALK EXTENSION PER CITY STD DETAIL BEYOND THE THICKENED EDGE SHOWN WALL LAYOUT LINE WALL HEIGHT, H,VARIES, SEE ELEVATION .2'-0"2% PEDESTRIAN GUARDRAIL TYPE 1 & SHELTER LEGSEE SITE PLAN FOR LOCATION OF CONDUIT 2"x4" KEY SIDEWALL EXISTING GRADE STRUCTURAL FILL #4 REBAR @ 12" OC EW (TYP TO SIDEWALLS) ALTERNATE BARS #4 REBAR @ 12" OC EW (TYP TO SIDEWALLS ALTERNATE BARS 2'-0" MIN / 4'-0" MAX2'-0"9"8"9" 2'-2" MIN 6"(2) #4 REBAR OVERLAPPING LENGTH 2'-0" EXISTING GROUND (VARIES) FILTER FABRIC 4" Ø PERFORATED PIPE, SEE PLANS FOR DAYLIGHTING REQUIREMENTS 1" MINUS WASHED ROCK WALL LAYOUT LINE TOP OF WALL = BK OF SIDEWALK WALL HEIGHT, H,VARIES, SEE ELEVATIONHANDRAIL & SHELTER LEG SEE SITE PLAN FOR LOCATION OF CONDUIT 2%2'-0"REBAR OVERLAPPING LENGTH 2'-0" ALIGNED W/ VERT REINF 2X4 KEY 8" THICK CONC RETAINING WALL (2) #5 CONT @ TOP OF WALL #5 @ 12" OC VERT #4 @ 8" OC HORIZ #4 @ 12" OC DOWELS (2) #5 2X4 KEY #5 @ 10" OC (6) #5 4" Ø PERFORATED PIPE, SEE PLANS FOR DAYLIGHTING REQUIREMENTS FILTER FABRIC 1" MINUS WASHED ROCK STRUCTURAL FILL 4" TO 6" QUARRY SPALLS 1'-0"1'-6"4'-3"1'-3"2'-6"4'-4" MAX4" TO BAR CL 3"CLR#4 2'-6"2'-6"@ 12" OC WALL LAYOUT LINE WALL HEIGHT, H,VARIES, SEE ELEVATIONTO WALL 3" ABOVE FIN GRADE 3/4" CHAMFER FOR ALL EXPOSED EDGES 2% RESTORE SURFACE TO ORIG OR BETTER CONDITION UNDISTURBED SOIL OR COMPACTED NATIVE SOIL OR STRUCT FILL IF NEEDED 4" - 6" QUARRY SPALLS 1" MINUS WASHED ROCK 4" SCHED 40 PERFORATED PVC PIPE FOR WALLS HIGHER THAN 3'-0" FILTER FABRIC & DRAIN PIPE FOR WALLS HIGHER THAN 3'-0"6"MIN(2) #5 UNDISTURBED SOIL (5) #5 #4 @ 12" W/ 3" COVER 1'-0 3/4"1'-3"4'-0" MAX2'-0"1'-0"6" #4 @ 12" EW W/ 2" COVER, SEE 4/D106 FOR REBARS AT ALL CORNERS REINF BARS CONT BTWN WALL OR CURB & FTG OR SIDEWALK, DOWELLING WALL OR CURB TO FTG SHALL NOT BE ACCEPTABLE SEE NOTE SEE SITE PLAN AND DWG D101 TO D103 FOR SHELTER FOOTING DETAILS. ELECTRICAL CONDUIT WALL LAYOUT LINE WALL HEIGHT, H,VARIES, SEE ELEVATIONC:\pw_workdir\den003\jeg_callahgl\d0601389\1 R2.01.dwg | Layout: 1R2.01PLOTTED: Nov 10, 2021-08:09:37pm By CallahGLXREFS: KCMTD-BORDER_2020.dwg; X-LEGEND.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 57217STATE O F WASHIN G T ONSTRUCTURAL E N G INEERPROFESSIONAL E N G INEERHAN A M. D'A C CI RENTON SEGMENT RETAINING WALL DETAILS 1R2.01 H. D'ACCI D. ARRANTS X. WU   SCALE: CIP CONC WALL COMBINED RETAINING WALL - SIDEWALK SECTION NTS A 1R1.01,1R1.06,1R1.07 SCALE: CIP CONC WALL COUNTERFORT WALL WITH INTEGRATED SHELTER FOOTING SECTION NTS B 1R1.02 SCALE: CIP CONC WALL COMBINED RETAININ WALL - 2'-0" SHELTER FOOTING SECTION NTS C 1R1.03, 1R1.07 SCALE: CIP CONC WALL COMBINED OVER 2'-0" HIGH FILL WALL - FOOTING/FOUNDATION SECTION NTS D 1R1.04,1R1.05 NOTE: IF WALL/FTG NOT CONSTRUCTED MONOLITHICALLY, ROUGHEN TOP SURFACE OF SLAB UNDER WALL. CLEAN AND COAT WITH CONC EPOXY BONDING COMPOUND OR PRODUCE A 1" D X 4" W CONTINUOUS KEYWAY. 299 R-4214299 SIDEWALK OR SIDEWALK EXTENSION PER CITY STD DETAIL BEYOND THICKENED EDGE SHOWN UNDISTURBED SOIL 3/4" CHAMFER FOR ALL EXPOSED EDGES 6"6"6"MIN6"1'-3" MIN 1'-0" MIN IF WALL OR CURB IS NOT CONSTRUCTED MONOLITHICALLY, CONSTRUCT FTG OR SIDEWALK SLAB W/ REINF BARS FOR WALL OR CURB IN PLACE, ROUGHEN FTG OR SIDEWALK SURFACE & CLEAN AND COAT W/ CONC EPOXY PRIOR TO PLACING WALL OR CURB, DOWELLING WALL OR CURB TO FTG OR SIDEWALK SHALL NOT BE ACCEPTABLE 3/4" CHAMFER FOR ALL EXPOSED EDGES 6"SEE SITE PLANFOR SHELTERFTG DETAILS1'-0 3/4" ELEC CONDUIT 2% IF WALL OR CURB IS NOT CONSTRUCTED MONOLITHICALLY, CONSTRUCT FTG OR SIDEWALK SLAB W/ REINF BARS FOR WALL OR CURB IN PLACE, ROUGHEN FTG OR SIDEWALK SURFACE & CLEAN AND COAT W/ CONC EPOXY PRIOR TO PLACING WALL OR CURB, DOWELLING WALL OR CURB TO FTG OR SIDEWALK SHALL NOT BE ACCEPTABLE UNDISTURBED SOIL REINF BARS ARE CONT BTWN WALL OR CURB & FTG OR SIDEWALK, DOWELLING WALL OR CURB TO THE FTG SHALL NOT BE ACCEPTABLE 2'-0"STRUCTURAL FILL SEE SITE PLAN FOR FOOTING DETAILS UNDISTURBED SOIL2'-0" USE THICKENED EDGE FOR FOOTING DEPTH OF 2'-0" OR LESS JOINT AND ISOLATE EDGES FROM PAVEMENT, SIDEWALKS, OR OTHER STRUCTURES SIDEWALK C:\pw_workdir\den003\jeg_callahgl\d0601389\1 R2.01.dwg | Layout: 1R2.02PLOTTED: Nov 10, 2021-07:53:28pm By CallahGLXREFS: KCMTD-BORDER_2020.dwg; X-LEGEND.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 57217STATE O F WASHIN G T ONSTRUCTURAL E N G INEERPROFESSIONAL E N G INEERHAN A M. D'A C CI NTS FOOTING WITH THICKENED EDGE A - NTS COMBINED 6" CURB & SIDEWALK C -NTS COMBINED 6" CURB & FOOTING B - RENTON SEGMENT RETAINING WALL DETAILS   1R2.02 H. D'ACCI D. ARRANTS X. WU  300 R-4214300 2'-6"6'-0"3'-0"6'-0"8 - #7 BARS, EVENLY SPACED #4 HOOPS @ 12"3" CLR2-1/2" CLR 3" CLR3'-6"4'-5 1/2"C:\pw_workdir\den003\jeg_callahgl\d0601389\1 R2.01.dwg | Layout: 1R2.03PLOTTED: Nov 10, 2021-07:51:21pm By CallahGLXREFS: KCMTD-BORDER_2020.dwg; X-LEGEND.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 57217STATE O F WASHIN G T ONSTRUCTURAL E N G INEERPROFESSIONAL E N G INEERHAN A M. D'A C CI RENTON SEGMENT LIGHT POLE FOUNDATION DETAILS   1R2.03 H. D'ACCI H. D'ACCI X. WU   SCALE: FOUNDATION DETAILS - DECORATIVE PEDESTRIAN LUMINAIRE POLE NTS SCALE: FOUNDATION DETAILS - DECORATIVE LUMINAIRE POLE NTS SEE CITY OF RENTON STANDARD PLAN 117.1A FOR DETAILS NOT SHOWN.SEE CITY OF RENTON STANDARD PLAN 117.2 FOR DETAILS NOT SHOWN. 301 R-4214301 GENERAL SIGNING & STRIPING NOTES 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE MEASURED TO THE FACE OF CURB. 2.SEE SHEET 1C5.01 AND 1CD.01-1CD.02 FOR SIGNING AND STRIPING DETAILS. 3.SEE STATION PLANS FOR DETAILS AT METRO STATIONS. 4.SEE SIGNAL PLANS FOR SIGNING AT SIGNALIZED INTERSECTIONS AND CROSSINGS. 5.REFER TO CITY OF RENTON STD PLAN 109 FOR ADDITIONAL GENERAL PAVEMENT MARKING NOTES. 6.EXISTING SIGNS WITHIN THE PROJECT LIMITS NOT NOTED FOR REMOVAL SHALL BE PROTECTED IN PLACE UNLESS OTHERWISE APPROVED BY THE PROJECT REPRESENTATIVE. 7.NEW AND RELOCATED SIGN LOCATIONS TO BE VERIFIED IN THE FIELD BY PROJECT REPRESENTATIVE PRIOR TO INSTALLATION. STATIONS ARE APPROXIMATE TO THE CENTER OF POLE. 8.PROPOSED SIGNAGE AND CORRESPONDING DETAILS FOR SIGNS MOUNTED ON TRAFFIC SIGNAL POLES AND MAST ARMS WILL BE INCLUDED AS PART OF THE 90% SUBMITTAL IN THE SIGNAL PLANS. 9.PROPOSED SIGNS TO BE INSTALLED PER CITY OF RENTON STANDARD PLANS.C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C8.01.dwg | Layout: 1C8.00PLOTTED: Nov 05, 2021-03:50:03pm By KHANM1XREFS: X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-SN-CHANN_RENTON.dwg; X-PARCEL-INFO.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER RENTON SEGMENT SIGNING & STRIPING GENERAL NOTES 1C8.00 302 A. VILLAR C. WILCOX S. FORMAN   R-4214302 1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40-02 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02 PAINT CURB (COLOR AS NOTED) YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01. BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 INSTALL NEW SIGN (AS NOTED) RELOCATE SIGN REMOVE SIGN MODIFY SIGN WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M-40.10-03 1 2 SIGNING AND STRIPING NOTES GENERAL NOTES LEGEND EXISTING SIGN PROPOSED SIGN 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 P1-1, P1-2 E1-3, E1-4 P1-3, P1-4 569600-0065 569600-0120 569600-0080 569600-0055 569600-0030724330-0000 569600-0200 10+0011+0010+00 11+00 12+00 13+00 14+00 S 2ND STRENTON TRANSIT CENTER(2ND-LINE)LOGAN AVE S (LOG-LINE) 8 29 29 13 8 21 12 25 23 26 28 P1-5, P1-6, P1-7 26 26 E1-1 E1-2 2ND 10+79.17, 10.29' LT 2ND 10+32.82, 10.70' LT N = 178565.53, E = 1300290.64 N = 178564.14, E = 1300311.89 N = 178562.94, E = 1300375.64 11' 5'5' 1'C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C8.01.dwg | Layout: 1C8.01PLOTTED: Nov 16, 2021-01:13:58pm By KHANM1XREFS: X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-SN-CHANN_RENTON.dwg; X-PARCEL-INFO.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER RENTON SEGMENT SIGNING & STRIPING PLAN 2ND 11+00 TO LOG 14+50 1C8.01 303 A. VILLAR C. WILCOX S. FORMAN   20'40' SCALE: 1" = 20' 0' R-4214303 1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40-02 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02 PAINT CURB (COLOR AS NOTED) YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01. BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 INSTALL NEW SIGN (AS NOTED) RELOCATE SIGN REMOVE SIGN MODIFY SIGN WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M-40.10-03 1 2 SIGNING AND STRIPING NOTES GENERAL NOTES LEGEND EXISTING SIGN PROPOSED SIGN 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 569600-0030 784180-0025 172610-0000 784180-0005 000720-0060 784180-0015 000720-0060 11+0012+0013+0014+0015+0016+00 10+00 11+00S 2ND ST MORRIS AVE S(2ND-LINE)(MOR-LINE)21 23 20 21 25 26 1212 2525 20 11 11 121 2 P2-1 R511' 2ND 11+04.09, 10.07' LT2ND 12+41.83, 22.75' LT 2ND 12+57.63, 25.42' LT 2ND 13+00.88, 32.93' LT 2ND 13+20.24, 35.02' LT 2ND 13+57.29, 36.94' LT 2ND 13+74.19, 38.99' LT 2ND 14+29.06, 36.63' LT MOR 10+71.49, 1.97' LT MOR 10+96.40, 2.03' LT MOR 10+54.62, 17.56' LT 2ND 13+66.50, 47.78' LT22'5'5'10'1'5'5'5'11' 11' 12'12.5'±5'5'12.5'±2.5'2.5'2'2'5'5'18'5'1'P2-2, P2-3 26 C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C8.01.dwg | Layout: 1C8.02PLOTTED: Nov 16, 2021-01:16:12pm By KHANM1XREFS: X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-SN-CHANN_RENTON.dwg; X-PARCEL-INFO.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER RENTON SEGMENT SIGNING & STRIPING PLAN 2ND 16+00 TO 2ND 11+00 1C8.02 304 A. VILLAR C. WILCOX S. FORMAN   20'40' SCALE: 1" = 20' 0' R-4214304 1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40-02 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02 PAINT CURB (COLOR AS NOTED) YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01. BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 INSTALL NEW SIGN (AS NOTED) RELOCATE SIGN REMOVE SIGN MODIFY SIGN WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M-40.10-03 1 2 SIGNING AND STRIPING NOTES GENERAL NOTES LEGEND EXISTING SIGN PROPOSED SIGN 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 784180-0085 16+0017+0018+0019+0020+00 21+00 S 2ND ST SHATTUCKAVE SWHITWORTHAVE S(2ND-LINE) 27 1 1 12 12 1212 12 11 25 25 22 2020 24 24 26 26 26E3-1, E3-2 P3-5, P3-6 P3-1, P3-2 P3-3, P3-4 P3-7, P3-8 2ND 16+76.08, 36.62' LT 2ND 17+45.60, 36.15' LT 2ND 17+30.37, 53.63' LT 2ND 17+22.34, 64.52' LT 2ND 17+10.39, 73.52' LT 2ND 16+98.62, 64.18' LT 2ND 16+89.89, 53.06' LT 2ND 17+10.42, 104.48' LT 2ND 19+84.33, 37.47' LT 2ND 19+94.49, 49.98' LT 2ND 20+00.07, 43.27' LT 2ND 20+38.18, 57.52' LT 2ND 20+33.09, 68.10' LT 2ND 20+25.64, 79.88' LT 2ND 20+17.39, 97.06' LT 2ND 19+95.98, 54.52' LT 2ND 20+03.57, 65.93' LT 2ND 20+08.52, 92.61' LT 2ND 20+18.48, 72.09' LT 2ND 16+96.29, 67.67' LT 22'18' 11' 15'5'5'5'5'5'5'5'5'12.5'±2.5'2.5'2.5'22'18'2.5'11'12.5'±16'12.5'±12.5'±2ND 19+94.92, 38.41' LT 2ND 20+30.61, 54.79' LT C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C8.01.dwg | Layout: 1C8.03PLOTTED: Nov 16, 2021-01:18:21pm By KHANM1XREFS: X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-SN-CHANN_RENTON.dwg; X-PARCEL-INFO.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER RENTON SEGMENT SIGNING & STRIPING PLAN 2ND 21+00 TO 2ND 16+00 1C8.03 305 A. VILLAR C. WILCOX S. FORMAN   20'40' SCALE: 1" = 20' 0' R-4214305 722950-0072 0007200188 000720-0060 21+00 22+00 23+0024+0025+0026+00 S 2ND ST (2ND-LINE)LAKE AVE S17 29 E3A-1 2ND 20+38.18, 57.52' LT 2ND 20+33.09, 68.10' LT 2ND 20+25.64, 79.88' LT 2ND 20+17.39, 97.06' LT 2ND 23+84.72, 17.47' RT 2ND 23+29.81, 17.52' RT 2ND 20+30.61, 54.79' LT 1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40-02 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02 PAINT CURB (COLOR AS NOTED) YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01. BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 INSTALL NEW SIGN (AS NOTED) RELOCATE SIGN REMOVE SIGN MODIFY SIGN WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M-40.10-03 1 2 SIGNING AND STRIPING NOTES GENERAL NOTES LEGEND EXISTING SIGN PROPOSED SIGN 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C8.01.dwg | Layout: 1C8.03APLOTTED: Nov 16, 2021-01:20:27pm By KHANM1XREFS: X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-SN-CHANN_RENTON.dwg; X-PARCEL-INFO.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER RENTON SEGMENT SIGNING & STRIPING PLAN 2ND 26+00 TO 2ND 21+00 1C8.03A 306 A. VILLAR C. WILCOX S. FORMAN   20'40' SCALE: 1" = 20' 0' R-4214306 1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40-02 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02 PAINT CURB (COLOR AS NOTED) YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01. BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 INSTALL NEW SIGN (AS NOTED) RELOCATE SIGN REMOVE SIGN MODIFY SIGN WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M-40.10-03 1 2 SIGNING AND STRIPING NOTES GENERAL NOTES LEGEND EXISTING SIGN PROPOSED SIGN 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33784180-0195 783980-0016 783980-0035 784180-0185 784180-0183 784080-0005 784180-016513+0014+0015+0012+00 13+00 14+00 15+00 15+56 S 3RD STMORRIS AVE S (MOR-LINE)(3RD-LINE)26 26 28 26 17 17 17 2 1 12 P4-1 P4-2 E4-3 P4-3 P4-4 MOR 12+15.97, 20.02' RT MOR 13+45.97, 20.02' RT MOR 14+85.27, 20.03' RT MOR 14+93.37, 1.97' LT MOR 15+19.04, 1.97' LT MOR 11+50.97, 20.11' RT MOR 12+80.97, 20.09' RT MOR 14+20.26, 20.00' RT 26 28 28E4-2 P4-6 E4-1 P4-5 2626 21'21 LF C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C8.01.dwg | Layout: 1C8.04PLOTTED: Nov 16, 2021-01:22:37pm By KHANM1XREFS: X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-SN-CHANN_RENTON.dwg; X-PARCEL-INFO.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER RENTON SEGMENT SIGNING & STRIPING PLAN MOR 11+30 TO MOR 15+56 1C8.04 307 A. VILLAR C. WILCOX S. FORMAN   20'40' SCALE: 1" = 20' 0' R-4214307 784080-0010 784080-0020 784080-0030 784080-0035 784180-0140 784180-0155 784130-0005 784130-0015 784130-0020 000720-0157 784180-0115 784180-0125 15+0016+0017+0018+0019+0020+00 S 3RD ST WHITWORTH AVE S(3RD-LINE) 29E4A-1 1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40-02 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02 PAINT CURB (COLOR AS NOTED) YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01. BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 INSTALL NEW SIGN (AS NOTED) RELOCATE SIGN REMOVE SIGN MODIFY SIGN WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M-40.10-03 1 2 SIGNING AND STRIPING NOTES GENERAL NOTES LEGEND EXISTING SIGN PROPOSED SIGN 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C8.01.dwg | Layout: 1C8.04APLOTTED: Nov 16, 2021-01:24:52pm By KHANM1XREFS: X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-SN-CHANN_RENTON.dwg; X-PARCEL-INFO.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER RENTON SEGMENT SIGNING & STRIPING PLAN 3RD 20+00 TO 3RD 15+00 1C8.04A 308 A. VILLAR C. WILCOX S. FORMAN   20'40' SCALE: 1" = 20' 0' R-4214308 000720-0165 000720-0124 000720-0199 000720-0101 182305-9063 15+0016+0017+0025+0026+0027+0028+0029+0029+66 S 3RD ST (3RD-LINE) 17 29 RAIN IER AVE S (RA I -L INE ) E4B-1 3RD 26+47.67, 21.89' LT 3RD 25+92.67, 22.34' LT 1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40-02 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02 PAINT CURB (COLOR AS NOTED) YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01. BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 INSTALL NEW SIGN (AS NOTED) RELOCATE SIGN REMOVE SIGN MODIFY SIGN WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M-40.10-03 1 2 SIGNING AND STRIPING NOTES GENERAL NOTES LEGEND EXISTING SIGN PROPOSED SIGN 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C8.01.dwg | Layout: 1C8.04BPLOTTED: Nov 16, 2021-01:27:09pm By KHANM1XREFS: X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-SN-CHANN_RENTON.dwg; X-PARCEL-INFO.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER RENTON SEGMENT SIGNING & STRIPING PLAN 3RD 29+66 TO 3RD 25+00 1C8.04B 309 A. VILLAR C. WILCOX S. FORMAN   20'40' SCALE: 1" = 20' 0' R-4214309 182305-9118 182305-9189 182305-9169 000720-0209 22+00 23+00 24+00 25+00 26+00 27+00RAINIER AVE S (RAI-LINE) 17 17 29 29 E4C-1 E4C-2 RAI 23+67.88, 37.30' RT RAI 25+83.95, 47.47' LT RAI 23+12.88, 37.64' RT RAI 26+38.88, 45.08' LT 1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40-02 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02 PAINT CURB (COLOR AS NOTED) YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01. BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 INSTALL NEW SIGN (AS NOTED) RELOCATE SIGN REMOVE SIGN MODIFY SIGN WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M-40.10-03 1 2 SIGNING AND STRIPING NOTES GENERAL NOTES LEGEND EXISTING SIGN PROPOSED SIGN 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C8.01.dwg | Layout: 1C8.04CPLOTTED: Nov 16, 2021-01:29:17pm By KHANM1XREFS: X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-SN-CHANN_RENTON.dwg; X-PARCEL-INFO.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER RENTON SEGMENT SIGNING & STRIPING PLAN RAI 22+00 TO RAI 27+00 1C8.04C 310 A. VILLAR C. WILCOX S. FORMAN   20'40' SCALE: 1" = 20' 0' R-4214310 182305-9258182305-9123 1 8 2 3 0 5 - 9 2 5 8 39+75 35+00 36+00 37+00 38+00 39+00 10+00 1 1 + 0 0 RAINIER AVE S (RAI-LINE) 29E4D-1 1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40-02 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02 PAINT CURB (COLOR AS NOTED) YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01. BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 INSTALL NEW SIGN (AS NOTED) RELOCATE SIGN REMOVE SIGN MODIFY SIGN WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M-40.10-03 1 2 SIGNING AND STRIPING NOTES GENERAL NOTES LEGEND EXISTING SIGN PROPOSED SIGN 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C8.01.dwg | Layout: 1C8.04DPLOTTED: Nov 16, 2021-01:31:25pm By KHANM1XREFS: X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-SN-CHANN_RENTON.dwg; X-PARCEL-INFO.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER RENTON SEGMENT SIGNING & STRIPING PLAN RAI 35+00 TO 7TH 11+00 1C8.04D 311 A. VILLAR C. WILCOX S. FORMAN   20'40' SCALE: 1" = 20' 0' S 7 T H S T (7 T H - L I N E ) R-4214311 182305-9133 192305-9031 11+00 12+00 13+00 14+00S 7TH ST (7TH-LINE) 29E4E-1 1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40-02 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02 PAINT CURB (COLOR AS NOTED) YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01. BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 INSTALL NEW SIGN (AS NOTED) RELOCATE SIGN REMOVE SIGN MODIFY SIGN WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M-40.10-03 1 2 SIGNING AND STRIPING NOTES GENERAL NOTES LEGEND EXISTING SIGN PROPOSED SIGN 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C8.01.dwg | Layout: 1C8.04EPLOTTED: Nov 16, 2021-01:33:38pm By KHANM1XREFS: X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-SN-CHANN_RENTON.dwg; X-PARCEL-INFO.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER RENTON SEGMENT SIGNING & STRIPING PLAN 7TH 11+00 TO 7TH 14+00 1C8.04E 312 A. VILLAR C. WILCOX S. FORMAN   20'40' SCALE: 1" = 20' 0' R-4214312 1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40-02 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02 PAINT CURB (COLOR AS NOTED) YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01. BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 INSTALL NEW SIGN (AS NOTED) RELOCATE SIGN REMOVE SIGN MODIFY SIGN WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M-40.10-03 1 2 SIGNING AND STRIPING NOTES GENERAL NOTES LEGEND EXISTING SIGN PROPOSED SIGN 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33192305-9101192305-9102 192305-9103 192305-9032 18+29 17+0 0 18+0010+00 11+00 12+00 13+00 14+00S GRADY WAYLAKE AVE S(LAK-LINE)(GRA-LINE) 27 26 26 5 30 5 5 6 6 11 30 5 P5-2P5-1 E5-1 R48' R50' R94' 20'11'12'8'GRA 12+10.81, 28.61' LT GRA 10+73.91, 28.82' LT GRA 10+53.60, 77.32' LT GRA 10+37.14, 29.66' RT GRA 13+80.92, 28.63' RT GRA 10+93.34, 48.11' LT GRA 10+84.10, 41.36' LT GRA 10+55.88, 40.63' LT GRA 10+65.76, 36.02' LT GRA 10+59.08, 46.01' LT GRA 10+57.33, 28.67' LT GRA 10+41.71, 64.67' LT C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C8.01.dwg | Layout: 1C8.05PLOTTED: Nov 16, 2021-01:35:53pm By KHANM1XREFS: X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-SN-CHANN_RENTON.dwg; X-PARCEL-INFO.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER RENTON SEGMENT SIGNING & STRIPING PLAN GRA 10+00 TO GRA 14+00 1C8.05 313 A. VILLAR C. WILCOX S. FORMAN   20'40' SCALE: 1" = 20' 0' R-4214313 1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40-02 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02 PAINT CURB (COLOR AS NOTED) YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01. BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 INSTALL NEW SIGN (AS NOTED) RELOCATE SIGN REMOVE SIGN MODIFY SIGN WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M-40.10-03 1 2 SIGNING AND STRIPING NOTES GENERAL NOTES LEGEND EXISTING SIGN PROPOSED SIGN 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 192305-9043 192305-9096 192305-9032 14+00 15+00 16+00 17+00 18+00 19+00 S GRADY WAY SHATTUCK AVE S(GRA-LINE) 27 26 26 26 26 11 11 5 5 6 6 6 28 E6-1 P6-4 P6-1 P6-2 P6-3 E6-2 11'13'13'11'GRA 14+80.46, 28.24' RT GRA 14+89.60, 28.48' LT GRA 15+80.82, 28.43' LT GRA 15+81.02, 27.50' RT GRA 16+80.96, 28.35' LT GRA 15+53.49, 50.12' RT GRA 15+67.14, 42.26' RT GRA 15+72.67, 41.78' LT GRA 15+61.40, 52.95' LT GRA 15+13.08, 52.31' LT GRA 14+99.59, 39.44' LT GRA 14+92.25, 42.46' RT GRA 15+01.81, 52.35' RT GRA 14+76.72, 53.36' RT C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C8.01.dwg | Layout: 1C8.06PLOTTED: Nov 16, 2021-01:38:02pm By KHANM1XREFS: X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-SN-CHANN_RENTON.dwg; X-PARCEL-INFO.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER RENTON SEGMENT SIGNING & STRIPING PLAN GRA 14+00 TO GRA 19+00 1C8.06 314 A. VILLAR C. WILCOX S. FORMAN   20'40' SCALE: 1" = 20' 0' R-4214314 1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40-02 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02 PAINT CURB (COLOR AS NOTED) YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01. BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 INSTALL NEW SIGN (AS NOTED) RELOCATE SIGN REMOVE SIGN MODIFY SIGN WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M-40.10-03 1 2 SIGNING AND STRIPING NOTES GENERAL NOTES LEGEND EXISTING SIGN PROPOSED SIGN 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 192305-9070 192305-9023 192305-9070 19+00 20+00 21+00 22+00 23+00 24+00S GRADY WAY (GRA-LINE) 27 27 26 26 26 26 26 26 26 1817 5 6 6 17 3 5 328 27 P7-1 P7-4 E7-4 P7-6 P7-2 P7-7 P7-3 P7-5 E7-1 E7-3 E7-2 12'11'13'11'11'GRA 23+55.27, 27.50' RT GRA 23+09.19, 51.00' RT GRA 23+30.20, 40.23' LT GRA 23+28.13, 17.64' LT GRA 23+36.57, 45.42' RT GRA 24+58.76, 20.36' LT GRA 24+67.10, 42.73' LT GRA 24+51.32, 27.50' RT GRA 24+19.29, 56.20' RT GRA 24+18.13, 32.24' RT GRA 23+86.03, 41.90' LT GRA 23+63.71, 51.00' RT GRA 23+62.80, 64.14' RT GRA 22+21.80, 48.59' RT GRA 23+13.25, 43.00' LT GRA 24+26.24, 39.00' RT C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C8.01.dwg | Layout: 1C8.07PLOTTED: Nov 16, 2021-01:40:19pm By KHANM1XREFS: X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-SN-CHANN_RENTON.dwg; X-PARCEL-INFO.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER RENTON SEGMENT SIGNING & STRIPING PLAN GRA 19+00 TO GRA 24+00 1C8.07 315 A. VILLAR C. WILCOX S. FORMAN   20'40' SCALE: 1" = 20' 0' R-4214315 1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40-02 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02 PAINT CURB (COLOR AS NOTED) YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01. BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 INSTALL NEW SIGN (AS NOTED) RELOCATE SIGN REMOVE SIGN MODIFY SIGN WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M-40.10-03 1 2 SIGNING AND STRIPING NOTES GENERAL NOTES LEGEND EXISTING SIGN PROPOSED SIGN 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33915460-0005 915460-0010 192305- 9 0 2 3 25+27 24+0025+0010+00 11+00 12+00 13+00 14+00 S GRADYWAYTALBOT RD S (TAL-B-LINE)(GRA-LINE)20 LF 16 LF 5 LF 2 LF 10 LF 12 LF 17 LF 2727 26 26 26 26 26 531 9 12 11 3 6 3 8 14 10 8 8 8 14 10 8 8 8 14 10 8 8 7 3 5 5 6 18 12 11 11 12 11 5 6 3 5 9 16 16 5 18 18 28 E7-4P8-1 P8-3 P8-2 P8-5 P8-4 E8-1 E8-2 R820' R653' R664' R675' R687'11'11'11'11'12'12'11'12'11'11' 11' TAL-B 10+58.15, 1.52' RT TAL-B 11+58.95, 31.14' LT TAL-B 10+58.43, 34.51' LT TAL-B 10+44.82, 43.24' LT TAL-B 10+34.47, 51.08' LT TAL-B 13+15.00, 1.50' RT TAL-B 13+57.26, 9.37' LT TAL-B 13+57.31, 20.37' LT TAL-B 10+58.12, 24.14' RT TAL-B 12+64.29, 25.33' RT TAL-B 12+12.32, 36.72' RT TAL-B 12+64.10, 37.09' RT GRA 24+58.76, 20.36' LT GRA 24+69.14, 22.37' RT GRA 24+67.10, 42.73' LT GRA 24+51.32, 27.50' RT GRA 24+76.90, 53.00' LT GRA 24+80.13, 62.10' LT TAL-B 10+37.04, 36.14' RT GRA 24+19.29, 56.20' RT GRA 24+40.63, 39.78' RT TAL-B 12+06.13, 47.32' RT TAL-B 13+63.13, 49.02' LT TAL-B 13+65.56, 57.96' LT TAL-B 13+59.55, 23.93' LT TAL-B 13+63.40, 15.19' LT TAL-B 13+64.11, 3.79' LT TAL-B 13+64.51, 4.65' RT TAL-B 13+31.90, 35.11' LT TAL-B 12+34.84, 5.83' RT TAL-B 12+35.08, 4.93' LT TAL-B 12+35.43, 15.26' LT TAL-B 12+34.84, 25.17' LT TAL-B 12+34.49, 37.52' LT TAL-B 10+81.25, 6.35' RT TAL-B 10+81.53, 4.95' LT TAL-B 10+81.96, 15.28' LT TAL-B 10+82.35, 26.10' LT TAL-B 10+82.59, 38.31' LT GRA 24+41.22, 27.52' RT TAL-B 13+86.10, 77.32' LT TAL-B 13+76.90, 68.24' LT GRA 24+18.13, 32.24' RT GRA 23+86.03, 41.90' LT TAL-B 13+07.12, 40.81' LT TAL-B 11+58.94, 40.59' LT TAL-B 13+55.89, 63.32' LT 12 GRA 24+64.40, 36.12' RT GRA 24+71.30, 40.67' RT GRA 24+45.49, 74.21' RT GRA 24+39.06, 69.06' RT TAL-B 10+86.87, 40.75' RT TAL-B 10+89.18, 46.25' RT TAL-B 11+34.10, 35.78' RT GRA 24+26.24, 39.00' RT GRA 24+44.13, 41.83' RT GRA 24+41.66, 47.25' RT C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C8.01.dwg | Layout: 1C8.08PLOTTED: Nov 16, 2021-01:42:29pm By KHANM1XREFS: X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-SN-CHANN_RENTON.dwg; X-PARCEL-INFO.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER RENTON SEGMENT SIGNING & STRIPING PLAN GRA 24+00 TO TAL-B 14+00 1C8.08 316 A. VILLAR C. WILCOX S. FORMAN   20'40' SCALE: 1" = 20' 0' R-4214316 1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40-02 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02 PAINT CURB (COLOR AS NOTED) YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01. BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 INSTALL NEW SIGN (AS NOTED) RELOCATE SIGN REMOVE SIGN MODIFY SIGN WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M-40.10-03 1 2 SIGNING AND STRIPING NOTES GENERAL NOTES LEGEND EXISTING SIGN PROPOSED SIGN 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 192305-9094 202305-9007 192305 - 9 0 2 3 29 14+00 15+00 16+00 17+00 18+00 TALBOT RD S (TAL-B-LINE) 16 LF 18 LF 15 LF 26 26 27 27 12 11 3 10 8 8 6 11 3 6 3 11 12 13 11 12 9 13 27 E9-1, E9-2 E9-3 P9-2 P9-1 E9-5 R753'12'13'12'TAL-B 13+64.11, 3.79' LT TAL-B 13+64.51, 4.65' RT TAL-B 14+06.43, 49.18' LT TAL-B 16+80.21, 29.22' LT TAL-B 17+03.47, 42.01' LT TAL-B 17+11.71, 51.06' LT TAL-B 17+12.06, 70.97' LT TAL-B 17+15.65, 86.27' LT TAL-B 15+33.01, 52.96' RT TAL-B 15+52.68, 63.47' RT TAL-B 15+64.86, 76.72' RT TAL-B 14+48.23, 15.20' LT TAL-B 16+36.06, 29.16' RT TAL-B 14+33.79, 30.12' LT TAL-B 15+82.98, 51.01' LT TAL-B 14+49.00, 50.78' LT TAL-B 18+26.12, 43.20' RT R352'C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C8.01.dwg | Layout: 1C8.09PLOTTED: Nov 16, 2021-01:44:40pm By KHANM1XREFS: X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-SN-CHANN_RENTON.dwg; X-PARCEL-INFO.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; 18229-SV-ROW.dwg; X-ROW_PROP.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER RENTON SEGMENT SIGNING & STRIPING PLAN TAL-B 14+00 TO TAL-B 18+50 1C8.09 317 A. VILLAR C. WILCOX S. FORMAN   20'40' SCALE: 1" = 20' 0' R-4214317 1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40-02 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02 PAINT CURB (COLOR AS NOTED) YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01. BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 INSTALL NEW SIGN (AS NOTED) RELOCATE SIGN REMOVE SIGN MODIFY SIGN WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M-40.10-03 1 2 SIGNING AND STRIPING NOTES GENERAL NOTES LEGEND EXISTING SIGN PROPOSED SIGN 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 19+00 20+00 21+00 22+00 23+00 P10-1 TALBOT RD S 202305-9008 192305-9001 723160-059512'11'11'10'(TAL-B-LINE) 11 LF TAL-B 20+90.17, 31.57' RT TAL-B 21+91.18, 42.57' RT TAL-B 22+00.88, 37.87' RT TAL-B 22+48.07, 66.25' RT TAL-B 21+15.27, 20.57' RT TAL-B 21+15.35, 10.57' RT TAL-B 22+01.48, 10.17' RT 6 26 5 3 11 12 11 C:\pw_workdir\den003\ch2mhill_av059753\d0601389\1 C8.10.dwg | Layout: 1C8.10PLOTTED: Nov 16, 2021-09:50:13pm By AV059753XREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-PARCEL-INFO.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER I -405 SB OFF -RAMPS RENTON VILLAGE PLRENTON SEGMENT SIGNING & STRIPING PLAN SHA 11+00 TO LAK 11+00 1C8.10 A. VILLAR C. WILCOX S. FORMAN 20'40' SCALE: 1" = 20' 0' 318 R-4214318 1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40-02 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02 PAINT CURB (COLOR AS NOTED) YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01. BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 INSTALL NEW SIGN (AS NOTED) RELOCATE SIGN REMOVE SIGN MODIFY SIGN WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M-40.10-03 1 2 SIGNING AND STRIPING NOTES GENERAL NOTES LEGEND EXISTING SIGN PROPOSED SIGN 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 24+00 25+00 26+00 27+00 28+00 E10A-1 TALBOT RD S 723160-0505 723160-0507192305-9090 723160-0507(TAL-B-LINE) 29 C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C8.10.dwg | Layout: 1C8.10APLOTTED: Nov 16, 2021-01:49:54pm By KHANM1XREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-PARCEL-INFO.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER RENTON SEGMENT SIGNING & STRIPING PLAN TAL-B 23+50 TO TAL-B 28+50 1C8.10A 319 A. VILLAR C. WILCOX S. FORMAN   20'40' SCALE: 1" = 20' 0' R-4214319 1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40-02 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02 PAINT CURB (COLOR AS NOTED) YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01. BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 INSTALL NEW SIGN (AS NOTED) RELOCATE SIGN REMOVE SIGN MODIFY SIGN WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M-40.10-03 1 2 SIGNING AND STRIPING NOTES GENERAL NOTES LEGEND EXISTING SIGN PROPOSED SIGN 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 33+00 34+00 35+00 36+00 37+00 38+00 E11-1 BENSON DR S (SR 515)S PUGET DRS 15TH ST722200-0250 722200-0010 722200-0245 P11-2 P11-1 (TAL-B-LINE) TAL-B 34+47.53, 39.13' RT TAL-B 37+04.41, 29.95' LT TAL-B 35+02.44, 36.74' RT TAL-B 37+59.42, 29.24' LT 28 17 17 26 26 C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C8.10.dwg | Layout: 1C8.11PLOTTED: Nov 16, 2021-01:52:04pm By KHANM1XREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-PARCEL-INFO.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER RENTON SEGMENT SIGNING & STRIPING PLAN TAL-B 33+00 TO TAL-B 38+00 1C8.11 320 A. VILLAR C. WILCOX S. FORMAN   20'40' SCALE: 1" = 20' 0' R-4214320 1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40-02 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02 PAINT CURB (COLOR AS NOTED) YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01. BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 INSTALL NEW SIGN (AS NOTED) RELOCATE SIGN REMOVE SIGN MODIFY SIGN WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M-40.10-03 1 2 SIGNING AND STRIPING NOTES GENERAL NOTES LEGEND EXISTING SIGN PROPOSED SIGN 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 13+0014+0015+0016+00 17+00 18+00 TALBOT RD S 722200-0110 722200-0070 722200-0135 722200-0137 E11A-2 E11A-1 (TAL-21-LINE) 28 28 C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C8.10.dwg | Layout: 1C8.11APLOTTED: Nov 16, 2021-01:54:13pm By KHANM1XREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-PARCEL-INFO.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER RENTON SEGMENT SIGNING & STRIPING PLAN TAL-21 18+00 TO TAL-B 13+00 1C8.11A 321 A. VILLAR C. WILCOX S. FORMAN   20'40' SCALE: 1" = 20' 0' R-4214321 1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40-02 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02 PAINT CURB (COLOR AS NOTED) YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01. BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 INSTALL NEW SIGN (AS NOTED) RELOCATE SIGN REMOVE SIGN MODIFY SIGN WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M-40.10-03 1 2 SIGNING AND STRIPING NOTES GENERAL NOTES LEGEND EXISTING SIGN PROPOSED SIGN 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 24+00 25+00 26+00 27+00 28+00 29+00 72292 8- 0 1 0 0 72220 0- 0 1 6 3 85570 0- 0 1 4 0 855700-0010 85570 0- 0 0 2 0 30230 5- 9 0 7 3 E12-2 E12-3 E12-1 P12-1 P12-2 TALBOT RD S S 23RD ST (TAL-21-LINE)TALBOT CREST DR STAL-21 25+98.72, 17.85' LT TAL-21 25+59.07, 20.08' LT TAL-21 25+32.54, 15.89' RT TAL-21 26+53.72, 17.75' LT TAL-21 28+29.99, 18.34' RT TAL-21 27+76.11, 20.36' RT TAL-21 25+71.73, 31.86' RT27 28 28 11 17 26 26 17 TAL-21 25+10.50, 3.77' LT TAL-21 25+89.30, 2.80' LT P12-326 P12-426 C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C8.10.dwg | Layout: 1C8.12PLOTTED: Nov 16, 2021-01:56:13pm By KHANM1XREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-PARCEL-INFO.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER RENTON SEGMENT SIGNING & STRIPING PLAN TAL-21 24+00 TO TAL-21 29+00 1C8.12 322 A. VILLAR C. WILCOX S. FORMAN   20'40' SCALE: 1" = 20' 0' 12 12 12 LF 14 LF R-4214322 1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40-02 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02 PAINT CURB (COLOR AS NOTED) YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01. BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 INSTALL NEW SIGN (AS NOTED) RELOCATE SIGN REMOVE SIGN MODIFY SIGN WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M-40.10-03 1 2 SIGNING AND STRIPING NOTES GENERAL NOTES LEGEND EXISTING SIGN PROPOSED SIGN 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 32+00 33+00 34+00 35+00 36+00 37+00 855700-0070 889900-0490 855700-0080 855700-0090 855700-0100 855700-0110 889900-0010 855700-0120 889900-0020 855700-0130 889900-0030 E12A-1 E12A-2 TALBOT RD S (TAL-21-LINE) 28 28 C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C8.10.dwg | Layout: 1C8.12APLOTTED: Nov 16, 2021-01:58:19pm By KHANM1XREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-PARCEL-INFO.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER RENTON SEGMENT SIGNING & STRIPING PLAN TAL-21 32+00 TO TAL-21 37+00 1C8.12A 323 A. VILLAR C. WILCOX S. FORMAN   20'40' SCALE: 1" = 20' 0' R-4214323 1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40-02 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02 PAINT CURB (COLOR AS NOTED) YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01. BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 INSTALL NEW SIGN (AS NOTED) RELOCATE SIGN REMOVE SIGN MODIFY SIGN WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M-40.10-03 1 2 SIGNING AND STRIPING NOTES GENERAL NOTES LEGEND EXISTING SIGN PROPOSED SIGN 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 37+00 38+00 39+00 40+00 41+00 42+00 855700-0130 889900-0030 889900-0040 889900-0050 855700-0320 889921-0790 302305-9107 302305-9036 302305-9106 889921-0800 E12B-1 E12B-2 TALBOT RD S (TAL-21-LINE) 28 28 C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C8.10.dwg | Layout: 1C8.12BPLOTTED: Nov 16, 2021-02:00:30pm By KHANM1XREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-PARCEL-INFO.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER RENTON SEGMENT SIGNING & STRIPING PLAN TAL-21 37+00 TO TAL-21 42+00 1C8.12B 324 A. VILLAR C. WILCOX S. FORMAN   20'40' SCALE: 1" = 20' 0' R-4214324 1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40-02 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02 PAINT CURB (COLOR AS NOTED) YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01. BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 INSTALL NEW SIGN (AS NOTED) RELOCATE SIGN REMOVE SIGN MODIFY SIGN WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M-40.10-03 1 2 SIGNING AND STRIPING NOTES GENERAL NOTES LEGEND EXISTING SIGN PROPOSED SIGN 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 54+00 55+00 56+00 57+00 58+00 59+00 302305-9029 302305-9116302305-9114 302305-9115 302305-9030 302305-9019 948575-TRCT P13-1 P13-2E13-1 E13-2 TALBOT RD S (TAL-21-LINE)S 32ND STTAL-21 56+28.20, 19.32' LT TAL-21 56+56.01, 16.09' RT TAL-21 56+83.20, 19.54' LT TAL-21 57+11.00, 15.39' RT 26 26 28 28 17 17 C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C8.10.dwg | Layout: 1C8.13PLOTTED: Nov 16, 2021-02:02:43pm By KHANM1XREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-PARCEL-INFO.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER RENTON SEGMENT SIGNING & STRIPING PLAN TAL-21 54+00 TO TAL-21 59+00 1C8.13 325 A. VILLAR C. WILCOX S. FORMAN   20'40' SCALE: 1" = 20' 0' R-4214325 1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40-02 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02 PAINT CURB (COLOR AS NOTED) YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01. BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 INSTALL NEW SIGN (AS NOTED) RELOCATE SIGN REMOVE SIGN MODIFY SIGN WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M-40.10-03 1 2 SIGNING AND STRIPING NOTES GENERAL NOTES LEGEND EXISTING SIGN PROPOSED SIGN 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 71+00 72+00 73+00 74+00 75+00 76+00 855860-0035 855860-0040 302305-9040 302305-9044 855860-0125 855860-0130 855860-0135 302305-9109 P14-1, P14-2 P14-3 E14-7 P14-6 P14-4, P14-5 E14-8, E14-9, E14-10 P14-7 P14-8 E14-3, E14-4, E14-5 11'14'E14-1 E14-2 E14-6 TALBOT RD S S 37TH STS 37TH STS 38TH CTS 38TH CT(TAL-21-LINE) 11 LF 11 LF 9 LF 14 LF TAL-21 71+75.51, 15.98' LT TAL-21 74+53.46, 19.53' RT TAL-21 72+60.93, 20.23' LT TAL-21 72+61.60, 29.77' LT TAL-21 73+59.66, 25.55' RT TAL-21 73+77.88, 11.30' LT TAL-21 74+18.22, 10.54' LT TAL-21 72+30.51, 15.98' LT TAL-21 75+08.46, 19.53' RT TAL-21 72+57.84, 30.46' LT TAL-21 73+92.99, 30.01' RT TAL-21 75+14.24, 32.09' RT 27 27 27 26 26 26 26 19 19 26 26 11 11 12 12 12 12 17 17 28 28 28 TAL-21 73+30.89, 11.44' RT C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C8.10.dwg | Layout: 1C8.14PLOTTED: Nov 16, 2021-02:04:54pm By KHANM1XREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-PARCEL-INFO.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER RENTON SEGMENT SIGNING & STRIPING PLAN TAL-21 71+00 TO TAL-21 76+00 1C8.14 326 A. VILLAR C. WILCOX S. FORMAN   20'40' SCALE: 1" = 20' 0' R-4214326 1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40-02 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02 PAINT CURB (COLOR AS NOTED) YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01. BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 INSTALL NEW SIGN (AS NOTED) RELOCATE SIGN REMOVE SIGN MODIFY SIGN WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M-40.10-03 1 2 SIGNING AND STRIPING NOTES GENERAL NOTES LEGEND EXISTING SIGN PROPOSED SIGN 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 80+00 81+00 82+00 83+00 84+00 85+00 312305-9065 312305-9026 761680-02 9 0 885767-0110 761680-008 0 761680-00 7 0 761680-00 5 0 885767-010 0 E14A-1 TALBOT RD S (TAL-21-LIN E ) 28 E14A-2 28 C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C8.10.dwg | Layout: 1C8.14APLOTTED: Nov 16, 2021-02:06:57pm By KHANM1XREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-PARCEL-INFO.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER RENTON SEGMENT SIGNING & STRIPING PLAN TAL-21 80+00 TO TAL-21 85+00 1C8.14A 327 A. VILLAR C. WILCOX S. FORMAN   20'40' SCALE: 1" = 20' 0' R-4214327 1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40-02 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02 PAINT CURB (COLOR AS NOTED) YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01. BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 INSTALL NEW SIGN (AS NOTED) RELOCATE SIGN REMOVE SIGN MODIFY SIGN WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M-40.10-03 1 2 SIGNING AND STRIPING NOTES GENERAL NOTES LEGEND EXISTING SIGN PROPOSED SIGN 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 86+00 87+00 88+00 89+00 90+00 91+00 761680 - 0 0 3 0 761680 - 0 0 1 0 885767 - 0 0 2 0 312305 - 9 1 3 4 312305-9025 P15-2 P15-1, P15-317'17'R6' E15-1 E15-2 TALBOT RD S (TAL-21-LINE) TAL-21 88+13.28, 21.92' LT TAL-21 88+28.24, 22.04' RT TAL-21 89+21.11, 20.67' RT TAL-21 89+15.40, 19.63' LT TAL-21 88+74.28, 21.92' LT TAL-21 88+95.24, 22.00' RT TAL-21 89+24.28, 6.00' LT TAL-21 89+24.53, 5.99' RT TAL-21 88+94.69, 6.00' LT TAL-21 88+94.69, 5.99' RT TAL-21 88+74.69, 0.01' LT 26 26 19 19 17 17 11 11 7 33 33 7 28 28 12 TAL-21 89+67.09, 10.81' LT TAL-21 88+94.89, 17.00' RT 12 P15-4 26 C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C8.10.dwg | Layout: 1C8.15PLOTTED: Nov 16, 2021-02:09:04pm By KHANM1XREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-PARCEL-INFO.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER RENTON SEGMENT SIGNING & STRIPING PLAN TAL-21 86+00 TO TAL-21 91+00 1C8.15 328 A. VILLAR C. WILCOX S. FORMAN   20'40' SCALE: 1" = 20' 0' 10 LF 11 LF R-4214328 1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40-02 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02 PAINT CURB (COLOR AS NOTED) YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01. BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 INSTALL NEW SIGN (AS NOTED) RELOCATE SIGN REMOVE SIGN MODIFY SIGN WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M-40.10-03 1 2 SIGNING AND STRIPING NOTES GENERAL NOTES LEGEND EXISTING SIGN PROPOSED SIGN 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 10+00 11+00 12+00 13+0092+0093+0093+21312305-9135 885767-0100 312305-9078 312305-9040 E15A-1 S CARR RD (CAR-LINE)TALBOT RD S(TAL-21-LINE)29 C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C8.10.dwg | Layout: 1C8.15APLOTTED: Nov 16, 2021-02:11:08pm By KHANM1XREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-PARCEL-INFO.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER RENTON SEGMENT SIGNING & STRIPING PLAN CAR 10+00 TO CAR 13+00 1C8.15A 329 A. VILLAR C. WILCOX S. FORMAN   20'40' SCALE: 1" = 20' 0' R-4214329 1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40-02 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02 PAINT CURB (COLOR AS NOTED) YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01. BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 INSTALL NEW SIGN (AS NOTED) RELOCATE SIGN REMOVE SIGN MODIFY SIGN WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M-40.10-03 1 2 SIGNING AND STRIPING NOTES GENERAL NOTES LEGEND EXISTING SIGN PROPOSED SIGN 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 18+00 19+00 20+00 21+00 22+00 23+00 S C A R R 7616 8 0 - 0 2 2 0 7616 8 0 - 0 2 3 0 76168 0 - 0 4 0 0 76168 0 - 0 4 1 0 76168 0 - 0 4 2 0 8858 2 5 - 0 0 0 0 31230 5 - 9 0 0 6 E15B-2 E15B-1 S CARR R D (CAR-LINE )SMITHERS AVE S98TH AVE S29 29 C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C8.10.dwg | Layout: 1C8.15BPLOTTED: Nov 16, 2021-02:13:20pm By KHANM1XREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-PARCEL-INFO.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER RENTON SEGMENT SIGNING & STRIPING PLAN CAR 18+00 TO CAR 23+00 1C8.15B 330 A. VILLAR C. WILCOX S. FORMAN   20'40' SCALE: 1" = 20' 0' R-4214330 1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40-02 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02 PAINT CURB (COLOR AS NOTED) YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01. BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 INSTALL NEW SIGN (AS NOTED) RELOCATE SIGN REMOVE SIGN MODIFY SIGN WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M-40.10-03 1 2 SIGNING AND STRIPING NOTES GENERAL NOTES LEGEND EXISTING SIGN PROPOSED SIGN 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 32+ 0 0 33+00 34+00 35+00 36+00 3 2 2 3 0 5 - 9 0 8 1 3 2 2 3 0 5 - 9 1 5 6 3 2 2 3 0 5 - 9 0 7 9 32230 5 - 9 0 7 9 P16-2 E16-2 P16-1 E16-1 SE CARR RDMILL AVE SWELLS AVE S(CAR-LINE) CAR 33+36.38, 22.14' LT CAR 33+27.63, 21.76' RT CAR 33+93.75, 22.43' LT CAR 33+80.57, 21.85' RT 26 26 28 28 17 17 C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C8.10.dwg | Layout: 1C8.16PLOTTED: Nov 16, 2021-02:15:30pm By KHANM1XREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-PARCEL-INFO.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER RENTON SEGMENT SIGNING & STRIPING PLAN CAR 32+00 TO CAR 36+50 1C8.16 331 A. VILLAR C. WILCOX S. FORMAN   20'40' SCALE: 1" = 20' 0' R-4214331 1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40-02 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02 PAINT CURB (COLOR AS NOTED) YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01. BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 INSTALL NEW SIGN (AS NOTED) RELOCATE SIGN REMOVE SIGN MODIFY SIGN WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M-40.10-03 1 2 SIGNING AND STRIPING NOTES GENERAL NOTES LEGEND EXISTING SIGN PROPOSED SIGN 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 43+00 44+00 45+00 46+00 47+00 SE CARR RD 105TH PL SE322305-9299 322305-9053 322305-9237 322305-9299 322305-9040 292305-9151 (CAR-LINE)C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C8.10.dwg | Layout: 1C8.17PLOTTED: Nov 16, 2021-02:17:39pm By KHANM1XREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-PARCEL-INFO.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER RENTON SEGMENT SIGNING & STRIPING PLAN CAR 42+50 TO CAR 47+50 1C8.17 332 A. VILLAR C. WILCOX S. FORMAN   20'40' SCALE: 1" = 20' 0' ROU TI N G C H A N G E D 60% TO BE SUBMITTED AT A LATER DATE R-4214332 1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40-02 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02 PAINT CURB (COLOR AS NOTED) YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01. BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 INSTALL NEW SIGN (AS NOTED) RELOCATE SIGN REMOVE SIGN MODIFY SIGN WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M-40.10-03 1 2 SIGNING AND STRIPING NOTES GENERAL NOTES LEGEND EXISTING SIGN PROPOSED SIGN 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 48+00 49+00 50+00 51+00 52+00106TH PL SESE CARR RD 106TH PL SE322305-9063 292305 - 9 1 5 8 29230 5 - 9 1 9 8 (CAR-LINE)C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C8.10.dwg | Layout: 1C8.18PLOTTED: Nov 16, 2021-02:19:49pm By KHANM1XREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-PARCEL-INFO.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER RENTON SEGMENT SIGNING & STRIPING PLAN CAR 47+50 TO CAR 52+50 1C8.18 333 A. VILLAR C. WILCOX S. FORMAN   ROU TI N G T O B E D E T E R MI N E D 20'40' SCALE: 1" = 20' 0' ROU TI N G C H A N G E D 60% TO BE SUBMITTED AT A LATER DATE R-4214333 1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40-02 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02 PAINT CURB (COLOR AS NOTED) YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01. BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 INSTALL NEW SIGN (AS NOTED) RELOCATE SIGN REMOVE SIGN MODIFY SIGN WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M-40.10-03 1 2 SIGNING AND STRIPING NOTES GENERAL NOTES LEGEND EXISTING SIGN PROPOSED SIGN 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 0+00 1+00 2+00 3+00 4+00 54+10 53+0054+00292305-9198 322305-9193 322305-9120 322305-9063 322305-9063322305-9120 SE CARR RDSE PETROVITSKY RDBENSON DR S (SR 515)(CAR-LINE)C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C8.10.dwg | Layout: 1C8.19PLOTTED: Nov 16, 2021-02:22:04pm By KHANM1XREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-PARCEL-INFO.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; 18229-SV-ROW.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER RENTON SEGMENT SIGNING & STRIPING PLAN CAR 52+50 TO CAR 108TH 4+00 1C8.19 334 A. VILLAR C. WILCOX S. FORMAN   ROUTING TO BE DETERMINED 20'40' SCALE: 1" = 20' 0' ROU TI N G C H A N G E D 60% TO BE SUBMITTED AT A LATER DATE R-4214334 1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40-02 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02 PAINT CURB (COLOR AS NOTED) YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01. BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 INSTALL NEW SIGN (AS NOTED) RELOCATE SIGN REMOVE SIGN MODIFY SIGN WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M-40.10-03 1 2 SIGNING AND STRIPING NOTES GENERAL NOTES LEGEND EXISTING SIGN PROPOSED SIGN 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 4+00 5+00 6+00 7+00 8+00 9+00 108TH AVE SE (SR 515) (108TH-LINE) 322305-9016 322305-9065 C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C8.20.dwg | Layout: 1C8.20PLOTTED: Nov 16, 2021-02:25:33pm By KHANM1XREFS: X-LEGEND.dwg; I-LINE_X-DESIGN-RENTON.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-PARCEL-INFO.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-BS_Kent.dwg; X-TOPO.dwg; X-ROW_PROP.dwg; 18229-SV-ROW.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 40'80' SCALE: 1" = 40' 0' RENTON SEGMENT SIGNING & STRIPING PLAN 108TH 4+00 TO 108TH 9+00 1C8.20 335 A. VILLAR C. WILCOX S. FORMAN   ROU TI N G C H A N G E D 60% TO BE SUBMITTED AT A LATER DATE R-4214335 1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40-02 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02 PAINT CURB (COLOR AS NOTED) YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01. BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 INSTALL NEW SIGN (AS NOTED) RELOCATE SIGN REMOVE SIGN MODIFY SIGN WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M-40.10-03 1 2 SIGNING AND STRIPING NOTES GENERAL NOTES LEGEND EXISTING SIGN PROPOSED SIGN 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 13+00 14+00 15+00 16+00 17+00 18+00SE 181ST STSE 180TH ST108TH AVE SE (SR 515) (108TH-LINE) 322305-9106 074090-0120 074050-0005 074090-0110 322305-9361 322305-9065 C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C8.20.dwg | Layout: 1C8.21PLOTTED: Nov 16, 2021-02:27:50pm By KHANM1XREFS: X-LEGEND.dwg; I-LINE_X-DESIGN-RENTON.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-PARCEL-INFO.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-BS_Kent.dwg; X-TOPO.dwg; X-ROW_PROP.dwg; 18229-SV-ROW.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER RENTON SEGMENT SIGNING & STRIPING PLAN 108TH 13+00 TO 108TH 18+00 1C8.21 336 A. VILLAR C. WILCOX S. FORMAN   20'40' SCALE: 1" = 20' 0' ROU TI N G C H A N G E D 60% TO BE SUBMITTED AT A LATER DATE R-4214336 1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40-02 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02 PAINT CURB (COLOR AS NOTED) YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01. BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 INSTALL NEW SIGN (AS NOTED) RELOCATE SIGN REMOVE SIGN MODIFY SIGN WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M-40.10-03 1 2 SIGNING AND STRIPING NOTES GENERAL NOTES LEGEND EXISTING SIGN PROPOSED SIGN 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 18+00 19+00 20+00 21+00 22+00 23+00SE 182ND ST108TH AVE SE (SR 515) (108TH-LINE) 322305-9020 074050-0045 074110-0010 322305-9364 322305-9194 C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C8.20.dwg | Layout: 1C8.21APLOTTED: Nov 16, 2021-02:30:06pm By KHANM1XREFS: X-LEGEND.dwg; I-LINE_X-DESIGN-RENTON.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-PARCEL-INFO.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-BS_Kent.dwg; X-TOPO.dwg; X-ROW_PROP.dwg; 18229-SV-ROW.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER RENTON SEGMENT SIGNING & STRIPING PLAN 108TH 18+00 TO 108TH 23+00 1C8.21A 337 A. VILLAR C. WILCOX S. FORMAN   ROU TI N G T O B E D E T E R MI N E D 20'40' SCALE: 1" = 20' 0' ROU TI N G C H A N G E D 60% TO BE SUBMITTED AT A LATER DATE R-4214337 1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40-02 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02 PAINT CURB (COLOR AS NOTED) YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01. BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 INSTALL NEW SIGN (AS NOTED) RELOCATE SIGN REMOVE SIGN MODIFY SIGN WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M-40.10-03 1 2 SIGNING AND STRIPING NOTES GENERAL NOTES LEGEND EXISTING SIGN PROPOSED SIGN 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 28+00 29+00 30+00 31+00 32+00 33+00108TH AVE SE (SR 515)SE 186TH STSE 184TH LN(108TH-LINE)SE 186TH ST322305-9070 322305-9082 911710-0160 322305-9135 322305-9111 E22-2 P22-1, P22-2 P22-3 E22-3 E22-1 P22-4 P22-5 108TH 29+66.11, 29.49' LT 108TH 30+64.35, 22.75' RT 108TH 30+64.35, 22.22' LT 108TH 31+09.40, 28.06' LT 108TH 31+15.85, 29.54' RT 108TH 30+19.37, 28.02' RT 108TH 31+99.25, 37.97' RT 22 LF 23 LF 108TH 30+21.11, 29.52' LT 108TH 31+70.85, 29.54' RT 108TH 30+35.37, 0.46' RT 108TH 30+55.37, 5.30' LT 108TH 30+55.37, 6.16' RT 108TH 30+73.37, 5.28' LT 108TH 30+93.38, 0.36' RT 108TH 30+73.39, 6.12' RT12'11'11'11'14'108TH 30+18.66, 36.10' RT 26 26 27 26 26 28 28 17 17 32 32 31 31 31 7 7 3333 C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C8.20.dwg | Layout: 1C8.22PLOTTED: Nov 16, 2021-02:32:21pm By KHANM1XREFS: X-LEGEND.dwg; I-LINE_X-DESIGN-RENTON.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-PARCEL-INFO.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-BS_Kent.dwg; X-TOPO.dwg; X-ROW_PROP.dwg; 18229-SV-ROW.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER RENTON SEGMENT SIGNING & STRIPING PLAN 108TH 28+00 TO 108TH 33+00 1C8.22 338 A. VILLAR C. WILCOX S. FORMAN   20'40' SCALE: 1" = 20' 0' R-4214338 1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40-02 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02 PAINT CURB (COLOR AS NOTED) YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01. BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 INSTALL NEW SIGN (AS NOTED) RELOCATE SIGN REMOVE SIGN MODIFY SIGN WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M-40.10-03 1 2 SIGNING AND STRIPING NOTES GENERAL NOTES LEGEND EXISTING SIGN PROPOSED SIGN 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 52+00 53+00 54+00 55+00 56+00 57+00108TH AVE SE (SR 515)SE 192ND STCITY OF RENTON(108TH-LINE)CITY OF KENT322305-9035 662340-0101 662340-0107 662340-0170 662340-0183 P23-1 E23-1 108TH 53+50.43, 29.43' LT 108TH 54+43.28, 27.41' LT 108TH 54+55.95, 36.95' LT 108TH 54+62.13, 49.85' LT 4 LF 108TH 54+05.43, 29.43' LT 26 28 17 31 32 SEE VOLUME 2 FOR CITY OF KENT IMPROVEMENTS C:\pw_workdir\den003\jeg_khanm1\d0601389\1 C8.20.dwg | Layout: 1C8.23PLOTTED: Nov 16, 2021-02:34:44pm By KHANM1XREFS: X-LEGEND.dwg; I-LINE_X-DESIGN-RENTON.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-PARCEL-INFO.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-BS_Kent.dwg; X-TOPO.dwg; X-ROW_PROP.dwg; 18229-SV-ROW.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER RENTON SEGMENT SIGNING & STRIPING PLAN 108TH 52+00 TO 108TH 57+00 1C8.23 339 A. VILLAR C. WILCOX S. FORMAN   20'40' SCALE: 1" = 20' 0' R-4214339 4D 12" SYMBOL 5D 3D 3D BLACK ON WHITE SCALE: ONE-WAY CROSS BIKE PAVEMENT MARKING DETAIL NTS D -SCALE: BAT LANE SIGN DETAIL NTS B - SCALE: RED BUS LANE PAVEMENT MARKINGS DETAIL 1"=5' A - SCALE: BIKE LANE BUFFER DETAIL NTS C -C:\pw_workdir\den003\jeg_khanm1\d0601389\1 CD.01.dwg | Layout: 1CD.01PLOTTED: Nov 05, 2021-03:14:28pm By KHANM1XREFS: KCMTD-BORDER_2020.dwg; X-LEGEND.dwg; 18229-SV-BS_Renton.dwg; X-RDWY_RENTON.dwg; X-SN-CHANN_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER RENTON SEGMENT STRIPING DETAILS   1CD.01 340 A. VILLAR M. KHAN S. FORMAN   R-4214340 SCALE: CURB MOUNTED DELINEATOR POSTS DETAIL NTS E - SCALE: BIKE DETECTOR PAVEMENT MARKING DETAIL NTS F - SCALE: REDUCED BIKE LANE BUFFER DETAIL NTS G - SCALE: DOTTED LINE EXTENSIONS DETAIL NTS H - SCALE: SPEED BUMP SYMBOL DETAIL NTS J -DIRECTION OFTRAVELSYMBOL & LANE ℄C:\pw_workdir\den003\jeg_khanm1\d0601389\1 CD.01.dwg | Layout: 1CD.02PLOTTED: Nov 05, 2021-03:14:47pm By KHANM1XREFS: KCMTD-BORDER_2020.dwg; X-LEGEND.dwg; 18229-SV-BS_Renton.dwg; X-RDWY_RENTON.dwg; X-SN-CHANN_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER RENTON SEGMENT STRIPING DETAILS   1CD.02 341 A. VILLAR M. KHAN S. FORMAN   SCALE: BICYCLE LANE LAYOUT AT INTERSECTIONS DETAIL 1:10 I - R-4214341 PROPOSED SIGN SCHEDULE SIGN NO. P1-1 P1-2 P1-3 P1-4 P1-5 P1-6 P1-7 P2-1 P2-2 P2-3 P3-1 P3-2 P3-3 P3-4 P3-5 P3-6 P3-7 P3-8 P4-1 P4-2 P4-3 P4-4 P4-5 P4-6 P5-1 P5-2 P6-1 P6-2 P6-3 P6-4 P7-1 P7-2 P7-3 P7-4 P7-5 P7-6 P7-7 DESCRIPTION BIKE LANE ENDS BIKE LANE BEGIN LEFT LANE MUST TURN LEFT EXCEPT BICYCLES DO NOT ENTER NO PARKING ANY TIME LEFT ONLY ARROW EXCEPT BICYCLES LEFT ONLY AROW EXCEPT BICYCLES BIKE LANE ENDS LEFT ONLY ARROW EXCEPT BICYCLES BIKE LANE BEGIN BUS LAYOVER SIGN BUS LAYOVER SIGN BUS LAYOVER SIGN NO PARKING ANY TIME NO PARKING ANY TIME NO PARKING ANY TIME BAT LANE SIGN BAT LANE SIGN BAT LANE SIGN BAT LANE SIGN BAT LANE SIGN BAT LANE SIGN BAT LANE SIGN BAT LANE SIGN BAT LANE SIGN BAT LANE SIGN BAT LANE SIGN BUS STOP SIGN BUS STOP SIGN SIGN CODE R3-17 R3-17bP R3-17 M4-1101 R3-7L R3-7bP R5-1 R7-1L R3-5L R3-7bP R3-5L R3-7bP R3-17 R3-17bP R3-5L R3-7bP R3-17 M4-1101 R7-107A R7-107A R7-107A R7-1R R7-1R R7-1R SP SP SP SP SP SP SP SP SP SP SP SP SP LOCATION* 2ND 10+59.05 24.4' LT 2ND 10+59.04 24.4' LT 2ND 10+47.31 24.5' LT 2ND 10+47.31 24.5' LT LOG 10+25.95 42.8' LT LOG 10+25.95 42.8' LT LOG 10+25.95 42.8' LT MOR 10+70.95 22.2' RT MOR 10+68.80 15.7' LT MOR 10+68.80 15.7' LT 2ND 20+00.48 79.6' LT 2ND 20+00.48 79.6' LT 2ND 19+75.45 52.6' LT 2ND 19+75.45 52.6' LT 2ND 16+95.51 67.7' LT 2ND 16+95.51 67.7' LT MOR 10+57.17 584.8' RT MOR 10+57.17 584.8' RT MOR 12+10.97 23.0' RT MOR 13+40.97 23.0' RT MOR 14+81.03 23.0' RT MOR 14+95.27 22.0' RT MOR 12+32.75 22.5' RT MOR 13+48.33 22.6' RT GRA 10+82.12 48.1' RT GRA 13+80.34 48.1' RT GRA 15+87.76 44.9' RT GRA 18+19.34 48.9' RT GRA 17+88.92 43.0' LT GRA 14+69.34 43.0' LT GRA 19+59.50 43.0' LT GRA 22+12.74 43.0' LT GRA 23+13.25 43.0' LT GRA 22+55.21 48.8' RT GRA 20+25.47 48.9' RT GRA 23+62.54 54.1' RT GRA 23+31.27 43.4' LT SIGN SIZE X" 24" 24" 24" 24" 30" 24" 36" 12" 30" 24" 30" 24" 24" 24" 30" 24" 24" 24" VAR VAR VAR 12" 12" 12" 36" 36" 36" 36" 36" 36" 36" 36" 36" 36" 36" VAR VAR SIGN SIZE Y" 18" 8" 18" 8" 30" 12" 36" 18" 36" 12" 36" 12" 18" 8" 36" 12" 18" 8" VAR VAR VAR 18" 18" 18" 48" 48" 48" 48" 48" 48" 48" 48" 48" 48" 48" VAR VAR REMARKS MOUNT SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. MOUNT SIGN BELOW P1-1. MOUNT SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. MOUNT SIGN BELOW P1-3. MOUNT SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. MOUNT SIGN BELOW P1-5. MOUNT SIGN ON BACK OF P1-5. MOUNT SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. MOUNT SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. MOUNT SIGN BELOW P2-2. MOUNT SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. MOUNT SIGN BELOW P3-1. MOUNT SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. MOUNT SIGN BELOW P3-1. MOUNT SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129 ABOVE P3-6. MOUNT SIGN ABOVE E3-1. MOUNT SIGN ON BACK OF P3-3. MOUNT SIGN ON BACK OF P3-4. TO BE INSTALLED BY METRO. TO BE INSTALLED BY METRO. TO BE INSTALLED BY METRO. MOUNT SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. MOUNT SIGN ON EXISTING METAL POLE PER CITY OF RENTON STD PLAN 129. MOUNT SIGN ON EXISTING LUMINAIRE PER CITY OF RENTON STD PLAN 129. SEE SHEET 1CD.01 FOR SIGN DETAIL. MOUNT SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. SEE SHEET 1CD.01 FOR SIGN DETAIL. MOUNT SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. SEE SHEET 1CD.01 FOR SIGN DETAIL. MOUNT SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. SEE SHEET 1CD.01 FOR SIGN DETAIL. MOUNT SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. SEE SHEET 1CD.01 FOR SIGN DETAIL. MOUNT SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. SEE SHEET 1CD.01 FOR SIGN DETAIL. MOUNT SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. SEE SHEET 1CD.01 FOR SIGN DETAIL. MOUNT SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. SEE SHEET 1CD.01 FOR SIGN DETAIL. MOUNT SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. SEE SHEET 1CD.01 FOR SIGN DETAIL. MOUNT SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. SEE SHEET 1CD.01 FOR SIGN DETAIL. MOUNT SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. SEE SHEET 1CD.01 FOR SIGN DETAIL. MOUNT SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. TO BE INSTALLED BY METRO. TO BE INSTALLED BY METRO. PROPOSED SIGN SCHEDULE SIGN NO. P8-1 P8-2 P8-3 P8-4 P8-5 P9-1 P9-2 P10-1 P11-1 P11-2 P12-1 P12-2 P12-3 P12-4 P13-1 P13-2 P14-1 P14-2 P14-3 P14-4 P14-5 P14-6 P14-7 P14-8 P15-1 P15-2 P15-3 P15-4 P16-1 P16-2 P22-1 P22-2 P22-3 P22-4 P22-5 P23-1 DESCRIPTION BAT LANE SIGN YIELD HERE TO PEDESTRIANS YIELD HERE TO PEDESTRIANS BAT LANE SIGN BAT LANE SIGN BAT LANE SIGN BAT LANE SIGN BAT LANE SIGN BUS STOP SIGN BUS STOP SIGN BUS STOP SIGN BUS STOP SIGN STOP HERE FOR PEDESTRIANS STOP HERE FOR PEDESTRIANS BUS STOP SIGN BUS STOP SIGN PEDESTRIAN AHEAD STOP HERE FOR PEDESTRIANS PEDESTRIAN AHEAD STOP HERE FOR PEDESTRIANS BUS STOP SIGN BUS STOP SIGN BUS STOP SIGN BUS STOP SIGN STOP HERE FOR PEDESTRIANS STOP HERE FOR PEDESTRIANS BUS STOP SIGN BUS STOP SIGN PEDESTRIAN STOP HERE FOR PEDESTRIANS BUS STOP SIGN STOP HERE FOR PEDESTRIANS BUS STOP SIGN BUS STOP SIGN SIGN CODE SP R1-5L R1-5L SP SP SP SP SP SP SP SP SP R1-5b R1-5b SP SP W11-2 W16-9P R1-5b W11-2 W16-9P R1-5b SP SP SP SP R1-5b R1-5b SP SP W11-2 R1-5b SP R1-5b SP SP LOCATION* GRA 24+41.55 45.8' LT TAL-B 10+43.83 85.0' RT TAL-B 10+58.79 112.9' RT TAL-B 12+61.68 57.7' RT TAL-B 13+36.78 52.0' LT TAL-B 16+06.71 51.7' RT TAL-B 16+56.53 51.0' LT TAL-B 19+11.67 51.7' RT TAL-B 35+01.78 44.3' RT TAL-B 37+05.45 36.4' LT TAL-21 25+99.72 21.3' LT TAL-21 28+29.04 21.9' RT TAL-21 25+88.78 20.6' LT TAL-21 25+10.93 17.1' RT TAL-21 56+29.18 25.9' LT TAL-21 57+10.05 18.7' RT TAL-21 72+69.63 19.7' RT TAL-21 72+69.63 19.7' RT TAL-21 73+29.67 23.0' RT TAL-21 74+87.72 23.3' LT TAL-21 74+87.72 23.3' LT TAL-21 74+17.95 25.0' LT TAL-21 71+76.68 19.6' LT TAL-21 75+07.29 23.1' RT TAL-21 88+94.24 28.4' RT TAL-21 88+20.44 25.5' LT TAL-21 88+94.24 28.4' RT TAL-21 89+67.31 28.7' LT CAR 33+79.72 29.7' RT CAR 33+37.35 30.1' LT 108TH 31+10.14 36.0' LT 108TH 31+10.14 36.0' LT 108TH 31+69.68 33.1' RT 108TH 30+18.66 36.1' RT 108TH 29+67.28 31.5' LT 108TH 53+51.60 33.0' LT SIGN SIZE X" 36" 18" 18" 36" 36" 36" 36" 36" VAR VAR VAR VAR 18" 18" VAR VAR 24" 24" 18" 24" 24" 18" VAR VAR VAR VAR 18" 18" VAR VAR 24" 18" VAR 18" VAR VAR SIGN SIZE Y" 48" 18" 18" 48" 48" 48" 48" 48" VAR VAR VAR VAR 18" 18" VAR VAR 24" 10" 18" 24" 10" 18" VAR VAR VAR VAR 18" 18" VAR VAR 24" 18" VAR 18" VAR VAR REMARKS SEE SHEET 1CD.01 FOR SIGN DETAIL. MOUNT SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. MOUNT SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. MOUNT SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. SEE SHEET 1CD.01 FOR SIGN DETAIL. MOUNT SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. SEE SHEET 1CD.01 FOR SIGN DETAIL. MOUNT SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. SEE SHEET 1CD.01 FOR SIGN DETAIL. MOUNT SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. SEE SHEET 1CD.01 FOR SIGN DETAIL. MOUNT SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. SEE SHEET 1CD.01 FOR SIGN DETAIL. MOUNT SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. TO BE INSTALLED BY METRO. TO BE INSTALLED BY METRO. TO BE INSTALLED BY METRO. TO BE INSTALLED BY METRO. MOUNT SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. MOUNT SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. TO BE INSTALLED BY METRO. TO BE INSTALLED BY METRO. MOUNT SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. MOUNT SIGN ABOVE P14-2. MOUNT SIGN BELOW P14-1. MOUNT SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. MOUNT SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. MOUNT SIGN ABOVE P14-5. MOUNT SIGN BELOW P14-4. MOUNT SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. TO BE INSTALLED BY METRO. TO BE INSTALLED BY METRO. TO BE INSTALLED BY METRO. TO BE INSTALLED BY METRO. MOUNT SIGN BELOW P15-1. MOUNT SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. TO BE INSTALLED BY METRO. TO BE INSTALLED BY METRO. MOUNT SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. MOUNT SIGN ABOVE P22-2. MOUNT SIGN BELOW P22-1. TO BE INSTALLED BY METRO. MOUNT SIGN ON SINGLE METAL POST PER CITY OF RENTON STD PLAN 129. MOUNT SIGN BELOW RELOCATED W11-2 SIGN. TO BE INSTALLED BY METRO. TO BE INSTALLED BY METRO.C:\pw_workdir\den003\jeg_khanm1\d0601389\1 SS.01.dwg | Layout: 1SS.01PLOTTED: Nov 05, 2021-03:41:12pm By KHANM1XREFS: KCMTD-BORDER_2020.dwg; X-LEGEND.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-ALIGN.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER RENTON SEGMENT SIGN SCHEDULE   1SS.01 342 A. VILLAR C. WILCOX S. FORMAN   *STATIONS AND OFFSETS ARE CALLED OUT TO THE CENTER OF THE POST. R-4214342 EXISTING SIGN SCHEDULE SIGN NO.TABLE SIGN CODE LOCATION SIGN SIZE X" SIGN SIZE Y"REMARKS E1-1 BUS STOP SIGN EX LOG 11+97.04 163.0' LT EX EX EXISTING SIGN TO BE MODIFIED BY METRO E1-2 BUS STOP SIGN EX LOG 12+56.86 119.9' LT EX EX EXISTING SIGN TO BE MODIFIED BY METRO E1-3 SCHOOL ADVANCE SIGN EX 2ND 10+47.31 24.5' LT EX EX REMOVE EXISTING SIGN E1-4 AHEAD EX 2ND 10+47.31 24.5' LT EX EX REMOVE EXISTING SIGN E3-1 STOP SIGN EX 2ND 16+89.96 61.5' LT EX EX RELOCATE EXISTING SIGN E3-2 ONE WAY (LEFT/RIGHT)EX 2ND 16+89.96 61.5' LT EX EX RELOCATE EXISTING SIGN E3A-1 BUS STOP SIGN EX 2ND 23+84.76 19.8' RT EX EX EXISTING SIGN TO BE MODIFIED BY METRO E4-1 TWO HOUR PARKING (TIME) TO (TIME)EX MOR 12+32.75 22.6' RT EX EX REMOVE EXISTING SIGN E4-2 TWO HOUR PARKING (TIME) TO (TIME)EX MOR 13+48.33 22.6' RT EX EX REMOVE EXISTING SIGN E4-3 TWO HOUR PARKING (TIME) TO (TIME)EX MOR 14.81.02 22.5' RT EX EX REMOVE EXISTING SIGN E4A-1 BUS STOP SIGN EX 3RD 18+70.30 23.2' LT EX EX EXISTING SIGN TO BE MODIFIED BY METRO E4B-1 BUS STOP SIGN EX 3RD 25+99.22 24.2' LT EX EX EXISTING SIGN TO BE MODIFIED BY METRO E4C-1 BUS STOP SIGN EX RAI 23+65.17 40.3' RT EX EX EXISTING SIGN TO BE MODIFIED BY METRO E4C-2 BUS STOP SIGN EX RAI 25+86.87 50.4' LT EX EX EXISTING SIGN TO BE MODIFIED BY METRO E4D-1 BUS STOP SIGN EX RAI 35+85.18 26.9' LT EX EX EXISTING SIGN TO BE MODIFIED BY METRO E4E-1 BUS STOP SIGN EX 7TH 12+74.64 40.9' RT EX EX EXISTING SIGN TO BE MODIFIED BY METRO E5-1 PEDESTRIAN DIRECTIONAL SIGN EX GRA 10+93.34 48.1' LT EX EX RELOCATE EXISTING SIGN E6-1 YIELD SIGN EX GRA 14+63.32 49.4' RT EX EX RELOCATE EXISTING SIGN E6-2 NO TRUCKS EX GRA 15+68.31 78.0' LT EX EX REMOVE EXISTING SIGN E7-1 BUS STOP SIGN EX GRA 23+28.03 32.6' LT EX EX REMOVE EXISTING SIGN E7-2 SPEED LIMIT SIGN (35 MPH)EX GRA 23+51.32 42.8' LT EX EX RELOCATE EXISTING SIGN E7-3 RIGHT LANE MUST TURN RIGHT EX GRA 23+50.57 42.5' RT EX EX RELOCATE EXISTING SIGN E7-4 PRIVATE NO PARKING SIGN EX GRA 23+50.60 56.9' RT EX EX RELOCATE EXISTING SIGN E8-1 YIELD SIGN EX GRA 24+49.76 55.4' RT EX EX REMOVE EXISTING SIGN E8-2 STOP SIGN EX TAL-B 13+59.22 65.9' LT EX EX RELOCATE EXISTING SIGN E9-3 INTERSECTION LANE CONTROL EX TAL-B 15+82.73 40.0' LT EX EX RELOCATE EXISTING SIGN E9-5 BUS STOP SIGN EX TAL-B 18+20.77 36.4' RT EX EX EXISTING SIGN TO BE MODIFIED BY METRO E10A-1 BUS STOP SIGN EX TAL-B 25+73.85 37.3' LT EX EX EXISTING SIGN TO BE MODIFIED BY METRO E11-1 BUS STOP SIGN EX TAL-B 35+01.46 44.5' RT EX EX REMOVE EXISTING SIGN E11A-1 BUS STOP SIGN EX TAL-21 15+42.94 21.9' LT EX EX REMOVE EXISTING SIGN E11A-2 BUS STOP SIGN EX TAL-21 15+80.10 22.5' RT EX EX REMOVE EXISTING SIGN E12-1 STOP SIGN EX TAL-21 25+63.33 31.8' RT EX EX RELOCATE EXISTING SIGN E12-2 BUS STOP SIGN (OLD TYPE)EX TAL-21 26+05.52 24.9' LT EX EX REMOVE EXISTING SIGN EXISTING SIGN SCHEDULE SIGN NO.DESCRIPTION SIGN CODE LOCATION SIGN SIZE X" SIGN SIZE Y"REMARKS E12-3 BUS STOP SIGN EX TAL-21 26+47.38 23.1' RT EX EX REMOVE EXISTING SIGN E12A-1 BUS STOP SIGN EX TAL-21 33+22.67 25.3' LT EX EX REMOVE EXISTING SIGN E12A-2 BUS STOP SIGN EX TAL-21 35+53.45 23.0' RT EX EX REMOVE EXISTING SIGN E12B-1 BUS STOP SIGN EX TAL-21 38+83.48 23.5' LT EX EX REMOVE EXISTING SIGN E12B-2 BUS STOP SIGN EX TAL-21 40+97.73 20.8' RT EX EX REMOVE EXISTING SIGN E13-1 BUS STOP SIGN EX TAL-21 56+11.97 22.5' RT EX EX REMOVE EXISTING SIGN E13-2 BUS STOP SIGN EX TAL-21 56+13.00 24.2' LT EX EX REMOVE EXISTING SIGN E14-1 BUS STOP SIGN EX TAL-21 72+09.06 20.8' RT EX EX REMOVE EXISTING SIGN E14-2 BUS STOP SIGN EX TAL-21 72+40.73 22.6' LT EX EX REMOVE EXISTING SIGN E14-3 STOP SIGN EX TAL-21 72+53.16 22.4' LT EX EX RELOCATE EXISTING SIGN E14-4 CROSSROAD NAME SIGN (S 37TH ST)EX TAL-21 72+53.16 22.4' LT EX EX RELOCATE EXISTING SIGN E14-5 CROSSROAD NAME SIGN (TALBOT RD S)EX TAL-21 72+53.16 22.4' LT EX EX RELOCATE EXISTING SIGN E14-6 STOP SIGN EX TAL-21 73+72.00 28.7' RT EX EX REMOVE EXISTING SIGN E14-7 NO PARKING ANY TIME EX TAL-21 73+87.78 28.6' RT EX EX RELOCATE EXISTING SIGN E14-8 NO PARKING ANY TIME EX TAL-21 75+33.27 31.5' RT EX EX RELOCATE EXISTING SIGN E14-9 CROSSROAD NAME SIGN (S 38TH CT)EX TAL-21 75+33.27 31.5' RT EX EX RELOCATE EXISTING SIGN E14-10 CROSSROAD NAME SIGN (TALBOT RD S)EX TAL-21 75+33.27 31.5' RT EX EX RELOCATE EXISTING SIGN E14A-1 BUS STOP SIGN EX TAL-21 83+65.93 28.3' RT EX EX REMOVE EXISTING SIGN E14A-2 BUS STOP SIGN EX TAL-21 80+56.17 28.4' LT EX EX REMOVE EXISTING SIGN E15-1 BUS STOP SIGN EX TAL-21 88+89.08 28.6' RT EX EX REMOVE EXISTING SIGN E15-2 BUS STOP SIGN EX TAL-21 89+84.01 28.9' LT EX EX REMOVE EXISTING SIGN E15A-1 BUS STOP SIGN EX CAR 12+75.94 37.9' RT EX EX EXISTING SIGN TO BE MODIFIED BY METRO E15B-1 BUS STOP SIGN EX CAR 19+65.67 45.9' RT EX EX EXISTING SIGN TO BE MODIFIED BY METRO E15B-2 BUS STOP SIGN EX CAR 20+66.78 23.5' LT EX EX EXISTING SIGN TO BE MODIFIED BY METRO E16-1 BUS STOP SIGN EX CAR 33+80.61 28.3' RT EX EX REMOVE EXISTING SIGN E16-2 BUS STOP SIGN EX CAR 35+52.62 27.9' LT EX EX REMOVE EXISTING SIGN E22-1 ADVANCE PEDESTRIAN CROSSING SIGN EX 108TH 30+52.65 34.5' RT EX EX RELOCATE EXISTING SIGN E22-2 BUS STOP SIGN EX 108TH 30+98.63 35.7' LT EX EX REMOVE EXISTING SIGN E22-3 BUS STOP SIGN EX 108TH 31+65.56 37.0' RT EX EX REMOVE EXISTING SIGN E23-1 BUS STOP SIGN EX 108TH 52+60.07 36.1' LT EX EX REMOVE EXISTING SIGN C:\pw_workdir\den003\jeg_khanm1\d0601389\1 SS.01.dwg | Layout: 1SS.02PLOTTED: Nov 05, 2021-03:41:21pm By KHANM1XREFS: KCMTD-BORDER_2020.dwg; X-LEGEND.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-ALIGN.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER RENTON SEGMENT SIGN SCHEDULE   1SS.02 343 A. VILLAR C. WILCOX S. FORMAN   R-4214343 C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.00.dwg | Layout: 1TS1.00PLOTTED: Nov 05, 2021-10:10:15am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-LEGEND.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL MARK F . WEGE N ERSTATE O F WASHING T ON41141REGISTER E DPRO FESSIONAL E N GINEERMETRO PROJECT ENGINEER RENTON SEGMENT SIGNAL GENERAL NOTES 1TS1.00 344 J. DAVIS J. DAVIS M. WEGENER   GENERAL NOTES 1.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE CITY OF RENTON STANDARDS, WSDOT STANDARD SPECIFICATIONS, LATEST AMENDMENTS TO THE STANDARD SPECIFICATIONS, WSDOT STANDARD PLANS, SPECIAL PROVISIONS AND THESE PLANS. 2.ALL PEDESTRIAN SIGNAL HEADS SHALL BE LED WITH COUNTDOWN DISPLAY. 3.MAST ARM MOUNTED STREET NAME SIGNS SHALL BE IN ACCORDANCE WITH AUTHORITY HAVING JURISDICTION (AHJ) STANDARDS. ALL OTHER MAST ARM MOUNTED SIGN DESIGNATION CODES WILL REFER TO THE CURRENT EDITION OF THE MUTCD UNLESS OTHERWISE NOTED. 4.ALL POLE PENETRATIONS SHALL BE MADE IN THE FIELD. 5.EMERGENCY PRE-EMPTION DETECTORS SHALL BE MOUNTED HIGHER THAN STREET NAME SIGNS OR OTHER CONFLICTING APPURTENANCES ENSURING A CLEAR LINE OF SIGHT. 6.ALL SIGNAL POLES SHALL BE INSTALLED A MINIMUM OF 3 FT FROM THE FACE OF CURB. 7.CONTRACTOR SHALL CONFIRM THAT MINIMUM OF 10 FT CLEARANCE IS PROVIDED BETWEEN SIGNAL POLES/LUMINAIRE POLES PRIOR TO POURING FOUNDATIONS. IF CONFLICT IS DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE RESIDENT ENGINEER IMMEDIATELY. 8.ALL EXISTING FIELD WIRING, WHICH IS NO LONGER NEEDED, SHALL BE REMOVED AFTER NEW SIGNAL TURN-ON. 9.ALL CONDUITS CONTAINING CONDUCTORS SHALL INCLUDE GROUND WIRE. GROUND WIRE SIZE SHALL MATCH THE LARGEST CONDUCTOR (MIN. #8 UNLESS OTHERWISE NOTED). 10.ALL EMPTY / SPARE CONDUITS SHALL CONTAIN PULL TAPE COMPLIANT WITH RELEVANT AHJ SPECIFICATIONS. 11.ALL CABLES INSTALLED BY THE CONTRACTOR SHALL BE LABELED IN EACH JUNCTION BOX AND CONTROLLER CABINET. 12.ALL EXISTING PULL ROPE OR PULL TAPE USED FOR THE INSTALLATION OF NEW CABLING SHALL BE REPLACED WITH A NEW PULL TAPE OF THE TYPE DESCRIBED IN THE SPECIAL PROVISIONS. 13.ALL EXISTING SIGNAL EQUIPMENT SHALL BE MAINTAINED AND PROTECTED IN PLACE UNLESS OTHERWISE NOTED. 14. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIFY THAT MINIMUM OVERHEAD CLEARANCE REQUIREMENT WILL BE SATISFIED. CONTRACTORS SHALL MAKE ADJUSTMENTS THROUGH MOUNTING TYPE IF NEEDED. 15.UTILITY LOCATION (CALL 811 BEFORE YOU DIG) PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES TO UTILITIES DURING CONSTRUCTION. 16.CONTRACTOR SHALL KEEP EXISTING SIGNALS FULLY OPERATIONAL THROUGHOUT CONSTRUCTION UNTIL CHANGED OVER TO NEW SIGNAL SYSTEM, WHICH SHALL OCCUR IN ACCORDANCE WITH AN APPROVED TRAFFIC CONTROL PLAN. TIME FOR SIGNAL CHANGE OVER SHALL BE COORDINATED WITH THE APPROPRIATE JURISDICTION TO MINIMIZE DISRUPTION TO TRAFFIC. 17.THE LOCATION OF ALL PROPOSED CONDUITS, JUNCTION BOXES AND CABINETS SHOWN ON THIS PLAN ARE FOR GRAPHICAL PRESENTATION ONLY. FINAL LOCATIONS SHALL BE VERIFIED WITH THE ENGINEER IN THE FIELD. 18.ALL NEW POLE AND CABINET FOUNDATION LOCATIONS SHALL BE APPROVED BY THE ENGINEER PRIOR TO EXCAVATION. CONTRACTOR SHALL CHECK FOR MINIMUM OVERHEAD CLEARANCE OF 16'6" FOR ALL SIGNAL HEADS ABOVE THE STREET PRIOR TO POURING OF FOUNDATION. 19.ALL PEDESTRIAN HEADS, PUSH BUTTONS AND SIGNAL HEADS SHALL BE SECURELY AND COMPLETELY COVERED WITH YELLOW, TAN OR WHITE MATERIAL WHILE NOT IN OPERATION. 20.NEW APS STYLE PUSH BUTTON ASSEMBLIES SHALL BE INSTALLED FACING THE INTERSECTION AND PARALLEL WITH THE ASSOCIATED CROSSWALK. ORIENTATION OF THE APS PUSH BUTTON SHALL BE VERIFIED BY THE ENGINEER IN THE FIELD PRIOR TO ORDERING THE PUSH BUTTON. INSTALL PEDESTRIAN PUSH BUTTON PER WSDOT STANDARD PLAN J-20.26-01. 21.ALL NEW AND EXISTING JUNCTION BOXES TO BE REPLACED SHALL BE NON-SKID TYPE. WHEN PLACED IN A SIDEWALK, JUNCTION BOXES SHALL BE LOCATED 4 FT AWAY FROM ALL SIGNAL POLES THAT HAVE A PUSH BUTTON MOUNTED ON THEM. SEE SPECIAL PROVISIONS. 22.ALL VEHICLE SIGNAL HEADS SHALL BE LED TYPE AND SHALL BE INSTALLED WITH NEW TUNNEL VISORS, SQUARE DOORS AND 5" BACKPLATES WITH 1" YELLOW RETROFLECTIVE TAPE. 23.SIGNS ARE NOT TO SCALE. ALL SIGN DIMENSIONS SHALL BE VERIFIED WITH THE ENGINEER AND MANUFACTURER PRIOR TO FABRICATION. SUBMIT PROOFS OF ALL SIGNS FOR APPROVAL. 24.SIGNAL POLE, LUMINAIRE AND CABINET FOUNDATIONS SHALL BE CLASS 4000P CONCRETE. 25.ALL PROPOSED SIGNAL POLE FOUNDATIONS AND EXISTING MODIFIED SIGNAL POLE FOUNDATIONS SHALL INCLUDE A CONCRETE PAD AROUND THE FOUNDATION. PROPOSED OR EXISTING SIDEWALK SHALL BE CONSIDERED PART OF THE FOUNDATION PAD. FOUNDATION PAD SHALL BE AT LEAST 2 FEET OFFSET FROM THE SIGNAL POLE FOUNDATION, AS SPACE ALLOWS. 26.WHEN THE TRAFFIC SIGNAL IS OPERATIONAL, VEHICLE DETECTION SHALL BE MAINTAINED AND REMAIN FUNCTIONAL. NEW PERMANENT / TEMPORARY VIDEO DETECTION SHALL BE INSTALLED AND OPERATIONAL PRIOR TO DESTROYING ANY EXISTING VEHICLE DETECTION. 27.ALL TRAFFIC SIGNAL SYSTEMS, ILLUMINATION SYSTEMS OR OTHER ELECTRICAL TRANSPORTATION SYSTEMS ARE SUBJECT TO INSPECTION BY CITY OF RENTON TRANSPORTATION OPERATIONS MAINTENANCE DEPARTMENT PRIOR TO FINAL ACCEPTANCE. CONTRACTOR TO COORDINATE INSPECTION WITH THE TRANSPORTATION OPERATIONS MAINTENANCE MANAGER OR OTHER TRANSPORTATION OPERATIONS MAINTENANCE REPRESENTATIVE. LEGEND MAST ARM POLE LUMINAIRE PEDESTRIAN PUSH BUTTON PEDESTAL SIGNAL PEDESTAL VEHICLE SIGNAL HEAD VEHICLE SIGNAL HEAD WITH BACKPLATE PEDESTRIAN SIGNAL HEAD APS PUSH BUTTON EMERGENCY VEHICLE PRE-EMPTION DETECTOR MAST ARM SIGN JUNCTION BOX TYPE 1 JUNCTION BOX TYPE 2 JUNCTION BOX TYPE 8 ELECTRICAL SERVICE CABINET CONTROLLER CABINET UNDERGROUND CONDUIT BICYCLE SIGNAL HEAD RRFB VIDEO DETECTION CAMERA LOOP DETECTOR CCTV PROPOSEDEXISTING VV R-4214344 SSSSSSSSSSSSSSSSSSSSSSSSSSS10+00 10+00v C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.01.dwg | Layout: 1TS1.01APLOTTED: Nov 05, 2021-10:11:07am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-ROW_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-UT_RENTON.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL MARK F . WEGE N ERSTATE O F WASHING T ON41141REGISTER E DPRO FESSIONAL E N GINEERMETRO PROJECT ENGINEERLOGAN AVE S(LOG-LINE)10'20' SCALE: 1" = 20' 0' RENTON SEGMENT SIGNAL PLAN S 2ND ST & LOGAN AVE S 1TS1.01A J. DAVIS J. DAVIS M. WEGENER   1 2 3 4 5 6 7 8 41 PHASES 4 CHANNEL A B PRE-EMPTION SCHEDULE PROTECTED VEHICLE MOVEMENT PEDESTRIAN MOVEMENT BIKE MOVEMENT PHASE DIAGRAM 42 48 27 47 26 21 22 23 46 24 44 43 EVP B EVP A11 49 S 2ND ST (2ND-LINE) 3 4 2 1 2 1 5 SIGNAL HEADS 12" 12"Y R 12"G EXISTING 21, 22, 41 42, 43 49, 2546, 47, 48 24, 26, 27 NEW 2 NOT USED NOT USED NOT USED NOT USED ONE WAY R6-1 (R) (EXISTING) S1 SIGNS S1 SIGNAL S2 R10-10b (18" W x 24" H) S2 NOTES: 1.FOR GENERAL NOTES AND SYMBOLOGY SEE 1TS1.00. 2.FOR SIGNAL POLE DETAILS SEE 1TS1.01C. 3.FOR CONDUIT RUN AND WIRING INFORMATION SEE 1TS1.01D. 4.FOR CONSTRUCTION NOTES SEE 1TS1.01B. 5.FOR ILLUMINATION PLANS, SERVICE BREAKER PANEL SCHEDULE AND DETAILS SEE XXXXX. 6.FOR ITS PLANS AND DETAILS SEE XXXXX. 7.FOR TREE PROTECTION PLANS SEE XXXXX. 8.NEW VEHICLE SIGNAL HEAD 23 SHALL BE INSTALLED WITH NEW MOUNTING TYPE "M" ON EXISTING MAST ARM PER WSDOT STANDARD PLAN J-75.20. 9.NEW BIKE SIGNAL HEADS 11 AND 12 SHALL BE INSTALLED WITH NEW MOUNTING TYPE "F" ON NEW TYPE I POLE PER WSDOT STANDARD PLAN J-75.10. 10.NEW COUNTDOWN PEDESTRIAN SIGNAL HEAD 25 AND 49 SHALL BE INSTALLED WITH NEW MOUNTING TYPE "A" ON NEW TYPE I POLE PER WSDOT STD. PLAN J-75.10. BIKE 8" 8" 8"G 11 Y R G 12 Y R 8" 8" 8"G 23 Y R 12" 12" 12" NOT USED S6 S7 S5 S4 S8 12 25 NO TURN ON RED R10-11b (36" W x 36" H) S3 ONLY S7 R3-5L (30" W x 36" H) S4 LOGAN AVE S D3-301 (RELOCATED)S5 To 405 INTERSTATE To 405 INTERSTATE S6 S8 SPECIAL (RELOCATED)SPECIAL (RELOCATED) S3 345 R-4214345 SSSSSSSSSSSSSSSSSSSSSS SSS SS 10+0011+00 10+00 11+00vC:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.01.dwg | Layout: 1TS1.01BPLOTTED: Nov 05, 2021-10:11:25am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-ROW_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-UT_RENTON.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL MARK F . WEGE N ERSTATE O F WASHING T ON41141REGISTER E DPRO FESSIONAL E N GINEERMETRO PROJECT ENGINEERLOGAN AVE S(LOG-LINE)REMOVE AND SALVAGE EXISTING TYPE PS SIGNAL POLE AND EXISTING PEDESTRIAN SIGNAL HEADS. PROTECT EXISTING FOUNDATION AND ANCHOR BOLTS IN PLACE. FURNISH AND INSTALL TYPE I SIGNAL POLE ON EXISTING FOUNDATION. FURNISH AND INSTALL TWO 3-SECTION BICYCLE SIGNAL HEADS AND MOUNT THEM USING A TYPE F TOP MOUNT PER WSDOT STANDARD PLAN J-75.10. FURNISH AND INSTALL TWO PEDESTRIAN SIGNAL HEADS AND MOUNT USING A TYPE C MOUNT PER WSDOT STANDARD PLAN J-75.10. FURNISH AND INSTALL ONE R10.1B SIGN ON POLE. RELOCATE AND INSTALL EXISTING R6-1 (R) SIGN FROM EXISTING PS POLE TO NEW TYPE I SIGNAL POLE. RETURN ALL SALVAGED SIGNAL EQUIPMENT IN ITS EXISTING CONDITION TO THE CITY OF RENTON UNLESS OTHERWISE NOTED. PROTECT EXISTING TYPE III SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. REMOVE EXISTING SIGNAL HEAD 23. FURNISH AND INSTALL NEW SIGNAL HEAD 23.RELOCATE SIGNS PER 1TS1.01C. FURNISH AND INSTALL R3-5L SIGN TO EXISTING MAST ARM. PROTECT EXISTING TYPE PS SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. REMOVE R6-1 (R) SIGN AND RE-INSTALL LOWER ON POLE AT BACK OF "RIGHT LANE MUST TURN RIGHT" SIGN. INSTALL R10-11B SIGN ON TOP OF POLE. PROTECT EXISTING TYPE III SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. RELOCATE SIGNS PER 1TS1.01C. FURNISH AND INSTALL ONE FLIR VIDEO DETECTION CAMERA ON THE EXISTING MAST ARM BETWEEN HEADS 41 AND 42, AIMED TOWARDS THE V11 BICYCLE DETECTION ZONE. FURNISH AND INSTALL R10-11B SIGN ON EXISTING MAST ARM. PROTECT EXISTING CONTROLLER AND SERVICE CABINET, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. 20'40' SCALE: 1" = 40' 0' S 2ND ST (2ND-LINE) RENTON SEGMENT DETECTION PLAN & WIRING SCHEDULE S 2ND ST & LOGAN AVE S 1TS1.01B J. DAVIS J. DAVIS M. WEGENER   V11 1 CONSTRUCTION NOTES: 5 2 3 4 3 WIRE SCHEDULE NO. CONDUIT SIZE PPB / LOOP PRE-EMPTION PED APS VEH HEAD / PED HEAD CCTV VIDEO DETECTION SERVICE STREET LIGHT GROUND PERCENTAGE FILL NOTES 2CS 3CS 4C 5C CAT6e #6 AWG #8 AWG #6 AWG #8 AWG 1 3" (EX)4 PROTECT EXISTING WIRING 2 2" (EX)4 1 3 3" (EX) PROTECT EXISTING WIRING 4 3" (EX)1 PROTECT EXISTING WIRING 5 2" (EX)1 PROTECT EXISTING WIRING # 5 4 2 1 346 R-4214346 C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.01.dwg | Layout: 1TS1.01CPLOTTED: Nov 05, 2021-10:11:27am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-ROW_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-UT_RENTON.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL MARK F . WEGE N ERSTATE O F WASHING T ON41141REGISTER E DPRO FESSIONAL E N GINEERMETRO PROJECT ENGINEER RENTON SEGMENT POLE SCHEDULE S 2ND ST & LOGAN AVE S 1TS1.01C J. DAVIS J. DAVIS M. WEGENER   SIGNAL STANDARD CHART FIELD LOCATION TYPE MAST ARM LENGTH (FT) MOUNTING HEIGHT (FT) SIGNAL MAST ARM DATA LUMINAIRE ARM (FT)POLE ATTACHMENT POINT ANGLES (deg)****FOUNDATION DEPTHS (FT) *REMARKSOFFSET DISTANCE - Z(FT) (POLE CENTERLINE TO ATTACHMENT POINT)WINDLOAD AREAS - XY (FT)²(X)(Y)(Z) = TOTAL (FT)³ **POLE #STATION OFFSET LT.RT.P.O.A.A1 A2 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 B1 B2 B3 B4 B6 B7 B9 B10 B11 B12 C D E1 E2 F1 F2 G1 G2 H I1 I2 3' RD.3' SQ.4' RD. XXXX XXXX X 0 I 0 *** 90 ***270 270 90 180 XXXX XXXX X 0 III 40 18.5 40 40 28.5 25 34 16.5 19.5 9 9.2 9.2 7.5 9.2 7.5 9.3 1703.2 16 0 90 180 270 EXISTING XXXX XXXX X 0 I 270 ***90 180 XXXX XXXX X 0 III 30 18.5 40 28 25 18 21 23 12 9.2 9 9.2 7.5 9.3 1470.1 16 90 90 180 270 EXISTING *FOUNDATION DEPTH IS BASED ON DESIGN LATERAL BEARING PRESSURE OF 1,500 - 2,500 FT^3 BASED ON TBD. **ASSUMES ADDITIONAL 500 FT3 FOR FUTURE EQUIPMENT ON NEW SIGNAL STANDARDS. ***E1 & E2 DESIGNATE POLE MOUNTED SIGNS. ****P.O.A MEASURED FROM "2ND-LINE". 1 POLE AND MAST ARM PER MANUFACTURER'S PLANS. MANUFACTURER'S PLANS SHALL BE SIGNED AND STAMPED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER. ELECTRICAL CURBSTANDARD FOUNDATION GG i ii 3' - 6" MEASURED FROM SIDEWALK SURFACE TO CENTER OF PEDESTRIAN PUSH BUTTON ASSUMES ADDITIONAL 500 FT3 FOR FUTURE EQUIPMENT ON NEW SIGNAL STANDARDS. 9 3 II PPBPPB II, III, SD N/A J-21.15 J-20.16 J-21.10 J-21.10 J-20.15 3 II 9 9 9 LUMINAIRE MAST ARM X Y Z (ft ) MAST ARM LENGTH X Y Z (ft ) FIXED BREAKAWAY PS I J-20.10 J-20.15 J-20.10 J-20.15 J-26.10,J-26.15 J-20.11N/A J-20.10 J-20.20 J-21.20 N/A 8 40'45'50' MAX. 4 SECTION 12"17.0' 20.9'22.0' 20.8'16.5' 53' - 180' MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO ROADWAY G H I a e j j B10 B11a b d a B2 B3 B6 4 1 2 OR SIGN b e 3.0 FT N/A N/A 36.0 SQ. FT. 15.0 SQ. FT. AREA MIN. 17.5'19.2' 18.0'19.7' 16.5' SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY ALL i85°E E FF G H I A1 12' - 0"10' - 0"8' - 0"b c a gg B9 h i LIMITS OF VERTICAL CLEARANCE a b b B1 B4 B5 B7 ROADWAY 7 1 2 1 2 2 1 2 2 3 c 3.0 FT N/A 3.0 FT 7.5 SQ. FT. HEIGHT WIDTH 5 TYPE II, III & SD SIGNAL STANDARD NOTES 6 7 1 2 k B8 2 3 4 3 2 3 4 90° 0° E2 E1 E2 ` 90° 90°E1180° 270° ` ` 5 3 SECTION, 4 SECTION AND GREATER SIGNAL HEADS SHALL USE TYPE M MOUNTING COUPLING INSTALLED AT OFFSET INDICATED IN PLANS. FIELD INSTALLED. SIGN SIZES SHALL NOT EXCEED THE MAXIMUM VALUES LISTED AT RIGHT. LOCATION SHALL BE APPROVED BY CITY OF RENTON ENGINEER PRIOR TO INSTALLATION. VIDEO DETECTION CAMERA LOCATED BETWEEN THROUGH AND LEFT TURN LANE, OR CENTERED ON APPROACH IF LEFT TURN LANE DOES NOT EXIST. 1' - 0" MIN. TO 2' - 6" MAX. FROM POLE CENTERLINE TO SIGN EDGE. FOR POST MOUNTED SIGNS THERE SHALL BE 2' - 0" MIN. FROM THE FACE OF CURB OR THE EDGE OF THE SHOULDER TO THE EDGE OF THE SIGN. PLACEMENT SHALL BE 2' - 0" MIN. FROM FACE OF CURB OR EDGE OF SHOULDER; 3' - 0" MIN. FROM FACE OF GUARDRAIL; 4' - 0" MIN. FROM CONC. BARRIER TYPE 2 (MEASURED FROM A POINT WHERE THE BARRIER BASE MEETS THE SHOULDER SURFACE (TOE). MEASUREMENT TAKEN FROM TRAFFIC SIDE OF BARRIER; TO FACE OF POLE. INSTALL POLE TAG IN FOUNDATION PER RENTON STANDARD PLAN 139. a.VEHICLE DISPLAY b.MAST ARM MTD. SIGN c.STREET NAME SIGN d.PRE-EMPT DETECTOR e. POST MTD. SIGN f. LUMINAIRE g. PEDESTRIAN DISPLAY h. TERMINAL CABINET i. APS PUSH BUTTON j. HANDHOLE k. VIDEO DETECTION CAMERA l. PTZ CAMERA TYPE PPB PPB POST TYPE PS PED. HEAD STANDARD TYPE I VEHICLE HEAD STANDARD DMS OR VMS IS NOT ALLOWED ON THESE POLES.8' - 0"8' - 0"10' - 0"g g g g a THICKENED EDGE FOR FOUNDATIONS LOCATED WITHIN SIDEWALK: ANCHOR BOLTS, PROVIDE ADEQUATE ADDITIONAL LENGTH TO ACCOMMODATE SIDEWALK THICKNESS WHILE MAINTAINING EMBEDMENT REQUIREMENTS. AT LEAST TWO FULL THREADS SHALL EXTEND ABOVE THE TOP HEAVY-HEX NUT. ANCHOR BOLTS MAY BE CUT TO ACCOMMODATE ANCHOR BOLT COVER SIDEWALK & THICKENED EDGE, SIDEWALK THICKNESS DEFINED IN CONTRACT PLANS, PLACE ABOVE AND AROUND PERIMETER OF TOP OF FOUNDATION 1 2" MINIMUM SPACE BETWEEN BOTTOM OF HEAVY-HEX NUT AND CONCRETE MEASURE ATTACHMENT POINT ANGLES CLOCKWISE FROM POLE ORIENTATION LINE (E1 ATTACHMENT POINT) TO THE ATTACHMENT POINT LOCATION ATTACHMENT POINT ALL HANDHOLES AT 180^ FROM E1 ANCHOR BOLT PLATE LOCATION STATION POLE ORIENTATION LINE (E1 ATTACHMENT POINT) POLE ORIENTATION ANGLE (P.O.A.) DEGREES CLOCKWISE FROM OFFSET LINE TO POLE ORIENTATION LINE (E1 ATTACHMENT POINT) STANDARD TYPE POLE 27" 27"2 3 LUMINAIRE, MOUNTING, SHROUD AND ARM PER STD PLANS 117.1 AND 117.3. LUMINAIRE ARM LENGTH PER DESIGN PLANS f l HORIZONTAL DISTANCE FROM STOP LINE 3 SECTION 12" 5 SECTION CLUSTER 12" 16' 14' 12' 10' 8' 6' 52.8 46.2 39.6 33.0 26.4 19.8 6"7" MAX6"POLE ORIENTATION AND ATTACHMENT POINTROADWAYOFFSETLINE D D 45° 2 WSDOT STANDARD PLAN REFERENCES POLE AND ALL RELATED HARDWARE / COMPONENTS SHALL BE PAINTED RAL 9005TS "JET BLACK" UNLESS OTHERWISE SPECIFIED BY CITY OF RENTON TRANSPORTATION ENGINEERING. 3 4 347 R-4214347 C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.01.dwg | Layout: 1TS1.01DPLOTTED: Nov 05, 2021-10:11:31am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-ROW_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-UT_RENTON.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL MARK F . WEGE N ERSTATE O F WASHING T ON41141REGISTER E DPRO FESSIONAL E N GINEERMETRO PROJECT ENGINEER RENTON SEGMENT FIELD TERMINATION DIAGRAM S 2ND ST & LOGAN AVE S 1TS1.01D J. DAVIS J. DAVIS M. WEGENER   TO B E C O M P L E T E D A S P A R T O F T H E 9 0 % S U B MI T T A L 348 R-4214348 C SSSSSSSSSSSSSSSSSSSSS S 14+00 10+00 11+00vv C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.01.dwg | Layout: 1TS1.02APLOTTED: Nov 17, 2021-04:34:18pm By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-ROW_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-UT_RENTON.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL MARK F . WEGE N ERSTATE O F WASHING T ON41141REGISTER E DPRO FESSIONAL E N GINEERMETRO PROJECT ENGINEER S 2ND ST (2ND-LINE)MORRIS AVE S10'20' SCALE: 1" = 20' 0' RENTON SEGMENT SIGNAL PLAN S 2ND ST & MORRIS AVE S 1TS1.02A 349 J. DAVIS J. DAVIS M. WEGENER   1 2 3 4 5 6 7 8 PHASES 2 CHANNEL A & C B PRE-EMPTION SCHEDULE PROTECTED VEHICLE MOVEMENT PEDESTRIAN MOVEMENT BIKE MOVEMENT PHASE DIAGRAM SIGNAL HEADS 12" 12"Y R 12"G EXISTING 22, 23, 24 R Y G 8" 11, 12 48 NEW 4 NOT USED 22 23 41 24 42 48 EVP C EVP B12 49 28 11 EVP A 29 4 5 3 3A 6 6A 8 7 1 1A 3 5 1B 4 13 14 15 16 17 12" 12" 12"G 41, 42 Y R 1 NOT USED NOT USED NOT USED NOT USED 8 21 11 10 9 12 2 1218 8 10 NOTES: 1.FOR GENERAL NOTES AND SYMBOLOGY SEE 1TS1.00. 2.FOR SIGNAL POLE DETAILS SEE 1TS1.02C. 3.FOR CONDUIT RUN AND WIRING INFORMATION SEE 1TS1.02D. 4.FOR CONSTRUCTION NOTES SEE 1TS1.02B. 5.FOR ILLUMINATION PLANS, SERVICE BREAKER PANEL SCHEDULE AND DETAILS SEE XXXXX. 6.FOR ITS PLANS AND DETAILS SEE XXXXX. 7.FOR TREE PROTECTION PLAN SEE XXXXX. 8.NEW BIKE SIGNAL HEAD 11 AND VEHICLE SIGNAL HEAD 21 SHALL BE INSTALLED WITH NEW MOUNTING TYPE "F" ON NEW TYPE I POLE PER WSDOT STANDARD PLAN J-75.10. 9.NEW COUNTDOWN PEDESTRIAN HEAD 29 SHALL BE INSTALLED WITH NEW MOUNTING TYPE "E" ON NEW TYPE I POLE PER WSDOT STD. PLAN J-75.10. 10.NEW COUNTDOWN PEDESTRIAN HEADS 28 AND 49 SHALL BE INSTALLED WITH NEW MOUNTING TYPE "C" ON NEW PS POLE PER WSDOT STD. PLAN J-75.10. 11.NEW BIKE SIGNAL HEAD 12 SHALL BE INSTALLED WITH NEW MOUNTING TYPE "K" ON EXISTING LIGHT POLE PER WSDOT STANDARD PLAN J-75.10. 8" 8" APS PUSH BUTTON MESSAGES PHASE AUDIBLE MESSAGE 1 & 2 "WAIT" "WAIT TO CROSS 2ND AT MORRIS" 4 "WAIT" "WAIT TO CROSS MORRIS AT 2ND" BIKE 19 8 SIGNS S1 NO TURN ON RED R10-11b (36" W x 36" H) S1(MOR-LINE)10 9 11 7 2 2A 20 11 21 12" 12" 12" 21 Y R G 28, 29, 49 11 6 22 23 R-4214349 CS SSSSSSSSSSSSSSSSSSSSSSSSSSSSS 12+0013+0014+0015+00 10+00 11+00vv C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.01.dwg | Layout: 1TS1.02BPLOTTED: Nov 17, 2021-04:34:40pm By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-ROW_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-UT_RENTON.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL MARK F . WEGE N ERSTATE O F WASHING T ON41141REGISTER E DPRO FESSIONAL E N GINEERMETRO PROJECT ENGINEER S 2ND ST (2ND-LINE)MORRIS AVE S20'40' SCALE: 1" = 40' 0' RENTON SEGMENT DETECTION PLAN & WIRING SCHEDULE S 2ND ST & MORRIS AVE S 1TS1.02B 350 J. DAVIS J. DAVIS M. WEGENER   V11 1 CONSTRUCTION NOTES: REMOVE AND SALVAGE TWO PEDESTRIAN HEADS AND BRACKET AND PLUG HOLES IN POLE. FURNISH AND INSTALL ONE 3-SECTION BICYCLE SIGNAL HEAD TO EXISTING LIGHT POLE USING A TYPE K MOUNT PER WSDOT STANDARD PLAN J-75.10. FURNISH AND INSTALL TWO FLIR VIDEO DETECTION CAMERAS ON THE EXISTING LIGHT POLE MAST ARM AIMED TOWARDS THE BICYCLE DETECTION ZONES. REMOVE AND SALVAGE SIGNAL CONTROLLER CABINET AND PLUG HOLES IN POLE. RETURN ALL SALVAGED SIGNAL EQUIPMENT IN ITS EXISTING CONDITION TO THE CITY OF RENTON UNLESS OTHERWISE NOTED. PROTECT EXISTING LIGHT POLES, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE UNLESS OTHERWISE SPECIFIED. FURNISH AND INSTALL TYPE PS SIGNAL STANDARD PER WSDOT STANDARD PLAN J-20.16 AND DETAIL 1TS1.02C. TOP OF FOUNDATION SHALL BE FLUSH WITH GRADE. FURNISH AND INSTALL TWO PEDESTRIAN SIGNAL HEADS AND ONE APS PEDESTRIAN PUSH BUTTON WITH SIGN ON SIGNAL POLE. FURNISH AND INSTALL TYPE PPB SIGNAL STANDARD PER WSDOT STANDARD PLAN J-20.15 AND DETAIL 1TS1.02C. TOP OF FOUNDATION SHALL BE FLUSH WITH GRADE. FURNISH AND INSTALL ONE APS PEDESTRIAN PUSH BUTTON WITH SIGN ON SIGNAL POLE. REMOVE EXISTING SIGNAL POLE AND EQUIPMENT. REMOVE FOUNDATION IN ITS ENTIRETY AND BACKFILL VOID. REMOVE AND SALVAGE ALL SIGNAL EQUIPMENT AND ASSOCIATED WIRING AND CONDUITS. REMOVE AND RELOCATE EXISTING SIGNS TO NEW POLES. RETURN ALL SIGNAL EQUIPMENT IN ITS EXISTING CONDITION TO THE CITY OF RENTON UNLESS OTHERWISE NOTED. FURNISH AND INSTALL TYPE I SIGNAL STANDARD PER WSDOT STANDARD PLAN J-21.15 AND DETAIL 1TS1.02C. FURNISH AND INSTALL ONE VEHICLE HEAD, ONE 3-SECTION BICYCLE SIGNAL HEAD AND MOUNT THEM USING A TYPE F MOUNT PER WSDOT STANDARD PLAN J-75.10. FURNISH AND INSTALL ONE PEDESTRIAN SIGNAL HEAD AND MOUNT USING A TYPE E MOUNT PER WSDOT STANDARD PLAN J-75.10. RELOCATE AND INSTALL EXISTING STREET NAME SIGNS FROM EXISTING POLE TO NEW POLE. FURNISH AND INSTALL ONE APS PEDESTRIAN PUSH BUTTON WITH SIGN ON SIGNAL POLE. PROTECT EXISTING TYPE I SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. INSTALL NEW SIGN AT TOP OF POLE AND MOVE EXISTING SIGN RIGHT BELOW IT SO IT IS 7' ABOVE GRADE. PROTECT EXISTING TYPE I SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. PROTECT EXISTING TYPE I SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. FURNISH AND INSTALL ONE APS PEDESTRIAN PUSH BUTTON WITH SIGN ON EXISTING LIGHT POLE. PROTECT EXISTING LIGHT POLE, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. FURNISH AND INSTALL TYPE PPB SIGNAL STANDARD PER WSDOT STANDARD PLAN J-20.11 AND DETAIL 1TS1.02C. FURNISH AND INSTALL ONE APS PEDESTRIAN PUSH BUTTON WITH SIGN ON SIGNAL POLE. FURNISH AND INSTALL TYPE PPB SIGNAL STANDARD PER WSDOT STANDARD PLAN J-20.11 AND DETAIL 1TS1.02C. FURNISH AND INSTALL ONE APS PEDESTRIAN PUSH BUTTON WITH SIGN ON SIGNAL POLE. PRIOR TO THE REMOVAL OF EXISTING CABINET, CONSTRUCT JOINT CONTROLLER/SERVICE CABINET FOUNDATION PER CITY OF RENTON STANDARD PLANS 126.1 AND 126.2. INSTALL ALL RELOCATED CONTROLLER EQUIPMENT AND CONNECT FIELD WIRING. VERIFY FINAL LOCATION WITH THE ENGINEER IN THE FIELD PRIOR TO POURING THE FOUNDATION. FURNISH AND INSTALL A NEW TYPE 8 JUNCTION BOX PER WSDOT STD. PLAN J-40.30. FURNISH AND INSTALL A NEW TYPE 2 JUNCTION BOX PER WSDOT STD. PLAN J-40.10. REMOVE EXISTING JUNCTION BOXES, CONDUIT ELBOWS AND ALL ASSOCIATED WIRING AND CONDUITS. BACKFILL VOIDS. INTERCEPT EXISTING CONDUIT AND EXTEND TO NEW JUNCTION BOX. REMOVE EXISTING JUNCTION BOX. FURNISH AND INSTALL A NEW TYPE 2 JUNCTION BOX PER WSDOT STD. PLAN J-40.10. 1A 1B 2 3 3A 4 5 6 6A 7 8 9 V12 WIRE SCHEDULE NO. CONDUIT SIZE PPB / LOOP PRE-EMPTION PED APS VEH HEAD / PED HEAD CCTV VIDEO DETECTION SERVICE STREET LIGHT GROUND PERCENTAGE FILL NOTES 2CS 3CS 4C 5C CAT6e #6 AWG #8 AWG #6 AWG #8 AWG 1 2"2 1 2 2"2 1 3"1 SPARE 3 3"4 3 10 2 1 SEE INTERCONNECT PLANS FOR INSTALLATION OF FIBER IN CONDUIT 3"1 SPARE 4 2"1 1 1 5 2"1 1 2 1 6 2"1 2 2 1 7 2" (EX)1 1 5 1 SEE INTERCONNECT PLANS FOR INSTALLATION OF FIBER IN CONDUIT 8 2"1 1 3 1 9 2" (EX)2 1 10 2" (EX)1 1 11 2" (EX)1 1 12 1.5" (EX)2 1 13 1.5" (EX)1 2 2 2 1 14 3"1 2 4 1 2"2 1 2"1 SPARE 15 2"1 1 16 2"1 1 17 3"3 2 4 1 2"2 1 2"1 SPARE 18 2" (EX)2 1 19 2"2 1 2 1 3"1 SPARE 20 2"1 1 5 1 21 2"2 1 22 2"1 1 5 1 23 3"1 1 6 2 1 SEE INTERCONNECT PLANS FOR INSTALLATION OF FIBER IN CONDUIT 2"2 1 # 10 11(MOR-LINE)2A 12 R-4214350 C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.01.dwg | Layout: 1TS1.02CPLOTTED: Nov 05, 2021-10:12:12am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-ROW_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-UT_RENTON.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL MARK F . WEGE N ERSTATE O F WASHING T ON41141REGISTER E DPRO FESSIONAL E N GINEERMETRO PROJECT ENGINEER RENTON SEGMENT POLE SCHEDULE S 2ND ST & MORRIS AVE S 1TS1.02C J. DAVIS J. DAVIS M. WEGENER   SIGNAL STANDARD CHART FIELD LOCATION TYPE MAST ARM LENGTH (FT) MOUNTING HEIGHT (FT) SIGNAL MAST ARM DATA LUMINAIRE ARM (FT)POLE ATTACHMENT POINT ANGLES (deg)***FOUNDATION DEPTHS (FT) *REMARKSOFFSET DISTANCE - Z(FT) (POLE CENTERLINE TO ATTACHMENT POINT)WINDLOAD AREAS - XY (FT)²(X)(Y)(Z) = TOTAL (FT)³ **POLE #STATION OFFSET LT.RT.P.O.A.A1 A2 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 B1 B2 B3 B4 B6 B7 B9 B10 B11 B12 C D E1 F1 F2 F3****G1 G2 H I1 I2 3' RD.3' SQ.4' RD. XXXX XXXX X 0 LP 40 0 180 XXXX XXXX X 0 PS 0 270 270 XXXX XXXX X 0 PPB 0 XXXX XXXX X 0 I 90 90 90 180 180 XXXX XXXX X LP 40 0 90 270 270 XXXX XXXX X 0 I 90 180 XXXX XXXX X 0 PPB 270 XXXX XXXX X 0 PPB 270 *FOUNDATION DEPTH IS BASED ON DESIGN LATERAL BEARING PRESSURE OF 1,500 - 2,500 FT^3 BASED ON TBD. **ASSUMES ADDITIONAL 500 FT3 FOR FUTURE EQUIPMENT ON NEW SIGNAL STANDARDS. ***P.O.A. MEASURED FROM "2ND-LINE". ****SIGNAGE MOUNTED TO POLE. 1 1A 2A 5 6 6A 1B POLE AND MAST ARM PER MANUFACTURER'S PLANS. MANUFACTURER'S PLANS SHALL BE SIGNED AND STAMPED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER. ELECTRICAL CURBSTANDARD FOUNDATION WSDOT STANDARD PLAN REFERENCES GG i ii 3' - 6" MEASURED FROM SIDEWALK SURFACE TO CENTER OF PEDESTRIAN PUSH BUTTON ASSUMES ADDITIONAL 500 FT3 FOR FUTURE EQUIPMENT ON NEW SIGNAL STANDARDS. 9 3 II PPBPPB II, III, SD N/A J-21.15 J-20.16 J-21.10 J-21.10 J-20.15 3 II 9 9 9 LUMINAIRE MAST ARM X Y Z (ft ) MAST ARM LENGTH X Y Z (ft ) FIXED BREAKAWAY PS I J-20.10 J-20.15 J-20.10 J-20.15 J-26.10,J-26.15 J-20.11N/A J-20.10 J-20.20 J-21.20 N/A 8 40'45'50' MAX. 4 SECTION 12"17.0' 20.9'22.0' 20.8'16.5' 53' - 180' MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO ROADWAY G H I a e j j B10 B11a b d a B2 B3 B6 4 1 2 OR SIGN b e 3.0 FT N/A N/A 36.0 SQ. FT. 15.0 SQ. FT. AREA MIN. 17.5'19.2' 18.0'19.7' 16.5' SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY ALL i85°E E FF G H I A1 12' - 0"10' - 0"8' - 0"b c a gg B9 h i LIMITS OF VERTICAL CLEARANCE a b b B1 B4 B5 B7 ROADWAY 7 1 2 1 2 2 1 2 2 3 c 3.0 FT N/A 3.0 FT 7.5 SQ. FT. HEIGHT WIDTH 5 TYPE II, III & SD SIGNAL STANDARD NOTES 6 7 1 2 k B8 2 3 4 3 2 3 4 90° 0° E2 E1 E2 ` 90° 90°E1180° 270° ` ` 5 3 SECTION, 4 SECTION AND GREATER SIGNAL HEADS SHALL USE TYPE M MOUNTING COUPLING INSTALLED AT OFFSET INDICATED IN PLANS. FIELD INSTALLED. SIGN SIZES SHALL NOT EXCEED THE MAXIMUM VALUES LISTED AT RIGHT. LOCATION SHALL BE APPROVED BY CITY OF RENTON ENGINEER PRIOR TO INSTALLATION. VIDEO DETECTION CAMERA LOCATED BETWEEN THROUGH AND LEFT TURN LANE, OR CENTERED ON APPROACH IF LEFT TURN LANE DOES NOT EXIST. 1' - 0" MIN. TO 2' - 6" MAX. FROM POLE CENTERLINE TO SIGN EDGE. FOR POST MOUNTED SIGNS THERE SHALL BE 2' - 0" MIN. FROM THE FACE OF CURB OR THE EDGE OF THE SHOULDER TO THE EDGE OF THE SIGN. PLACEMENT SHALL BE 2' - 0" MIN. FROM FACE OF CURB OR EDGE OF SHOULDER; 3' - 0" MIN. FROM FACE OF GUARDRAIL; 4' - 0" MIN. FROM CONC. BARRIER TYPE 2 (MEASURED FROM A POINT WHERE THE BARRIER BASE MEETS THE SHOULDER SURFACE (TOE). MEASUREMENT TAKEN FROM TRAFFIC SIDE OF BARRIER; TO FACE OF POLE. INSTALL POLE TAG IN FOUNDATION PER RENTON STANDARD PLAN 139. a.VEHICLE DISPLAY b.MAST ARM MTD. SIGN c.STREET NAME SIGN d.PRE-EMPT DETECTOR e. POST MTD. SIGN f. LUMINAIRE g. PEDESTRIAN DISPLAY h. TERMINAL CABINET i. APS PUSH BUTTON j. HANDHOLE k. VIDEO DETECTION CAMERA l. PTZ CAMERA TYPE PPB PPB POST TYPE PS PED. HEAD STANDARD TYPE I VEHICLE HEAD STANDARD DMS OR VMS IS NOT ALLOWED ON THESE POLES.8' - 0"8' - 0"10' - 0"g g g g a THICKENED EDGE FOR FOUNDATIONS LOCATED WITHIN SIDEWALK: ANCHOR BOLTS, PROVIDE ADEQUATE ADDITIONAL LENGTH TO ACCOMMODATE SIDEWALK THICKNESS WHILE MAINTAINING EMBEDMENT REQUIREMENTS. AT LEAST TWO FULL THREADS SHALL EXTEND ABOVE THE TOP HEAVY-HEX NUT. ANCHOR BOLTS MAY BE CUT TO ACCOMMODATE ANCHOR BOLT COVER SIDEWALK & THICKENED EDGE, SIDEWALK THICKNESS DEFINED IN CONTRACT PLANS, PLACE ABOVE AND AROUND PERIMETER OF TOP OF FOUNDATION 1 2" MINIMUM SPACE BETWEEN BOTTOM OF HEAVY-HEX NUT AND CONCRETE MEASURE ATTACHMENT POINT ANGLES CLOCKWISE FROM POLE ORIENTATION LINE (E1 ATTACHMENT POINT) TO THE ATTACHMENT POINT LOCATION ATTACHMENT POINT ALL HANDHOLES AT 180^ FROM E1 ANCHOR BOLT PLATE LOCATION STATION POLE ORIENTATION LINE (E1 ATTACHMENT POINT) POLE ORIENTATION ANGLE (P.O.A.) DEGREES CLOCKWISE FROM OFFSET LINE TO POLE ORIENTATION LINE (E1 ATTACHMENT POINT) STANDARD TYPE POLE 27" 27"2 3 LUMINAIRE, MOUNTING, SHROUD AND ARM PER STD PLANS 117.1 AND 117.3. LUMINAIRE ARM LENGTH PER DESIGN PLANS f l HORIZONTAL DISTANCE FROM STOP LINE 3 SECTION 12" 5 SECTION CLUSTER 12" 16' 14' 12' 10' 8' 6' 52.8 46.2 39.6 33.0 26.4 19.8 6"7" MAX6"POLE ORIENTATION AND ATTACHMENT POINTROADWAYOFFSETLINE D D 45° POLE AND ALL RELATED HARDWARE / COMPONENTS SHALL BE PAINTED RAL 9005TS "JET BLACK" UNLESS OTHERWISE SPECIFIED BY CITY OF RENTON TRANSPORTATION ENGINEERING. 3 351 R-4214351 C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.01.dwg | Layout: 1TS1.02DPLOTTED: Nov 05, 2021-10:12:16am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-ROW_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-UT_RENTON.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL MARK F . WEGE N ERSTATE O F WASHING T ON41141REGISTER E DPRO FESSIONAL E N GINEERMETRO PROJECT ENGINEER RENTON SEGMENT FIELD TERMINATION DIAGRAM S 2ND ST & MORRIS AVE S 1TS1.02D J. DAVIS J. DAVIS M. WEGENER   TO B E C O M P L E T E D A S P A R T O F T H E 9 0 % S U B MI T T A L 352 R-4214352 CS S S S S S SSSSSSSS20+00 v C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.10.dwg | Layout: 1TS1.03APLOTTED: Nov 05, 2021-10:13:23am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-SIGNAL_RENTON.dwg; X-LEGEND.dwg; X-ALIGN.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL MARK F . WEGE N ERSTATE O F WASHING T ON41141REGISTER E DPRO FESSIONAL E N GINEERMETRO PROJECT ENGINEER S 2ND ST (2ND-LINE)SHATTUCKAVE S10'20' SCALE: 1" = 20' 0' PHASESCHANNEL A & B C PRE-EMPTION SCHEDULE 4 2 RENTON SEGMENT SIGNAL PLAN S 2ND ST & SHATTUCK AVE S 1TS1.03A J. DAVIS J. DAVIS M. WEGENER   SIGNAL HEADS 12" 12"Y R 12"G EXISTING 21, 22, 23, 41, 42 APS PUSH BUTTON MESSAGES PHASE AUDIBLE MESSAGE 1 "WAIT" 2 "WAIT" "WAIT TO CROSS SECOND AT SHATTUCK" 4 "WAIT" "WAIT TO CROSS SHATTUCK AT SECOND" 29 24 11 EVP A 23 22 EVP B 41EVP C48 42 28 49 4 581211 10 3A 3 9 2 2A 8 7 6A 6B 6 13 14 10111 8 12 9 12 15 1 2 3 6 54 21 S1 7 ONE WAY R6-1 (L) S1 SIGNS 1 2 3 4 5 6 7 8 PROTECTED VEHICLE MOVEMENT PEDESTRIAN MOVEMENT BIKE MOVEMENT PHASE DIAGRAM NOT USEDBIKE NOT USED NOT USED NOT USED NOT USED 12" 12" 12" NEW 11 28, 29, 48, 49 16 NOTES: 1.FOR GENERAL NOTES AND SYMBOLOGY SEE 1TS1.00. 2.FOR SIGNAL POLE DETAILS SEE 1TS1.03C. 3.FOR CONDUIT RUN AND WIRING INFORMATION SEE 1TS1.05B AND 1TS1.05D. 4.FOR CONSTRUCTION NOTES SEE 1TS1.03B. 5.FOR ILLUMINATION PLANS AND DETAILS SEE XXXXX. 6.FOR ITS PLANS AND DETAILS SEE XXXXX. 7.NEW VEHICLE SIGNAL HEAD 24 AND NEW BICYCLE SIGNAL HEAD 11 SHALL BE INSTALLED WITH NEW MOUNTING TYPE "H" ON EXISTING LIGHT POLE PER WSDOT STANDARD PLAN J-75.10. 8.NEW COUNTDOWN PEDESTRIAN SIGNAL HEADS 29 AND 48 SHALL BE INSTALLED WITH NEW MOUNTING TYPE "D" ON NEW TYPE I POLE PER WSDOT STANDARD PLAN J-75.10. 9.NEW COUNTDOWN PEDESTRIAN SIGNAL HEADS 28 AND 49 SHALL BE INSTALLED WITH NEW MOUNTING TYPE "C" ON NEW TYPE I POLES PER WSDOT STANDARD PLAN J-75.10. 18 17 19 20 S2 SPECIAL (18" W x 24" H) S2 NO TURN ON RED R10-11b (36" W x 36" H) S3ONLY S3 12" 12"Y R 12"G 24 353 R-4214353 CS S S S S S S SSSSSSSSSSSSS S S S S 19+0020+00 21+00 v C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.10.dwg | Layout: 1TS1.03BPLOTTED: Nov 05, 2021-10:13:44am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-SIGNAL_RENTON.dwg; X-LEGEND.dwg; X-ALIGN.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL MARK F . WEGE N ERSTATE O F WASHING T ON41141REGISTER E DPRO FESSIONAL E N GINEERMETRO PROJECT ENGINEER S 2ND ST (2ND-LINE)SHATTUCKAVE S20'40' SCALE: 1" = 40' 0' RENTON SEGMENT DETECTION PLAN & WIRING SCHEDULE S 2ND ST & SHATTUCK AVE S 1TS1.03B J. DAVIS J. DAVIS M. WEGENER   1 CONSTRUCTION NOTES: FURNISH AND INSTALL TYPE PS SIGNAL STANDARD PER WSDOT STANDARD PLAN J-20.16 AND DETAIL 1TS1.03C. FOUNDATION SHALL BE FLUSH WITH GRADE. FURNISH AND INSTALL TWO PEDESTRIAN SIGNAL HEADS AND TWO APS PEDESTRIAN PUSH BUTTONS WITH SIGNS ON SIGNAL POLE. REMOVE AND SALVAGE ONE VEHICLE HEAD, ONE PEDESTRIAN HEAD AND BRACKETS. PLUG HOLES IN POLE. FURNISH AND INSTALL ONE 3-SECTION VEHICLE HEAD AND ONE 3-SECTION BICYCLE SIGNAL HEAD TO EXISTING LIGHT POLE USING A TYPE H MOUNT PER WSDOT STANDARD PLAN J-75.10. FURNISH AND INSTALL ONE FLIR VIDEO DETECTION CAMERA ON THE EXISTING LIGHT POLE MAST ARM AIMED TOWARDS THE BICYCLE DETECTION ZONE. FURNISH AND INSTALL SPECIAL DESIGN SIGN S2 TO EXISTING LIGHT POLE. RETURN ALL SALVAGED SIGNAL EQUIPMENT IN ITS EXISTING CONDITION TO THE CITY OF RENTON UNLESS OTHERWISE NOTED. PROTECT EXISTING LIGHT POLE, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE UNLESS OTHERWISE SPECIFIED. FURNISH AND INSTALL TYPE PS SIGNAL STANDARD PER WSDOT STANDARD PLAN J-20.16 AND DETAIL 1TS1.03C. TOP OF FOUNDATION SHALL BE FLUSH WITH GRADE. FURNISH AND INSTALL ONE PEDESTRIAN SIGNAL HEAD AND ONE APS PEDESTRIAN PUSH BUTTON WITH SIGN ON SIGNAL POLE. PROTECT EXISTING TYPE I SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. INSTALL NEW R10-11B SIGN AT TOP OF POLE SO IT IS MINIMUM 7' ABOVE GRADE. PROTECT EXISTING TYPE I SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. PROTECT EXISTING LIGHT POLE, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. FURNISH AND INSTALL TYPE PS SIGNAL STANDARD PER WSDOT STANDARD PLAN J-20.11 AND DETAIL 1TS1.03C. FURNISH AND INSTALL ONE PEDESTRIAN SIGNAL HEAD AND ONE APS PEDESTRIAN PUSH BUTTON WITH SIGN ON SIGNAL POLE. RELOCATE AND INSTALL EXISTING R6-1 (L) SIGN FROM EXISTING PS POLE TO NEW PS POLE. PROTECT EXISTING TYPE I SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. FURNISH AND INSTALL TYPE PPB SIGNAL STANDARD PER WSDOT STANDARD PLAN J-20.15 AND DETAIL 1TS1.03C. FOUNDATION SHALL BE FLUSH WITH GRADE. FURNISH AND INSTALL ONE APS PEDESTRIAN PUSH BUTTON WITH SIGN ON SIGNAL POLE. FURNISH AND INSTALL TYPE PPB SIGNAL STANDARD PER WSDOT STANDARD PLAN J-20.15 AND DETAIL 1TS1.03C. FOUNDATION SHALL BE FLUSH WITH GRADE. FURNISH AND INSTALL ONE APS PEDESTRIAN PUSH BUTTON WITH SIGN ON SIGNAL POLE. FURNISH AND INSTALL A NEW TYPE 8 JUNCTION BOX PER WSDOT STD. PLAN J-40.30. REMOVE EXISTING SIGNAL POLE AND EQUIPMENT. REMOVE FOUNDATION IN ITS ENTIRETY AND BACKFILL VOID. REMOVE AND SALVAGE ALL SIGNAL EQUIPMENT. REMOVE ASSOCIATED WIRING AND CONDUITS. RETURN ALL SIGNAL EQUIPMENT IN ITS EXISTING CONDITION TO THE CITY OF RENTON UNLESS OTHERWISE NOTED. REMOVE EXISTING JUNCTION BOXES, CONDUIT ELBOWS AND ALL ASSOCIATED WIRING AND CONDUITS. BACKFILL VOID. PRIOR TO THE REMOVAL OF EXISTING CABINET FOUNDATION, CONSTRUCT JOINT CONTROLLER/SERVICE CABINET FOUNDATION PER WSDOT STD. PLAN J-10.10. INSTALL ALL RELOCATED CONTROLLER EQUIPMENT AND CONNECT FIELD WIRING. VERIFY FINAL LOCATION WITH THE ENGINEER IN THE FIELD PRIOR TO POURING THE FOUNDATION. REMOVE EXISTING CABINET FOUNDATION. REMOVE AND RELOCATE EXISTING CONTROLLER CABINETS AND ALL ASSOCIATED EQUIPMENT. REMOVE ALL WIRING AND CONDUIT. INTERCEPT EXISTING CONDUIT AND EXTEND TO NEW JUNCTION BOX. 2 2A 3 3A 4 5 6A 6B 6 7 8 9 10 11 12 V11 WIRE SCHEDULE NO. CONDUIT SIZE PPB / LOOP PRE-EMPTION PED APS VEH HEAD / PED HEAD VEH HEAD CCTV VIDEO DETECTION SERVICE STREET LIGHT GROUND PERCENTAGE FILL NOTES 2CS 3CS 4C 5C 7C CAT6e #6 AWG #8 AWG #6 AWG #8 AWG 1 2"2 1 2 2"2 1 3"1 SPARE 3 3"6 3 10 1 1 1 3"1 SEE INTERCONNECT PLANS FOR INSTALLATION OF FIBER IN CONDUIT 4 2"2 2 1 5 3"2 3 7 1 1 1 1.25"2 1 1.25"1 6 2"2 1 1 7 EX 3"2 3 7 1 1 1 EX 1.25"2 1 EX 1.25"1 8 2"1 1 1 9 EX 2"1 2 4 1 2 1 10 EX 2"1 1 3 1 EX 1.25"2 1 11 EX 1.5"1 1 1 12 2"1 1 1 13 2"1 1 14 2"1 1 15 EX 2"2 1 1 16 EX 3"1 2 1 2 1 17 EX 2"1 1 18 EX 2"1 1 1 19 EX 2"1 2 2 1 20 EX 2"1 1 # 354 R-4214354 C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.10.dwg | Layout: 1TS1.03CPLOTTED: Nov 05, 2021-10:13:47am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-SIGNAL_RENTON.dwg; X-LEGEND.dwg; X-ALIGN.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL MARK F . WEGE N ERSTATE O F WASHING T ON41141REGISTER E DPRO FESSIONAL E N GINEERMETRO PROJECT ENGINEER RENTON SEGMENT POLE SCHEDULE S 2ND ST & SHATTUCK AVE S 1TS1.03C J. DAVIS J. DAVIS M. WEGENER   SIGNAL STANDARD CHART FIELD LOCATION TYPE MAST ARM LENGTH (FT) MOUNTING HEIGHT (FT) SIGNAL MAST ARM DATA LUMINAIRE ARM (FT)POLE ATTACHMENT POINT ANGLES (deg)***FOUNDATION DEPTHS (FT) *REMARKSOFFSET DISTANCE - Z(FT) (POLE CENTERLINE TO ATTACHMENT POINT)WINDLOAD AREAS - XY (FT)²(X)(Y)(Z) = TOTAL (FT)³ **POLE #STATION OFFSET LT.RT.P.O.A.A1 A2 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 B1 B2 B3 B4 B6 B7 B9 B10 B11 B12 C D E1 F1 F2 G1 G2 H I1 I2 3' RD.3' SQ.4' RD. XXXX XXXX X 0 PS 0 270 90 0 XXXX XXXX X 0 LP 40 0 90 90 XXXX XXXX X 0 PS 90 0 XXXX XXXX X 0 PS 0 90 XXXX XXXX X 0 PPB 270 XXXX XXXX X 0 PPB 270 *FOUNDATION DEPTH IS BASED ON DESIGN LATERAL BEARING PRESSURE OF 1,500 - 2,500 FT^3 BASED ON TBD. **ASSUMES ADDITIONAL 500 FT3 FOR FUTURE EQUIPMENT ON NEW SIGNAL STANDARDS. ***P.O.A. MEASURED FROM "2ND-LINE". 1 2 5 6A 6B 2A POLE AND MAST ARM PER MANUFACTURER'S PLANS. MANUFACTURER'S PLANS SHALL BE SIGNED AND STAMPED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER. ELECTRICAL CURBSTANDARD FOUNDATION GG i ii 3' - 6" MEASURED FROM SIDEWALK SURFACE TO CENTER OF PEDESTRIAN PUSH BUTTON ASSUMES ADDITIONAL 500 FT3 FOR FUTURE EQUIPMENT ON NEW SIGNAL STANDARDS. 9 3 II PPBPPB II, III, SD N/A J-21.15 J-20.16 J-21.10 J-21.10 J-20.15 3 II 9 9 9 LUMINAIRE MAST ARM X Y Z (ft ) MAST ARM LENGTH X Y Z (ft ) FIXED BREAKAWAY PS I J-20.10 J-20.15 J-20.10 J-20.15 J-26.10,J-26.15 J-20.11N/A J-20.10 J-20.20 J-21.20 N/A 8 40'45'50' MAX. 4 SECTION 12"17.0' 20.9'22.0' 20.8'16.5' 53' - 180' MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO ROADWAY G H I a e j j B10 B11a b d a B2 B3 B6 4 1 2 OR SIGN b e 3.0 FT N/A N/A 36.0 SQ. FT. 15.0 SQ. FT. AREA MIN. 17.5'19.2' 18.0'19.7' 16.5' SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY ALL i85°E E FF G H I A1 12' - 0"10' - 0"8' - 0"b c a gg B9 h i LIMITS OF VERTICAL CLEARANCE a b b B1 B4 B5 B7 ROADWAY 7 1 2 1 2 2 1 2 2 3 c 3.0 FT N/A 3.0 FT 7.5 SQ. FT. HEIGHT WIDTH 5 TYPE II, III & SD SIGNAL STANDARD NOTES 6 7 1 2 k B8 2 3 4 3 2 3 4 90° 0° E2 E1 E2 ` 90° 90°E1180° 270° ` ` 5 3 SECTION, 4 SECTION AND GREATER SIGNAL HEADS SHALL USE TYPE M MOUNTING COUPLING INSTALLED AT OFFSET INDICATED IN PLANS. FIELD INSTALLED. SIGN SIZES SHALL NOT EXCEED THE MAXIMUM VALUES LISTED AT RIGHT. LOCATION SHALL BE APPROVED BY CITY OF RENTON ENGINEER PRIOR TO INSTALLATION. VIDEO DETECTION CAMERA LOCATED BETWEEN THROUGH AND LEFT TURN LANE, OR CENTERED ON APPROACH IF LEFT TURN LANE DOES NOT EXIST. 1' - 0" MIN. TO 2' - 6" MAX. FROM POLE CENTERLINE TO SIGN EDGE. FOR POST MOUNTED SIGNS THERE SHALL BE 2' - 0" MIN. FROM THE FACE OF CURB OR THE EDGE OF THE SHOULDER TO THE EDGE OF THE SIGN. PLACEMENT SHALL BE 2' - 0" MIN. FROM FACE OF CURB OR EDGE OF SHOULDER; 3' - 0" MIN. FROM FACE OF GUARDRAIL; 4' - 0" MIN. FROM CONC. BARRIER TYPE 2 (MEASURED FROM A POINT WHERE THE BARRIER BASE MEETS THE SHOULDER SURFACE (TOE). MEASUREMENT TAKEN FROM TRAFFIC SIDE OF BARRIER; TO FACE OF POLE. INSTALL POLE TAG IN FOUNDATION PER RENTON STANDARD PLAN 139. a.VEHICLE DISPLAY b.MAST ARM MTD. SIGN c.STREET NAME SIGN d.PRE-EMPT DETECTOR e. POST MTD. SIGN f. LUMINAIRE g. PEDESTRIAN DISPLAY h. TERMINAL CABINET i. APS PUSH BUTTON j. HANDHOLE k. VIDEO DETECTION CAMERA l. PTZ CAMERA TYPE PPB PPB POST TYPE PS PED. HEAD STANDARD TYPE I VEHICLE HEAD STANDARD DMS OR VMS IS NOT ALLOWED ON THESE POLES.8' - 0"8' - 0"10' - 0"g g g g a THICKENED EDGE FOR FOUNDATIONS LOCATED WITHIN SIDEWALK: ANCHOR BOLTS, PROVIDE ADEQUATE ADDITIONAL LENGTH TO ACCOMMODATE SIDEWALK THICKNESS WHILE MAINTAINING EMBEDMENT REQUIREMENTS. AT LEAST TWO FULL THREADS SHALL EXTEND ABOVE THE TOP HEAVY-HEX NUT. ANCHOR BOLTS MAY BE CUT TO ACCOMMODATE ANCHOR BOLT COVER SIDEWALK & THICKENED EDGE, SIDEWALK THICKNESS DEFINED IN CONTRACT PLANS, PLACE ABOVE AND AROUND PERIMETER OF TOP OF FOUNDATION 1 2" MINIMUM SPACE BETWEEN BOTTOM OF HEAVY-HEX NUT AND CONCRETE MEASURE ATTACHMENT POINT ANGLES CLOCKWISE FROM POLE ORIENTATION LINE (E1 ATTACHMENT POINT) TO THE ATTACHMENT POINT LOCATION ATTACHMENT POINT ALL HANDHOLES AT 180^ FROM E1 ANCHOR BOLT PLATE LOCATION STATION POLE ORIENTATION LINE (E1 ATTACHMENT POINT) POLE ORIENTATION ANGLE (P.O.A.) DEGREES CLOCKWISE FROM OFFSET LINE TO POLE ORIENTATION LINE (E1 ATTACHMENT POINT) STANDARD TYPE POLE 27" 27"2 3 LUMINAIRE, MOUNTING, SHROUD AND ARM PER STD PLANS 117.1 AND 117.3. LUMINAIRE ARM LENGTH PER DESIGN PLANS f l HORIZONTAL DISTANCE FROM STOP LINE 3 SECTION 12" 5 SECTION CLUSTER 12" 16' 14' 12' 10' 8' 6' 52.8 46.2 39.6 33.0 26.4 19.8 6"7" MAX6"POLE ORIENTATION AND ATTACHMENT POINTROADWAYOFFSETLINE D D 45° WSDOT STANDARD PLAN REFERENCES POLE AND ALL RELATED HARDWARE / COMPONENTS SHALL BE PAINTED RAL 9005TS "JET BLACK" UNLESS OTHERWISE SPECIFIED BY CITY OF RENTON TRANSPORTATION ENGINEERING. 355 R-4214355 C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.10.dwg | Layout: 1TS1.03DPLOTTED: Nov 05, 2021-10:13:51am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-SIGNAL_RENTON.dwg; X-LEGEND.dwg; X-ALIGN.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL MARK F . WEGE N ERSTATE O F WASHING T ON41141REGISTER E DPRO FESSIONAL E N GINEERMETRO PROJECT ENGINEER RENTON SEGMENT FIELD TERMINATION DIAGRAM S 2ND ST & SHATTUCK AVE S 1TS1.03D J. DAVIS J. DAVIS M. WEGENER   TO B E C O M P L E T E D A S P A R T O F T H E 9 0 % S U B MI T T A L 356 R-4214356 18+2918+0010+00 11+00vv C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.10.dwg | Layout: 1TS1.04APLOTTED: Nov 05, 2021-10:14:12am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-SIGNAL_RENTON.dwg; X-LEGEND.dwg; X-ALIGN.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL MARK F . WEGE N ERSTATE O F WASHING T ON41141REGISTER E DPRO FESSIONAL E N GINEERMETRO PROJECT ENGINEER 10'20' SCALE: 1" = 20' 0' S GRADY WAYLAKE AVE S(LAK-LINE)(GRA-LINE) PHASES 2 & 5 CHANNEL A B PRE-EMPTION SCHEDULE C 8 4 D 1 & 6 RENTON SEGMENT SIGNAL PLAN S GRADY WAY & LAKE AVE S 1TS1.04A J. DAVIS J. DAVIS M. WEGENER   SIGNAL HEADS 12" 12"Y R 12"G 21, 22, 41, 42 61, 62, 81, 82 28, 29, 68, 69, 88, 89 1 2 3 4 5 6 7 8 PROTECTED VEHICLE MOVEMENT PERMISSIVE VEHICLE MOVEMENT PEDESTRIAN MOVEMENT FY = FLASHING YELLOW PHASE DIAGRAM NOT USED NOT USED 4142 29 EVP C11 61 EVP AEVP D 62 68 81 82 88 69 EVP B51 21 22 28 89 EXISTING Y R Y G 11, 51 FLASHING 4 7 4A 6 10 3 5 5 9 TYP. 5 11 8 10 3 7 12 9 10 2 9 8 6 1 1 15 14 2 13 4 1A 10 NOTES: 1.FOR GENERAL NOTES AND SYMBOLOGY SEE 1TS1.00. 2.FOR SIGNAL POLE DETAILS SEE 1TS1.04D. 3.FOR CONDUIT RUN AND WIRING INFORMATION SEE 1TS1.04C AND 1TS1.04E. 4.FOR CONSTRUCTION NOTES SEE 1TS1.04B. 5.FOR ILLUMINATION PLANS AND DETAILS SEE XXXXX. 6.FOR ITS PLANS AND DETAILS SEE XXXXX. FY FY 357 R-4214357 13+0012+00 C 18+2918+0010+00 11+00vv C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.10.dwg | Layout: 1TS1.04BPLOTTED: Nov 05, 2021-10:14:56am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-SIGNAL_RENTON.dwg; X-LEGEND.dwg; X-ALIGN.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL MARK F . WEGE N ERSTATE O F WASHING T ON41141REGISTER E DPRO FESSIONAL E N GINEERMETRO PROJECT ENGINEER RENTON SEGMENT DETECTION PLAN S GRADY WAY & LAKE AVE S 1TS1.04B J. DAVIS J. DAVIS M. WEGENER   20'40' SCALE: 1" = 40' 0' ADVANCED VIDEO DETECTION PLACEMENT VIDEO ZONE OFFSET FROM STOP BAR V12, V63, V64, V65 180' V66, V67, V68 275' V65 S GRADY WAY (GRA-LINE)LAKE AVE S(LAK-LINE)V64 V63 V66 V12 V67 V68 V62 V61 V11 1 CONSTRUCTION NOTES: REMOVE EXISTING PEDESTRIAN PUSH BUTTONS AND SIGNS FROM EXISTING TYPE III SIGNAL STANDARD. PROTECT EXISTING TYPE III SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE UNLESS OTHERWISE NOTED. FURNISH AND INSTALL TYPE PPB SIGNAL STANDARD PER WSDOT STANDARD PLAN J-20.11. FURNISH AND INSTALL TWO APS PEDESTRIAN PUSH BUTTONS WITH SIGNS ON SIGNAL POLE. PROTECT EXISTING TYPE II SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. PROTECT EXISTING TYPE III SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. FURNISH AND INSTALL VIDEO DETECTION CAMERA ON EXISTING MAST ARM BETWEEN HEADS 11 AND 61. PROTECT EXISTING TYPE II SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. PROTECT EXISTING TYPE PPB SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. FURNISH AND INSTALL A NEW TYPE 8 JUNCTION BOX PER WSDOT STD. PLAN J-40.30. PRIOR TO THE REMOVAL OF EXISTING CABINET FOUNDATION, CONSTRUCT JOINT CONTROLLER/SERVICE CABINET FOUNDATION PER CITY OF RENTON STANDARD PLANS 126.1 AND 126.2. INSTALL ALL RELOCATED CONTROLLER EQUIPMENT AND CONNECT FIELD WIRING. VERIFY FINAL LOCATION WITH THE ENGINEER IN THE FIELD PRIOR TO POURING THE FOUNDATION. ABANDON EX. VEHICLE DETECTION LOOPS ON THE EAST LEG OF THE INTERSECTION PER WSDOT SPECIFICATIONS AND REMOVE ALL ASSOCIATED WIRING UNLESS OTHERWISE NOTED. REMOVE EXISTING CABINET FOUNDATION. REMOVE AND RELOCATE EXISTING CONTROLLER CABINET AND ALL ASSOCIATED EQUIPMENT. REMOVE ALL WIRING AND CONDUIT. REMOVE EXISTING JUNCTION BOXES, CONDUIT ELBOWS AND ALL ASSOCIATED WIRING AND CONDUITS. BACKFILL VOID. INTERCEPT EXISTING CONDUIT AND EXTEND TO NEW JUNCTION BOX. 2 3 4 4A 5 6 7 8 9 10 1A 358 R-4214358 C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.10.dwg | Layout: 1TS1.04CPLOTTED: Nov 08, 2021-10:19:34am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-SIGNAL_RENTON.dwg; X-LEGEND.dwg; X-ALIGN.dwgIMAGES: No.REVISION DATEBY APP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL MARK F . WEGE N ERSTATE O F WASHING T ON41141REGISTER E DPRO FESSIONAL E N GINEERMETRO PROJECT ENGINEER RENTON SEGMENT WIRING SCHEDULE S GRADY WAY & LAKE AVE S 1TS1.04C 359 J. DAVIS J. DAVIS M. WEGENER   WIRE SCHEDULE NO. CONDUIT SIZE PPB / LOOP PRE-EMPTION PED APS VEH HEAD / PED HEAD CCTV VIDEO DETECTION SERVICE STREET LIGHT GROUND PERCENTAGE FILL NOTES 2CS 3CS 4C 5C CAT6e #6 AWG #8 AWG #6 AWG #8 AWG 1 4"6 4 12 2 2 1 3"1 SPARE 2 3"6 4 6 2 2 1 3"6 1 3 EX 3"6 4 6 2 2 1 EX 3"6 1 4 3"6 4 6 2 2 1 3"6 1 5 3"1 2 3 1 1 6 EX 3"1 2 3 1 1 7 EX 3"2 1 3 1 1 8 EX 1"1 1 1 9 3"1 2 3 1 1 2"2 1 10 2"2 2 1 11 3"3 1 6 2 1 12 EX 3"3 1 6 2 1 13 EX 3"2 4 1 14 EX 3"1 1 2 2 1 15 EX 3"1 1 2 2 1 # R-4214359 C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.10.dwg | Layout: 1TS1.04DPLOTTED: Nov 08, 2021-10:19:37am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-SIGNAL_RENTON.dwg; X-LEGEND.dwg; X-ALIGN.dwgIMAGES: No.REVISION DATEBY APP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL MARK F . WEGE N ERSTATE O F WASHING T ON41141REGISTER E DPRO FESSIONAL E N GINEERMETRO PROJECT ENGINEER RENTON SEGMENT POLE SCHEDULE S GRADY WAY & LAKE AVE S 1TS1.04D 360 J. DAVIS J. DAVIS M. WEGENER   SIGNAL STANDARD CHART FIELD LOCATION TYPE MAST ARM LENGTH (FT) MOUNTING HEIGHT (FT) SIGNAL MAST ARM DATA LUMINAIRE ARM (FT)POLE ATTACHMENT POINT ANGLES (deg)***FOUNDATION DEPTHS (FT) *REMARKSOFFSET DISTANCE - Z(FT) (POLE CENTERLINE TO ATTACHMENT POINT)WINDLOAD AREAS - XY (FT)²(X)(Y)(Z) = TOTAL (FT)³ **POLE # STATION OFFSET LT. RT. P.O.A.A1 A2 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 B1 B2 B3 B4 B6 B7 B9 B10 B11 B12 C D E1 E2 F G1 G2 H I1 I2 3' RD.3' SQ.4' RD. XXXX XXXX X 0 PPB 180 270 *FOUNDATION DEPTH IS BASED ON DESIGN LATERAL BEARING PRESSURE OF 1,500 - 2,500 FT^3 BASED ON TBD. **ASSUMES ADDITIONAL 500 FT3 FOR FUTURE EQUIPMENT ON NEW SIGNAL STANDARDS. ***P.O.A. MEASURED FROM "GRA-LINE". 1A POLE AND MAST ARM PER MANUFACTURER'S PLANS. MANUFACTURER'S PLANS SHALL BE SIGNED AND STAMPED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER. ELECTRICAL CURBSTANDARD FOUNDATION GG i ii 3' - 6" MEASURED FROM SIDEWALK SURFACE TO CENTER OF PEDESTRIAN PUSH BUTTON ASSUMES ADDITIONAL 500 FT3 FOR FUTURE EQUIPMENT ON NEW SIGNAL STANDARDS. 9 3 II PPBPPB II, III, SD N/A J-21.15 J-20.16 J-21.10 J-21.10 J-20.15 3 II 9 9 9 LUMINAIRE MAST ARM X Y Z (ft ) MAST ARM LENGTH X Y Z (ft ) FIXED BREAKAWAY PS I J-20.10 J-20.15 J-20.10 J-20.15 J-26.10,J-26.15 J-20.11N/A J-20.10 J-20.20 J-21.20 N/A 8 40' 45' 50' MAX. 4 SECTION 12"17.0' 20.9' 22.0' 20.8'16.5' 53' - 180' MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO ROADWAY G H I a e j j B10 B11a b d a B2 B3 B6 4 1 2 OR SIGN b e 3.0 FT N/A N/A 36.0 SQ. FT. 15.0 SQ. FT. AREA MIN. 17.5' 19.2' 18.0'19.7' 16.5' SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY ALL i85°E E FF G H I A1 12' - 0"10' - 0"8' - 0"b c a gg B9 h i LIMITS OF VERTICAL CLEARANCE a b b B1 B4 B5 B7 ROADWAY 7 1 2 1 2 2 1 2 2 3 c 3.0 FT N/A 3.0 FT 7.5 SQ. FT. HEIGHT WIDTH 5 TYPE II, III & SD SIGNAL STANDARD NOTES 6 7 1 2 k B8 2 3 4 3 2 3 4 90° 0° E2 E1 E2 ` 90° 90°E1180° 270° ` ` 5 3 SECTION, 4 SECTION AND GREATER SIGNAL HEADS SHALL USE TYPE M MOUNTING COUPLING INSTALLED AT OFFSET INDICATED IN PLANS. FIELD INSTALLED. SIGN SIZES SHALL NOT EXCEED THE MAXIMUM VALUES LISTED AT RIGHT. LOCATION SHALL BE APPROVED BY CITY OF RENTON ENGINEER PRIOR TO INSTALLATION. VIDEO DETECTION CAMERA LOCATED BETWEEN THROUGH AND LEFT TURN LANE, OR CENTERED ON APPROACH IF LEFT TURN LANE DOES NOT EXIST. 1' - 0" MIN. TO 2' - 6" MAX. FROM POLE CENTERLINE TO SIGN EDGE. FOR POST MOUNTED SIGNS THERE SHALL BE 2' - 0" MIN. FROM THE FACE OF CURB OR THE EDGE OF THE SHOULDER TO THE EDGE OF THE SIGN. PLACEMENT SHALL BE 2' - 0" MIN. FROM FACE OF CURB OR EDGE OF SHOULDER; 3' - 0" MIN. FROM FACE OF GUARDRAIL; 4' - 0" MIN. FROM CONC. BARRIER TYPE 2 (MEASURED FROM A POINT WHERE THE BARRIER BASE MEETS THE SHOULDER SURFACE (TOE). MEASUREMENT TAKEN FROM TRAFFIC SIDE OF BARRIER; TO FACE OF POLE. INSTALL POLE TAG IN FOUNDATION PER RENTON STANDARD PLAN 139. TAG NOTES: CORROSION RESISTANT METAL TAG SECURED WITH (2) 0.125" RIVETS AS FOLLOWS: - POLE SHAFT - LOCATED WITHIN 6" ABOVE HAND HOLE (TYPE II & III). - SIGNAL AND LUMINAIRE MAST ARM (TYPE II & III). - LOCATED WITHIN 6" OF THE LUMINAIRE ARM AND THE POLE SHAFT CONNECTION POINT (TYPE III). - TEXT SHALL BE A MINIMUM OF 3 16" HIGH, STAMPED OR EMBOSSED. a. VEHICLE DISPLAY b. MAST ARM MTD. SIGN c. STREET NAME SIGN d. PRE-EMPT DETECTOR e. POST MTD. SIGN f. LUMINAIRE g. PEDESTRIAN DISPLAY h. TERMINAL CABINET i. APS PUSH BUTTON j. HANDHOLE k. VIDEO DETECTION CAMERA l. PTZ CAMERA TYPE PPB PPB POST TYPE PS PED. HEAD STANDARD TYPE I VEHICLE HEAD STANDARD DMS OR VMS IS NOT ALLOWED ON THESE POLES.8' - 0"8' - 0"10' - 0"g g g g a THICKENED EDGE FOR FOUNDATIONS LOCATED WITHIN SIDEWALK: ANCHOR BOLTS, PROVIDE ADEQUATE ADDITIONAL LENGTH TO ACCOMMODATE SIDEWALK THICKNESS WHILE MAINTAINING EMBEDMENT REQUIREMENTS. AT LEAST TWO FULL THREADS SHALL EXTEND ABOVE THE TOP HEAVY-HEX NUT. ANCHOR BOLTS MAY BE CUT TO ACCOMMODATE ANCHOR BOLT COVER SIDEWALK & THICKENED EDGE, SIDEWALK THICKNESS DEFINED IN CONTRACT PLANS, PLACE ABOVE AND AROUND PERIMETER OF TOP OF FOUNDATION 1 2" MINIMUM SPACE BETWEEN BOTTOM OF HEAVY-HEX NUT AND CONCRETE MEASURE ATTACHMENT POINT ANGLES CLOCKWISE FROM POLE ORIENTATION LINE (E1 ATTACHMENT POINT) TO THE ATTACHMENT POINT LOCATION ATTACHMENT POINT ALL HANDHOLES AT 180^ FROM E1 ANCHOR BOLT PLATE LOCATION STATION POLE ORIENTATION LINE (E1 ATTACHMENT POINT) POLE ORIENTATION ANGLE (P.O.A.) DEGREES CLOCKWISE FROM OFFSET LINE TO POLE ORIENTATION LINE (E1 ATTACHMENT POINT) STANDARD TYPE POLE 27" 27"2 3 LUMINAIRE, MOUNTING, SHROUD AND ARM PER STD PLANS 117.1 AND 117.3. LUMINAIRE ARM LENGTH PER DESIGN PLANS f l HORIZONTAL DISTANCE FROM STOP LINE 3 SECTION 12" 5 SECTION CLUSTER 12" 16' 14' 12' 10' 8' 6' 52.8 46.2 39.6 33.0 26.4 19.8 6"7" MAX6"POLE ORIENTATION AND ATTACHMENT POINTROADWAYOFFSETLINE D D 45° WSDOT STANDARD PLAN REFERENCES POLE AND ALL RELATED HARDWARE / COMPONENTS SHALL BE PAINTED RAL 9005TS "JET BLACK" UNLESS OTHERWISE SPECIFIED BY CITY OF RENTON TRANSPORTATION ENGINEERING. R-4214360 C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.10.dwg | Layout: 1TS1.04EPLOTTED: Nov 08, 2021-10:19:42am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-SIGNAL_RENTON.dwg; X-LEGEND.dwg; X-ALIGN.dwgIMAGES: No.REVISION DATEBY APP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL MARK F . WEGE N ERSTATE O F WASHING T ON41141REGISTER E DPRO FESSIONAL E N GINEERMETRO PROJECT ENGINEER RENTON SEGMENT FIELD TERMINATION DIAGRAM S GRADY WAY & LAKE AVE S 1TS1.04E 361 J. DAVIS J. DAVIS M. WEGENER   TO B E C O M P L E T E D A S P A R T O F T H E 9 0 % S U B MI T T A L R-4214361 C 15+00 16+00 v vvvC:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.10.dwg | Layout: 1TS1.05APLOTTED: Nov 05, 2021-10:15:27am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-SIGNAL_RENTON.dwg; X-LEGEND.dwg; X-ALIGN.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL MARK F . WEGE N ERSTATE O F WASHING T ON41141REGISTER E DPRO FESSIONAL E N GINEERMETRO PROJECT ENGINEER 10'20' SCALE: 1" = 20' 0' S GRADY WAY (GRA-LINE)SHATTUCKAVE S1 2 3 4 5 6 7 8 SIGNAL HEADS 11 61 62 63 21 22 23 51 68 69 28 29 31 81 82 88 42 41 71 48 89 49 12" 12"Y R 12"G G 12" 12" 12" 12" Y R Y NEW PHASES 1 & 6 CHANNEL A B PRE-EMPTION SCHEDULE C 4 & 7 2 & 5 D EVP AEVP BEVP C EVP D3 & 8 NOTES: 1.FOR GENERAL NOTES AND SYMBOLOGY SEE 1TS1.00. 2.FOR SIGNAL POLE DETAILS SEE 1TS1.05D. 3.FOR CONDUIT RUN AND WIRING INFORMATION SEE 1TS1.05C AND 1TS1.05E. 4.FOR CONSTRUCTION NOTES SEE 1TS1.05B. 5.FOR ILLUMINATION PLANS AND DETAILS SEE XXXXX. 6.FOR ITS PLANS AND DETAILS SEE XXXXX. 7.NEW VEHICLE SIGNAL HEADS 11, 21, 22, 23, 31, 41, 42, 51, 61, 62, 63, 71, 81 AND 82 SHALL BE INSTALLED WITH NEW MOUNTING TYPE "M" ON NEW MAST ARMS PER WSDOT STANDARD PLAN J-75.20. 8.NEW COUNTDOWN PEDESTRIAN SIGNAL HEADS 28, 29, 48, 49, 68, 69, 88 AND 89 SHALL BE INSTALLED WITH NEW MOUNTING TYPE "E" ON NEW POLE PER WSDOT STD. PLAN J-75.10. 9.NEW VEHICLE SIGNAL HEADS 12, 32, 52 AND 72 SHALL BE INSTALLED WITH NEW MOUNTING TYPE "D" ON NEW TYPE I POLES PER WSDOT STANDARD PLAN J-75.10. PROTECTED VEHICLE MOVEMENT PERMISSIVE VEHICLE MOVEMENT PEDESTRIAN MOVEMENT FY = FLASHING YELLOW RENTON SEGMENT SIGNAL PLAN S GRADY WAY & SHATTUCK AVE S 1TS1.05A J. DAVIS J. DAVIS M. WEGENER   72 12 32 52 2 2A 141513 3A 3 4 4A 81 1A 6 7 6 1243 5 FYFY 21, 22, 23, 41 42, 61, 62, 63 81, 82 11, 12, 31, 32 51, 52, 71, 72 28, 29, 48, 49 68, 69, 88, 89FLASHING PHASE DIAGRAM S. GRADY WAY SHATTUCK AVE. S. SIGNS D3-103 (EXISTING)S1 D3-103 (EXISTING)S3 YIELD LEFT TURN ON FLASHING YELLOW ONLY R10-101 (EXISTING) S4 R3-8LTR (EXISTING) S5 APS PUSH BUTTON MESSAGES PHASE AUDIBLE MESSAGE 2 "WAIT" "WAIT TO CROSS GRADY AT SHATTUCK" 4 "WAIT" "WAIT TO CROSS SHATTUCK AT GRADY" 6 "WAIT" "WAIT TO CROSS GRADY AT SHATTUCK" 8 "WAIT" "WAIT TO CROSS SHATTUCK AT GRADY" 5 10 107 8 TYP. 5 7 10 7 10 5 5 5 7 9 10 10 9 12 11 16 S3 S5S4 S1 S3 S4 S4S5 S4 S. GRADY WAY D3-103 (112" W x 24" H)S2 S2 FY FY 362 R-4214362 C 14+00 15+00 16+00 17+00 v vvv13+00 C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.10.dwg | Layout: 1TS1.05BPLOTTED: Nov 05, 2021-10:16:34am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-SIGNAL_RENTON.dwg; X-LEGEND.dwg; X-ALIGN.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL MARK F . WEGE N ERSTATE O F WASHING T ON41141REGISTER E DPRO FESSIONAL E N GINEERMETRO PROJECT ENGINEER S GRADY WAY (GRA-LINE)SHATTUCKAVE S20'40' SCALE: 1" = 40' 0' RENTON SEGMENT DETECTION PLAN S GRADY WAY & SHATTUCK AVE S 1TS1.05B J. DAVIS J. DAVIS M. WEGENER   ADVANCED VIDEO DETECTION PLACEMENT VIDEO ZONE OFFSET FROM STOP BAR V52, V24, V25, V26 180' V27, V28, V29 275' V42, V72 105' V12, V64, V65, V66 180' V67, V68, V69 275' V31 V32 V27 V28 V29 V26 V25 V24 V52 V51 V21 V22 V23 V63 V62 V61 V11 V12 V64 V65 V66 V67 V68 V69 V71V41 V42 V721 CONSTRUCTION NOTES: CONSTRUCT FOUNDATION PER SIGNAL STANDARD DETAIL CHART 1TS1.05D AND WSDOT STD. PLAN J-26.10. TOP OF FOUNDATION SHALL BE FLUSH WITH GRADE. FURNISH AND INSTALL TYPE III SIGNAL POLE WITH 25' MAST ARM AND 12' LUMINAIRE ARM. FURNISH AND INSTALL ONE 4-SECTION SIGNAL HEAD, TWO 3-SECTION SIGNAL HEADS, ONE EMERGENCY PRE-EMPTION DETECTOR AND ONE VIDEO DETECTION CAMERA ON THE MAST ARM. REMOVE AND RELOCATE ONE R10-101, ONE R3-8LQ AND ONE D3-103 SIGN FROM EXISTING MAST ARM TO NEW MAST ARM. FURNISH AND INSTALL TERMINAL CABINET ON SIGNAL POLE. FURNISH AND INSTALL ONE ROADWAY, TYPE III 90W LED LUMINAIRE ON 12' LUMINAIRE ARM. FURNISH AND INSTALL TYPE 1 SIGNAL STANDARD PER WSDOT STANDARD PLAN J-20.11 AND DETAIL 1TS1.05D. FURNISH AND INSTALL ONE 4-SECTION SIGNAL HEAD, TWO PEDESTRIAN SIGNAL HEADS AND TWO APS PEDESTRIAN PUSH BUTTONS WITH SIGNS ON SIGNAL POLE. CONSTRUCT FOUNDATION PER SIGNAL STANDARD DETAIL CHART 1TS1.05D AND WSDOT STD. PLAN J-26.10. TOP OF FOUNDATION SHALL BE FLUSH WITH GRADE. FURNISH AND INSTALL TYPE III SIGNAL POLE WITH 50' MAST ARM AND 12' LUMINAIRE ARM. FURNISH AND INSTALL ONE 4-SECTION SIGNAL HEAD, THREE 3-SECTION SIGNAL HEADS, TWO EMERGENCY PRE-EMPTION DETECTORS AND ONE VIDEO DETECTION CAMERA ON THE MAST ARM. REMOVE AND RELOCATE ONE R10-101 AND ONE D3-103 SIGN FROM EXISTING MAST ARM TO NEW MAST ARM. FURNISH AND INSTALL TERMINAL CABINET ON SIGNAL POLE. FURNISH AND INSTALL ONE ROADWAY, TYPE III 112W LED LUMINAIRE ON 12' LUMINAIRE ARM. FURNISH AND INSTALL TYPE 1 SIGNAL STANDARD PER WSDOT STANDARD PLAN J-20.11 AND DETAIL 1TS1.05D. FURNISH AND INSTALL ONE 4-SECTION SIGNAL HEAD, TWO PEDESTRIAN SIGNAL HEADS AND TWO APS PEDESTRIAN PUSH BUTTONS WITH SIGNS ON SIGNAL POLE. CONSTRUCT FOUNDATION PER SIGNAL STANDARD DETAIL CHART 1TS1.05D AND WSDOT STD. PLAN J-26.10. TOP OF FOUNDATION SHALL BE FLUSH WITH GRADE. FURNISH AND INSTALL TYPE III SIGNAL POLE WITH 35' MAST ARM AND 8' LUMINAIRE ARM. FURNISH AND INSTALL ONE 4-SECTION SIGNAL HEAD, TWO 3-SECTION SIGNAL HEADS, ONE EMERGENCY PRE-EMPTION DETECTOR AND ONE VIDEO DETECTION CAMERA ON THE MAST ARM. REMOVE AND RELOCATE ONE R10-101 AND ONE R3-8LQ SIGN FROM EXISTING MAST ARM TO NEW MAST ARM. FURNISH AND INSTALL TERMINAL CABINET ON SIGNAL POLE. FURNISH AND INSTALL ONE ROADWAY, TYPE III 112W LED LUMINAIRE ON 8' LUMINAIRE ARM. FURNISH AND INSTALL TYPE 1 SIGNAL STANDARD PER WSDOT STANDARD PLAN J-20.11 AND DETAIL 1TS1.05D. FURNISH AND INSTALL ONE 4-SECTION SIGNAL HEAD, TWO PEDESTRIAN SIGNAL HEADS AND TWO APS PEDESTRIAN PUSH BUTTONS WITH SIGNS ON SIGNAL POLE. CONSTRUCT FOUNDATION PER SIGNAL STANDARD DETAIL CHART 1TS1.05D AND WSDOT STD. PLAN J-26.10. TOP OF FOUNDATION SHALL BE FLUSH WITH GRADE. FURNISH AND INSTALL TYPE II SIGNAL POLE WITH 50' MAST ARM. FURNISH AND INSTALL ONE 4-SECTION SIGNAL HEAD, THREE 3-SECTION SIGNAL HEADS AND ONE VIDEO DETECTION CAMERA ON THE MAST ARM. REMOVE AND RELOCATE ONE R10-101 AND ONE D3-103 SIGN FROM EXISTING MAST ARM TO NEW MAST ARM. FURNISH AND INSTALL TERMINAL CABINET ON SIGNAL POLE. FURNISH AND INSTALL LED LUMINAIRE ON LUMINAIRE ARM. FURNISH AND INSTALL TYPE 1 SIGNAL STANDARD PER WSDOT STANDARD PLAN J-20.11 AND DETAIL 1TS1.05D. FURNISH AND INSTALL ONE 4-SECTION SIGNAL HEAD, TWO PEDESTRIAN SIGNAL HEADS AND TWO APS PEDESTRIAN PUSH BUTTONS WITH SIGNS ON SIGNAL POLE. 1A 2 2A 3 3A 4 4A 10 10 10 FURNISH AND INSTALL A NEW TYPE 8 JUNCTION BOX PER WSDOT STD. PLAN J-40.30. PRIOR TO THE REMOVAL OF EXISTING CABINET FOUNDATION, CONSTRUCT JOINT CONTROLLER/SERVICE CABINET FOUNDATION PER CITY OF RENTON STANDARD PLANS 126.1 AND 126.2. INSTALL ALL RELOCATED CONTROLLER EQUIPMENT AND CONNECT FIELD WIRING. VERIFY FINAL LOCATION WITH THE ENGINEER IN THE FIELD PRIOR TO POURING THE FOUNDATION. REMOVE EXISTING SIGNAL POLE AND EQUIPMENT. REMOVE FOUNDATION IN ITS ENTIRETY AND BACKFILL VOID. REMOVE AND SALVAGE ALL SIGNAL EQUIPMENT AND ASSOCIATED WIRING AND CONDUITS. REMOVE AND RELOCATE EXISTING SIGNS TO NEW POLES. RETURN ALL SIGNAL EQUIPMENT IN ITS EXISTING CONDITION TO THE CITY OF RENTON UNLESS OTHERWISE NOTED. ABANDON EX. VEHICLE DETECTION LOOPS ON THE NORTH, SOUTH, EAST AND WEST LEGS OF THE INTERSECTION PER WSDOT SPECIFICATIONS AND REMOVE ALL ASSOCIATED WIRING UNLESS OTHERWISE NOTED. 5 6 7 REMOVE EXISTING CABINET FOUNDATION. REMOVE AND RELOCATE EXISTING CONTROLLER CABINET AND ALL ASSOCIATED EQUIPMENT. REMOVE EXISTING JUNCTION BOXES, CONDUIT ELBOWS AND ALL ASSOCIATED WIRING AND CONDUITS. BACKFILL VOID. 9 10 8 363 R-4214363 C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.10.dwg | Layout: 1TS1.05CPLOTTED: Nov 05, 2021-11:06:06am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-SIGNAL_RENTON.dwg; X-LEGEND.dwg; X-ALIGN.dwgIMAGES: No.REVISION DATEBY APP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL MARK F . WEGE N ERSTATE O F WASHING T ON41141REGISTER E DPRO FESSIONAL E N GINEERMETRO PROJECT ENGINEER RENTON SEGMENT WIRING SCHEDULE S GRADY WAY & SHATTUCK AVE S 1TS1.05C 364 J. DAVIS J. DAVIS M. WEGENER   WIRE SCHEDULE NO. CONDUIT SIZE PPB / LOOP PRE-EMPTION PED APS VEH HEAD / PED HEAD CCTV VIDEO DETECTION SERVICE STREET LIGHT GROUND PERCENTAGE FILL NOTES 2CS 3CS 4C 5C CAT6e #6 AWG #8 AWG #6 AWG #8 AWG 1 2"2 1 2 2"2 1 3"1 SPARE 3 2"2 1 3"1 SPARE 4 3"4 1 10 2 1 3"1 SPARE 5 4"4 3 10 2 1 3"1 SPARE 6 3"1 2 1 1 2"2 1 7 3"2 3 1 8 3"2 5 1 1 3"1 SPARE 9 3"2 1 1 10 3"2 3 1 11 3"1 2 1 1 2"2 1 12 3"2 3 1 13 3"2 1 5 1 1 2"2 1 3"1 SPARE 14 3"2 2 1 1 2"2 1 15 3"2 3 1 16 3"4 3 10 2 1 2"2 1 3"1 SPARE # R-4214364 C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.10.dwg | Layout: 1TS1.05DPLOTTED: Nov 05, 2021-10:16:41am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-SIGNAL_RENTON.dwg; X-LEGEND.dwg; X-ALIGN.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL MARK F . WEGE N ERSTATE O F WASHING T ON41141REGISTER E DPRO FESSIONAL E N GINEERMETRO PROJECT ENGINEER RENTON SEGMENT POLE SCHEDULE S GRADY WAY & SHATTUCK AVE S 1TS1.05D J. DAVIS J. DAVIS M. WEGENER   POLE AND MAST ARM PER MANUFACTURER'S PLANS. MANUFACTURER'S PLANS SHALL BE SIGNED AND STAMPED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER. ELECTRICAL CURBSTANDARD FOUNDATION GG i ii 3' - 6" MEASURED FROM SIDEWALK SURFACE TO CENTER OF PEDESTRIAN PUSH BUTTON SIGNAL STANDARD CHART FIELD LOCATION TYPE MAST ARM LENGTH (FT) MOUNTING HEIGHT (FT) SIGNAL MAST ARM DATA LUMINAIRE ARM (FT)POLE ATTACHMENT POINT ANGLES (deg)FOUNDATION DEPTHS (FT) *REMARKSOFFSET DISTANCE - Z(FT) (POLE CENTERLINE TO ATTACHMENT POINT)WINDLOAD AREAS - XY (FT)²(X)(Y)(Z) = TOTAL (FT)³ **POLE #STATION OFFSET LT.RT.P.O.A.A1 A2 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 B1 B2 B3 B4 B6 B7 B9 B10 B11 B12 C D E1 E2 F G1 G2 H I1 I2 3' RD.3' SQ.4' RD. XXXX XXXX X 0 III 25 18.5 35 24 21 15.5 18.5 20 7.5 20 5 11.6 7.5 9.2 10.5 9.2 9.3 1427.9 12 90 90 270 TBD XXXX XXXX X 0 I 45 180 270 0 90 XXXX XXXX X 0 III 50 18.5 35 50 47 41 36 36 30.5 44 18.5 5 11.6 7.5 9.2 9.2 9.2 12 2360.1 12 0 0 180 TBD XXXX XXXX X 0 I 315 90 180 0 270 XXXX XXXX X 0 III 35 18.5 35 35 32 24 27 30 12.5 30 5 11.6 7.5 9.2 10.5 9.2 9.3 1838.2 8 90 90 270 TBD XXXX XXXX X 0 I 45 180 270 0 90 XXXX XXXX X 0 II 50 18.5 50 47 41 30 45 19.5 5 11.6 7.5 9.2 9.2 9.2 12 2325.1 0 0 180 TBD XXXX XXXX X 0 I 315 90 180 0 270 *FOUNDATION DEPTH IS BASED ON DESIGN LATERAL BEARING PRESSURE OF 1,500 - 2,500 FT^3 BASED ON TBD. **ASSUMES ADDITIONAL 500 FT3 FOR FUTURE EQUIPMENT ON NEW SIGNAL STANDARDS. 1 ASSUMES ADDITIONAL 500 FT3 FOR FUTURE EQUIPMENT ON NEW SIGNAL STANDARDS. 9 3 II PPBPPB II, III, SD N/A J-21.15 J-20.16 J-21.10 J-21.10 J-20.15 3 II 9 9 9 LUMINAIRE MAST ARM X Y Z (ft ) MAST ARM LENGTH X Y Z (ft ) FIXED BREAKAWAY PS I J-20.10 J-20.15 J-20.10 J-20.15 J-26.10,J-26.15 J-20.11N/A J-20.10 J-20.20 J-21.20 N/A 8 40'45'50' MAX. 4 SECTION 12"17.0' 20.9'22.0' 20.8'16.5' 53' - 180' MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO ROADWAY G H I a e j j B10 B11a b d a B2 B3 B6 4 1 2 OR SIGN b e 3.0 FT N/A N/A 36.0 SQ. FT. 15.0 SQ. FT. AREA MIN. 17.5'19.2' 18.0'19.7' 16.5' SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY ALL i85°E E FF G H I A1 12' - 0"10' - 0"8' - 0"b c a gg B9 h i LIMITS OF VERTICAL CLEARANCE a b b B1 B4 B5 B7 ROADWAY 7 1 2 1 2 2 1 2 2 3 c 3.0 FT N/A 3.0 FT 7.5 SQ. FT. HEIGHT WIDTH 5 TYPE II, III & SD SIGNAL STANDARD NOTES 6 7 1 2 k B8 2 3 4 3 2 3 4 90° 0° E2 E1 E2 ` 90° 90°E1180° 270° ` ` 5 3 SECTION, 4 SECTION AND GREATER SIGNAL HEADS SHALL USE TYPE M MOUNTING COUPLING INSTALLED AT OFFSET INDICATED IN PLANS. FIELD INSTALLED. SIGN SIZES SHALL NOT EXCEED THE MAXIMUM VALUES LISTED AT RIGHT. LOCATION SHALL BE APPROVED BY CITY OF RENTON ENGINEER PRIOR TO INSTALLATION. VIDEO DETECTION CAMERA LOCATED BETWEEN THROUGH AND LEFT TURN LANE, OR CENTERED ON APPROACH IF LEFT TURN LANE DOES NOT EXIST. 1' - 0" MIN. TO 2' - 6" MAX. FROM POLE CENTERLINE TO SIGN EDGE. FOR POST MOUNTED SIGNS THERE SHALL BE 2' - 0" MIN. FROM THE FACE OF CURB OR THE EDGE OF THE SHOULDER TO THE EDGE OF THE SIGN. PLACEMENT SHALL BE 2' - 0" MIN. FROM FACE OF CURB OR EDGE OF SHOULDER; 3' - 0" MIN. FROM FACE OF GUARDRAIL; 4' - 0" MIN. FROM CONC. BARRIER TYPE 2 (MEASURED FROM A POINT WHERE THE BARRIER BASE MEETS THE SHOULDER SURFACE (TOE). MEASUREMENT TAKEN FROM TRAFFIC SIDE OF BARRIER; TO FACE OF POLE. INSTALL POLE TAG IN FOUNDATION PER RENTON STANDARD PLAN 139. a.VEHICLE DISPLAY b.MAST ARM MTD. SIGN c.STREET NAME SIGN d.PRE-EMPT DETECTOR e. POST MTD. SIGN f. LUMINAIRE g. PEDESTRIAN DISPLAY h. TERMINAL CABINET i. APS PUSH BUTTON j. HANDHOLE k. VIDEO DETECTION CAMERA l. PTZ CAMERA TYPE PPB PPB POST TYPE PS PED. HEAD STANDARD TYPE I VEHICLE HEAD STANDARD DMS OR VMS IS NOT ALLOWED ON THESE POLES.8' - 0"8' - 0"10' - 0"g g g g a THICKENED EDGE FOR FOUNDATIONS LOCATED WITHIN SIDEWALK: ANCHOR BOLTS, PROVIDE ADEQUATE ADDITIONAL LENGTH TO ACCOMMODATE SIDEWALK THICKNESS WHILE MAINTAINING EMBEDMENT REQUIREMENTS. AT LEAST TWO FULL THREADS SHALL EXTEND ABOVE THE TOP HEAVY-HEX NUT. ANCHOR BOLTS MAY BE CUT TO ACCOMMODATE ANCHOR BOLT COVER SIDEWALK & THICKENED EDGE, SIDEWALK THICKNESS DEFINED IN CONTRACT PLANS, PLACE ABOVE AND AROUND PERIMETER OF TOP OF FOUNDATION 1 2" MINIMUM SPACE BETWEEN BOTTOM OF HEAVY-HEX NUT AND CONCRETE MEASURE ATTACHMENT POINT ANGLES CLOCKWISE FROM POLE ORIENTATION LINE (E1 ATTACHMENT POINT) TO THE ATTACHMENT POINT LOCATION ATTACHMENT POINT ALL HANDHOLES AT 180^ FROM E1 ANCHOR BOLT PLATE LOCATION STATION POLE ORIENTATION LINE (E1 ATTACHMENT POINT) POLE ORIENTATION ANGLE (P.O.A.) DEGREES CLOCKWISE FROM OFFSET LINE TO POLE ORIENTATION LINE (E1 ATTACHMENT POINT) STANDARD TYPE POLE 27" 27"2 3 LUMINAIRE, MOUNTING, SHROUD AND ARM PER STD PLANS 117.1 AND 117.3. LUMINAIRE ARM LENGTH PER DESIGN PLANS f l HORIZONTAL DISTANCE FROM STOP LINE 3 SECTION 12" 5 SECTION CLUSTER 12" 16' 14' 12' 10' 8' 6' 52.8 46.2 39.6 33.0 26.4 19.8 6"7" MAX6"POLE ORIENTATION AND ATTACHMENT POINTROADWAYOFFSETLINE 1A 2 2A 3 3A 4 4A D D 45° WSDOT STANDARD PLAN REFERENCES POLE AND ALL RELATED HARDWARE / COMPONENTS SHALL BE PAINTED RAL 9005TS "JET BLACK" UNLESS OTHERWISE SPECIFIED BY CITY OF RENTON TRANSPORTATION ENGINEERING. 365 R-4214365 C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.10.dwg | Layout: 1TS1.05EPLOTTED: Nov 05, 2021-10:16:46am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-SIGNAL_RENTON.dwg; X-LEGEND.dwg; X-ALIGN.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL MARK F . WEGE N ERSTATE O F WASHING T ON41141REGISTER E DPRO FESSIONAL E N GINEERMETRO PROJECT ENGINEER RENTON SEGMENT FIELD TERMINATION DIAGRAM S GRADY WAY & SHATTUCK AVE S 1TS1.05E J. DAVIS J. DAVIS M. WEGENER   TO B E C O M P L E T E D A S P A R T O F T H E 9 0 % S U B MI T T A L 366 R-4214366 25+27 25+0010+00 11+00 CSSSCvvvvvv C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.20.dwg | Layout: 1TS1.06APLOTTED: Nov 17, 2021-04:37:30pm By OsunaPXREFS: KCMTD-BORDER_2020.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL MARK F . WEGE N ERSTATE O F WASHING T ON41141REGISTER E DPRO FESSIONAL E N GINEERMETRO PROJECT ENGINEER 10'20' SCALE: 1" = 20' 0' TALBOT RD S (TAL-B-LINE)S GRADY WAY(GRA-LINE)RENTON SEGMENT SIGNAL PLAN S GRADY WAY & TALBOT RD S 1TS1.06A J. DAVIS J. DAVIS M. WEGENER   1 2 5 6 SIGNAL HEADS PHASES 2 & 5 CHANNEL A B PRE-EMPTION SCHEDULE C 4 & 7 1 & 6 D 3 & 8 PROTECTED VEHICLE MOVEMENT PEDESTRIAN MOVEMENT QJ = QUEUE JUMP FLASHING PHASE DIAGRAM APS PUSH BUTTON MESSAGES PHASE AUDIBLE MESSAGE 2 "WAIT" "WAIT TO CROSS TALBOT AT GRADY" 4 "WAIT" "WAIT TO CROSS GRADY AT TALBOT" 6 "WAIT" "WAIT TO CROSS TALBOT AT GRADY" 8 "WAIT" "WAIT TO CROSS GRADY AT TALBOT" 12" 12"Y R 12"G 12" 12"Y R 12"G 12" 12"Y R 12"G 12" 12"Y R 12"G EXISTING NEW 41, 42, 81, 82 31, 32, 71 29, 48, 69, 88 21, 22, 61, 62 11, 51, 52 28, 49, 68, 89 91 NB QJ 31 81 82 71 72 41 42 91 88 69 51522122 28 89 11 61 62 49 68 9 10 2A 2 8 7 EVP BEVP AEVP C EVP D 3A 11 12 3 5 13 4A4 4B 5 15 14 17 5 18 6 5 1 2 7 7 9 1A 10 9 4 5 1 3 6 S1 S1 S1 SIGNS RD STALBOT D3-103 (RELOCATED)S1 29 48 10 10 10 11 16 NOTES: 1.FOR GENERAL NOTES AND SYMBOLOGY SEE 1TS1.00. 2.FOR SIGNAL POLE DETAILS SEE 1TS1.06D. 3.FOR CONDUIT RUN AND WIRING INFORMATION SEE 1TS1.06C AND 1TS1.06E. 4.FOR CONSTRUCTION NOTES SEE 1TS1.06B. 5.FOR ILLUMINATION PLANS AND DETAILS SEE XXXXX. 6.FOR ITS PLANS AND DETAILS SEE XXXXX. 7.NEW VEHICLE SIGNAL HEADS 11, 21, 22, 51, 52, 61, 62 AND 91 SHALL BE INSTALLED WITH NEW MOUNTING TYPE "M" ON NEW MAST ARMS PER WSDOT STANDARD PLAN J-75.20. 8.NEW COUNTDOWN PEDESTRIAN SIGNAL HEADS 28, 49, 68 AND 89 SHALL BE INSTALLED WITH NEW MOUNTING TYPE "C" ON NEW PS POLE PER WSDOT STD. PLAN J-75.10-02. 9.LOOP DETECTORS V91 AND V92 SHALL CALL QUEUE JUMP PHASE 9. PROGRAM THE CONTROLLER SO THAT BOTH LOOPS MUST BE OCCUPIED AT THE SAME TIME TO CALL QUEUE JUMP PHASE 9. S2 SPECIAL (XX" W x XX" H) S2 BUS SIGNAL S3 R3-1 (36" W x 36" H) BLANK-OUT S3 12" 12" 12" BUS SIGNAL 9 3 7 4 8 NB QJ 10 367 R-4214367 25+27 24+0025+0010+00 11+00 12+00 13+00 CSSSSSCvvvvvv C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.20.dwg | Layout: 1TS1.06BPLOTTED: Nov 17, 2021-04:38:56pm By OsunaPXREFS: KCMTD-BORDER_2020.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL MARK F . WEGE N ERSTATE O F WASHING T ON41141REGISTER E DPRO FESSIONAL E N GINEERMETRO PROJECT ENGINEER TALBOT RD S (TAL-B-LINE)S GRADYWAY20'40' SCALE: 1" = 40' 0' RENTON SEGMENT DETECTION PLAN S GRADY WAY & TALBOT RD S 1TS1.06B J. DAVIS J. DAVIS M. WEGENER   ADVANCED VIDEO DETECTION PLACEMENT VIDEO ZONE OFFSET FROM STOP BAR V92 35' V73, V74, V43, V44, V93 180' V75, V76, V45, V46, V94 275' V52, V24, V25, V26 180' V53, V27, V28, V29 275' V32, V83, V84 105' V12, V63, V64, V65 180' V66, V67, V68 275' V84 V83 V32 V31 V81 V82 V26 V25 V24 V52 V53V27V28V29 V23 V22 V21 V51 V91 V42 V41 V72 V71 V73 V74 V43 V44 V93 V75 V76 V45 V46 V94 V66 V67 V68 V12 V63 V64 V65 V11 V61 V62 1 CONSTRUCTION NOTES: CONSTRUCT FOUNDATION PER SIGNAL STANDARD DETAIL CHART 1TS1.06D AND WSDOT STD. PLAN J-26.10. TOP OF FOUNDATION SHALL BE FLUSH WITH GRADE. FURNISH AND INSTALL TYPE III SIGNAL POLE WITH 45' MAST ARM AND 12' LUMINAIRE ARM. FURNISH AND INSTALL FOUR 3-SECTION SIGNAL HEADS, TWO EMERGENCY PRE-EMPTION DETECTORS AND ONE VIDEO DETECTION CAMERA ON THE MAST ARM. REMOVE AND RELOCATE ONE D3-103 SIGN FROM EXISTING MAST ARM TO NEW MAST ARM. FURNISH AND INSTALL TERMINAL CABINET ON SIGNAL POLE. FURNISH AND INSTALL ONE ROADWAY, TYPE III 224W LED LUMINAIRE ON 12' LUMINAIRE ARM. FURNISH AND INSTALL TYPE PS SIGNAL STANDARD PER WSDOT STANDARD PLAN J-20.11 AND DETAIL 1TS1.06D. FURNISH AND INSTALL TWO PEDESTRIAN SIGNAL HEADS AND TWO APS PEDESTRIAN PUSH BUTTONS WITH SIGNS ON SIGNAL POLE. FURNISH AND INSTALL ONE 3-SECTION SIGNAL HEAD WITH SPECIAL "BUS ONLY" SIGN AND ONE R3-1 BLANK-OUT SIGN TO EXISTING MAST ARM. MOUNT HEAD AND SIGN USING "ASTRO-BRAC" OR SIMILAR CABLE MOUNTED BRACKET AND CLAMP. FIELD-DRILL A HOLE IN THE MAST ARM FROM CABLE ROUTING AND COAT EXPOSED STEEL WITH ZINC-RICH PAINT. RELOCATE EXISTING SIGNAL HEADS AND EQUIPMENT PER 1TS1.06D. PROTECT EXISTING TYPE III SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE UNLESS OTHERWISE SPECIFIED. FURNISH AND INSTALL TWO APS PEDESTRIAN PUSH BUTTONS WITH SIGNS ON SIGNAL POLE. REMOVE EXISTING PEDESTRIAN PUSH BUTTONS FROM EXISTING TYPE PS SIGNAL STANDARD. PROTECT EXISTING TYPE PS SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE UNLESS OTHERWISE SPECIFIED. CONSTRUCT FOUNDATION PER SIGNAL STANDARD DETAIL CHART 1TS1.06D AND WSDOT STD. PLAN J-26.10. TOP OF FOUNDATION SHALL BE FLUSH WITH GRADE. FURNISH AND INSTALL TYPE III SIGNAL POLE WITH 50' MAST ARM AND 12' LUMINAIRE ARM. FURNISH AND INSTALL THREE 3-SECTION SIGNAL HEADS AND ONE VIDEO DETECTION CAMERA ON THE MAST ARM. REMOVE AND RELOCATE ONE D3-103 SIGN FROM EXISTING MAST ARM TO NEW MAST ARM. FURNISH AND INSTALL TERMINAL CABINET ON SIGNAL POLE. FURNISH AND INSTALL ONE ROADWAY, TYPE III 224W LED LUMINAIRE ON 12' LUMINAIRE ARM. FURNISH AND INSTALL TYPE PS SIGNAL STANDARD PER WSDOT STANDARD PLAN J-20.11 AND DETAIL 1TS1.06D. FURNISH AND INSTALL TWO PEDESTRIAN SIGNAL HEADS AND TWO APS PEDESTRIAN PUSH BUTTONS WITH SIGNS ON SIGNAL POLE. PROTECT EXISTING TYPE III SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. FURNISH AND INSTALL TYPE PPB SIGNAL STANDARD PER WSDOT STANDARD PLAN J-20.11 AND DETAIL 1TS1.06D. FURNISH AND INSTALL ONE APS PEDESTRIAN PUSH BUTTON WITH SIGN ON SIGNAL POLE. FURNISH AND INSTALL TYPE PPB SIGNAL STANDARD PER WSDOT STANDARD PLAN J-20.11 AND DETAIL 1TS1.06D. FURNISH AND INSTALL ONE APS PEDESTRIAN PUSH BUTTON WITH SIGN ON SIGNAL POLE. FURNISH AND INSTALL A NEW TYPE 8 JUNCTION BOX PER WSDOT STD. PLAN J-40.30. PRIOR TO THE REMOVAL OF EXISTING CABINET FOUNDATIONS, CONSTRUCT JOINT CONTROLLER/SERVICE CABINET FOUNDATION PER CITY OF RENTON STANDARD PLANS 126.1 AND 126.2. INSTALL ALL RELOCATED CONTROLLER EQUIPMENT AND CONNECT FIELD WIRING. VERIFY FINAL LOCATION WITH THE ENGINEER IN THE FIELD PRIOR TO POURING THE FOUNDATION. REMOVE EXISTING SIGNAL POLE AND EQUIPMENT. REMOVE FOUNDATION IN ITS ENTIRETY AND BACKFILL VOID. REMOVE AND SALVAGE ALL SIGNAL EQUIPMENT AND ASSOCIATED WIRING AND CONDUITS. REMOVE AND RELOCATE EXISTING SIGNS AND PEDESTRIAN SIGNAL HEADS TO NEW POLES. RETURN ALL SIGNAL EQUIPMENT IN ITS EXISTING CONDITION TO THE CITY OF RENTON UNLESS OTHERWISE NOTED. ABANDON EX. VEHICLE DETECTION LOOPS ON THE EAST LEG OF THE INTERSECTION PER WSDOT SPECIFICATIONS AND REMOVE ALL ASSOCIATED WIRING UNLESS OTHERWISE NOTED. REMOVE EXISTING CABINET FOUNDATIONS. REMOVE AND RELOCATE EXISTING CONTROLLER CABINETS AND ALL ASSOCIATED EQUIPMENT. REMOVE AND SALVAGE ALL WIRING AND CONDUIT. REMOVE EXISTING JUNCTION BOXES, CONDUIT ELBOWS AND ALL ASSOCIATED WIRING AND CONDUITS. BACKFILL VOID. INTERCEPT EXISTING CONDUIT AND EXTEND TO NEW JUNCTION BOX. 1A 2 2A 3 3A 4 4A 4B 6 7 8 9 10 5 810 11 V92 (GRA-LINE)12 PROGRAM CONTROLLER SO THAT DETECTION ZONES V91 AND V92 MUST BOTH RECEIVE A CALL SIMULTANEOUSLY TO ACTIVATE QUEUE JUMP PHASE 9 AND 10. 12 368 R-4214368 C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.20.dwg | Layout: 1TS1.06CPLOTTED: Nov 05, 2021-10:21:52am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL MARK F . WEGE N ERSTATE O F WASHING T ON41141REGISTER E DPRO FESSIONAL E N GINEERMETRO PROJECT ENGINEER RENTON SEGMENT WIRING SCHEDULE S GRADY WAY & TALBOT RD S 1TS1.06C 369 J. DAVIS J. DAVIS M. WEGENER   WIRE SCHEDULE NO. CONDUIT SIZE PPB / LOOP PRE-EMPTION PED APS VEH HEAD / PED HEAD CCTV VIDEO DETECTION SERVICE STREET LIGHT GROUND PERCENTAGE FILL NOTES 2CS 3CS 4C 5C CAT6e #6 AWG #8 AWG #6 AWG #8 AWG 1 2"2 1 2 2"2 1 3"1 SPARE 3 3"8 4 4 1 3"18 1 4 3"2 2 1 1 2"2 1 5 3"2 2 1 6 2.5"2 2 6 1 1 7 EX 2.5"2 2 6 1 1 8 EX 2.5"2 2 6 1 1 9 EX 3"2 4 1 1 EX 2"1 SPARE 10 EX 2"2 2 1 11 3"2 1 1 2"2 1 12 2"2 2 1 13 3"2 4 1 1 2"2 1 3"1 SPARE 14 3"2 4 1 1 2"2 1 15 2"1 1 1 16 2"1 1 1 17 3"2 4 1 1 2"2 1 3"1 SPARE 18 3"4 8 2 1 2"2 1 3"1 SPARE # R-4214369 C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.20.dwg | Layout: 1TS1.06DPLOTTED: Nov 05, 2021-10:21:57am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL MARK F . WEGE N ERSTATE O F WASHING T ON41141REGISTER E DPRO FESSIONAL E N GINEERMETRO PROJECT ENGINEER RENTON SEGMENT POLE SCHEDULE S GRADY WAY & TALBOT RD S 1TS1.06D 370 J. DAVIS J. DAVIS M. WEGENER   SIGNAL STANDARD CHART FIELD LOCATION TYPE MAST ARM LENGTH (FT) MOUNTING HEIGHT (FT) SIGNAL MAST ARM DATA LUMINAIRE ARM (FT)POLE ATTACHMENT POINT ANGLES (deg)FOUNDATION DEPTHS (FT) *REMARKSOFFSET DISTANCE - Z(FT) (POLE CENTERLINE TO ATTACHMENT POINT)WINDLOAD AREAS - XY (FT)²(X)(Y)(Z) = TOTAL (FT)³ **POLE #STATION OFFSET LT.RT.P.O.A.A1 A2 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 B12 B1 B2 B3 B4 B6 B7 B9 B10 B11 B12 C D E1 E2 F G1 G2 H I1 I2 3' RD.3' SQ.4' RD. XXXX XXXX X 0 III 45 18.5 35 45 37 31.5 31.5 26 33.5 17.5 5 9.2 9.2 9.2 9.2 7.5 1731.7 12 0 0 180 TBD P.O.A MEASURED FROM GRA-LINE.XXXX XXXX X 0 PS 90 180 0 270 XXXX XXXX X 0 II 46 18 45.5 33.5 40 38 24 29 15 7 10 4 9.2 9.2 9.2 9.2 10.2 ***9 7.5 1294.5 0 180 TBD P.O.A MEASURED FROM TAL-B-LINE. XXXX XXXX X 0 PS 90 180 0 270 XXXX XXXX X 0 III 50 18.5 35 50 37.5 27 44 5 9.2 9.2 9.2 7.5 1630.5 12 90 90 270 TBD XXXX XXXX X 0 PS 180 270 0 90 XXXX XXXX X 0 PPB 270 XXXX XXXX X 0 PPB 0 *FOUNDATION DEPTH IS BASED ON DESIGN LATERAL BEARING PRESSURE OF 1,500 - 2,500 FT^3 BASED ON TBD. **ASSUMES ADDITIONAL 500 FT3 FOR FUTURE EQUIPMENT ON NEW SIGNAL STANDARDS. *** B10 DESIGNATES A QUEUE JUMP SIGNAL HEAD. MOUNT SPECIAL "BUS ONLY" SIGN BELOW SIGNAL HEAD. 1 1A 2 2A 3 3A 4A 4B POLE AND MAST ARM PER MANUFACTURER'S PLANS. MANUFACTURER'S PLANS SHALL BE SIGNED AND STAMPED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER. ELECTRICAL CURBSTANDARD FOUNDATION GG i ii 3' - 6" MEASURED FROM SIDEWALK SURFACE TO CENTER OF PEDESTRIAN PUSH BUTTON ASSUMES ADDITIONAL 500 FT3 FOR FUTURE EQUIPMENT ON NEW SIGNAL STANDARDS. 9 3 II PPBPPB II, III, SD N/A J-21.15 J-20.16 J-21.10 J-21.10 J-20.15 3 II 9 9 9 LUMINAIRE MAST ARM X Y Z (ft ) MAST ARM LENGTH X Y Z (ft ) FIXED BREAKAWAY PS I J-20.10 J-20.15 J-20.10 J-20.15 J-26.10,J-26.15 J-20.11N/A J-20.10 J-20.20 J-21.20 N/A 8 40'45'50' MAX. 4 SECTION 12"17.0' 20.9'22.0' 20.8'16.5' 53' - 180' MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO ROADWAY G H I a e j j B10 B12a b d a B2 B3 B6 4 1 2 OR SIGN b e 3.0 FT N/A N/A 36.0 SQ. FT. 15.0 SQ. FT. AREA MIN. 17.5'19.2' 18.0'19.7' 16.5' SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY ALL i85°E E FF G H I A1 12' - 0"10' - 0"8' - 0"b c a gg B9 h i LIMITS OF VERTICAL CLEARANCE a b b B1 B4 B5 B7 ROADWAY 7 1 2 1 2 2 1 2 2 3 c 3.0 FT N/A 3.0 FT 7.5 SQ. FT. HEIGHT WIDTH 5 TYPE II, III & SD SIGNAL STANDARD NOTES 6 7 1 2 k B8 2 3 4 3 2 3 4 90° 0° E2 E1 E2 ` 90° 90°E1180° 270° ` ` 5 3 SECTION, 4 SECTION AND GREATER SIGNAL HEADS SHALL USE TYPE M MOUNTING COUPLING INSTALLED AT OFFSET INDICATED IN PLANS. FIELD INSTALLED. SIGN SIZES SHALL NOT EXCEED THE MAXIMUM VALUES LISTED AT RIGHT. LOCATION SHALL BE APPROVED BY CITY OF RENTON ENGINEER PRIOR TO INSTALLATION. VIDEO DETECTION CAMERA LOCATED BETWEEN THROUGH AND LEFT TURN LANE, OR CENTERED ON APPROACH IF LEFT TURN LANE DOES NOT EXIST. 1' - 0" MIN. TO 2' - 6" MAX. FROM POLE CENTERLINE TO SIGN EDGE. FOR POST MOUNTED SIGNS THERE SHALL BE 2' - 0" MIN. FROM THE FACE OF CURB OR THE EDGE OF THE SHOULDER TO THE EDGE OF THE SIGN. PLACEMENT SHALL BE 2' - 0" MIN. FROM FACE OF CURB OR EDGE OF SHOULDER; 3' - 0" MIN. FROM FACE OF GUARDRAIL; 4' - 0" MIN. FROM CONC. BARRIER TYPE 2 (MEASURED FROM A POINT WHERE THE BARRIER BASE MEETS THE SHOULDER SURFACE (TOE). MEASUREMENT TAKEN FROM TRAFFIC SIDE OF BARRIER; TO FACE OF POLE. INSTALL POLE TAG IN FOUNDATION PER RENTON STANDARD PLAN 139. a.VEHICLE DISPLAY b.MAST ARM MTD. SIGN c.STREET NAME SIGN d.PRE-EMPT DETECTOR e. POST MTD. SIGN f. LUMINAIRE g. PEDESTRIAN DISPLAY h. TERMINAL CABINET i. APS PUSH BUTTON j. HANDHOLE k. VIDEO DETECTION CAMERA l. PTZ CAMERA TYPE PPB PPB POST TYPE PS PED. HEAD STANDARD TYPE I VEHICLE HEAD STANDARD DMS OR VMS IS NOT ALLOWED ON THESE POLES.8' - 0"8' - 0"10' - 0"g g g g a THICKENED EDGE FOR FOUNDATIONS LOCATED WITHIN SIDEWALK: ANCHOR BOLTS, PROVIDE ADEQUATE ADDITIONAL LENGTH TO ACCOMMODATE SIDEWALK THICKNESS WHILE MAINTAINING EMBEDMENT REQUIREMENTS. AT LEAST TWO FULL THREADS SHALL EXTEND ABOVE THE TOP HEAVY-HEX NUT. ANCHOR BOLTS MAY BE CUT TO ACCOMMODATE ANCHOR BOLT COVER SIDEWALK & THICKENED EDGE, SIDEWALK THICKNESS DEFINED IN CONTRACT PLANS, PLACE ABOVE AND AROUND PERIMETER OF TOP OF FOUNDATION 1 2" MINIMUM SPACE BETWEEN BOTTOM OF HEAVY-HEX NUT AND CONCRETE MEASURE ATTACHMENT POINT ANGLES CLOCKWISE FROM POLE ORIENTATION LINE (E1 ATTACHMENT POINT) TO THE ATTACHMENT POINT LOCATION ATTACHMENT POINT ALL HANDHOLES AT 180^ FROM E1 ANCHOR BOLT PLATE LOCATION STATION POLE ORIENTATION LINE (E1 ATTACHMENT POINT) POLE ORIENTATION ANGLE (P.O.A.) DEGREES CLOCKWISE FROM OFFSET LINE TO POLE ORIENTATION LINE (E1 ATTACHMENT POINT) STANDARD TYPE POLE 27" 27"2 3 LUMINAIRE, MOUNTING, SHROUD AND ARM PER STD PLANS 117.1 AND 117.3. LUMINAIRE ARM LENGTH PER DESIGN PLANS f l HORIZONTAL DISTANCE FROM STOP LINE 3 SECTION 12" 5 SECTION CLUSTER 12" 16' 14' 12' 10' 8' 6' 52.8 46.2 39.6 33.0 26.4 19.8 6"7" MAX6"POLE ORIENTATION AND ATTACHMENT POINTROADWAYOFFSETLINE D D 45° B11 b 2 WSDOT STANDARD PLAN REFERENCES POLE AND ALL RELATED HARDWARE / COMPONENTS SHALL BE PAINTED RAL 9005TS "JET BLACK" UNLESS OTHERWISE SPECIFIED BY CITY OF RENTON TRANSPORTATION ENGINEERING. R-4214370 C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.20.dwg | Layout: 1TS1.06EPLOTTED: Nov 05, 2021-10:22:01am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL MARK F . WEGE N ERSTATE O F WASHING T ON41141REGISTER E DPRO FESSIONAL E N GINEERMETRO PROJECT ENGINEER RENTON SEGMENT FIELD TERMINATION DIAGRAM S GRADY WAY & TALBOT RD S 1TS1.06E 371 J. DAVIS J. DAVIS M. WEGENER   TO B E C O M P L E T E D A S P A R T O F T H E 9 0 % S U B MI T T A L R-4214371 22+0023+00CCC:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.20.dwg | Layout: 1TS1.07APLOTTED: Nov 05, 2021-10:22:22am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL MARK F . WEGE N ERSTATE O F WASHING T ON41141REGISTER E DPRO FESSIONAL E N GINEERMETRO PROJECT ENGINEERTALBOT RD SI-405 S B OFF-RA M P (TAL-B-LINE)S RENTON VILLAGE PL PHASES 2 & 5 CHANNEL A B PRE-EMPTION SCHEDULE C 4 & 7 6 D 3 & 8 RENTON SEGMENT SIGNAL PLAN TALBOT RD S & I-405 SB OFF RAMP 1TS1.07A 372 J. DAVIS J. DAVIS M. WEGENER   10'20' SCALE: 1" = 20' 0' 1 3 4 5 9* 7 SIGNAL HEADS PROTECTED VEHICLE MOVEMENT PEDESTRIAN MOVEMENT QJ = QUEUE JUMP LEADING PEDESTRIAN INTERVAL (LP) FLASHING PHASE DIAGRAM 12" 12"Y R 12"G 12" 12"Y R 12"G EXISTING NEW 21, 22, 61, 62, 63, 81, 82 31, 32, 33, 71 69, 88 8* 51 21 22EVP A28 89 82 71 41 EVP B 88 69 81 EVP D 32 31 68 91 63 62 61 EVP C42 29 33 RELOCATED 12" 12" 12" 12" 12"Y R 12"G 41, 42 Y R G Y 12" 51 NOT USED OLA SB QJ 2*6* 22A 3 44A 6 S2 5 6 1A 4 9 5 1 2 3 9 7 TYP. 1 8 13 NOTES: 1.FOR GENERAL NOTES AND SYMBOLOGY SEE 1TS1.00. 2.FOR SIGNAL POLE DETAILS SEE 1TS1.07D. 3.FOR CONDUIT RUN AND WIRING INFORMATION SEE 1TS1.07C AND 1TS1.07E. 4.FOR CONSTRUCTION NOTES SEE 1TS1.07B. 5.FOR ILLUMINATION PLANS AND DETAILS SEE XXXXX. 6.FOR ITS PLANS AND DETAILS SEE XXXXX. 7.NEW VEHICLE SIGNAL HEAD 91 SHALL BE INSTALLED WITH NEW MOUNTING TYPE "M" ON EXISTING MAST ARM PER WSDOT STANDARD PLAN J-75.20. 8.NEW COUNTDOWN PEDESTRIAN SIGNAL HEADS 69 AND 88 SHALL BE INSTALLED WITH NEW MOUNTING TYPE "D" ON NEW POLES PER WSDOT STD. PLAN J-75.10. 9.LOOP DETECTORS 911 AND 912 SHALL CALL QUEUE JUMP PHASE 9. PROGRAM THE CONTROLLER SO THAT BOTH LOOPS MUST BE OCCUPIED AT THE SAME TIME TO CALL QUEUE JUMP PHASE 9. SPECIAL (XX" W x XX" H) S1 BUS SIGNAL SIGNS 91 12" 12" 12" BUS SIGNAL 28, 29, 68, 89 S RENTON VILLAGE PLACE D3-103 (120" W x 24" H)S2 S1 * R-4214372 21+0022+0023+00CCSC:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.20.dwg | Layout: 1TS1.07BPLOTTED: Nov 05, 2021-10:22:59am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL MARK F . WEGE N ERSTATE O F WASHING T ON41141REGISTER E DPRO FESSIONAL E N GINEERMETRO PROJECT ENGINEERI-405 S B OFF- R A M P S RENTON VILLAGE PL 20'40' SCALE: 1" = 40' 0'TALBOT RD S(TAL-B-LINE)RENTON SEGMENT DETECTION PLAN TALBOT RD S & I-405 SB OFF RAMP 1TS1.07B 373 J. DAVIS J. DAVIS M. WEGENER   611621631911 912 633 623 613 612622632 614 7 10 11 10 10 11 11 ADVANCED DETECTION PLACEMENT LOOP NUMBERS OFFSET FROM STOP BAR 912 35' 614 110' 625, 635, 913 320' 9 8 624634 625635913 1 CONSTRUCTION NOTES: FURNISH AND INSTALL TYPE PS SIGNAL STANDARD PER WSDOT STANDARD PLAN J-20.11 AND DETAIL 1TS1.07D. FURNISH AND INSTALL ONE PEDESTRIAN SIGNAL HEAD AND ONE APS PEDESTRIAN PUSH BUTTON WITH SIGN ON SIGNAL POLE. FURNISH AND INSTALL TYPE PS SIGNAL STANDARD PER WSDOT STANDARD PLAN J-20.11 AND DETAIL 1TS1.07D. FURNISH AND INSTALL ONE PEDESTRIAN SIGNAL HEAD AND ONE APS PEDESTRIAN PUSH BUTTON WITH SIGN ON SIGNAL POLE. PROTECT EXISTING TYPE III SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. PROTECT EXISTING TYPE PS SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. PROTECT EXISTING TYPE I SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. FURNISH AND INSTALL ONE THREE SECTION SIGNAL HEAD WITH ONE SPECIAL SIGN AND ONE STREET NAME SIGN ON THE EXISTING MAST ARM. MOUNT SIGNAL HEAD USING "ASTRO-BRAC" OR SIMILAR CABLE MOUNTED BRACKET AND CLAMP. FIELD-DRILL A HOLE IN THE MAST ARM FOR CABLE ROUTING AND COAT EXPOSED STEEL WITH ZINC-RICH PAINT. PROTECT EXISTING TYPE III SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. PROTECT EXISTING TYPE PS SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. PROTECT EXISTING CONTROLLER CABINET, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. PROTECT EXISTING SERVICE CABINET, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. ABANDON EX. VEHICLE DETECTION LOOPS ON THE NORTH LEG OF THE INTERSECTION PER WSDOT SPECIFICATIONS AND REMOVE ALL ASSOCIATED WIRING UNLESS OTHERWISE NOTED. REMOVE EXISTING JUNCTION BOXES, CONDUIT ELBOWS AND ALL ASSOCIATED WIRING AND CONDUITS. BACKFILL VOID. REMOVE EXISTING SIGNAL POLE AND EQUIPMENT. REMOVE FOUNDATION IN ITS ENTIRETY AND BACKFILL VOID. REMOVE AND SALVAGE ALL SIGNAL EQUIPMENT. REMOVE WIRING AND CONDUITS. REMOVE AND RELOCATE EXISTING PEDESTRIAN SIGNAL HEADS AND SIGNS TO NEW PS POLES. RETURN ALL SIGNAL EQUIPMENT IN ITS EXISTING CONDITION TO THE CITY OF RENTON UNLESS OTHERWISE NOTED. FURNISH AND INSTALL A NEW TYPE 1 JUNCTION BOX PER WSDOT STD. PLAN J-40.10. INTERCEPT EXISTING CONDUIT AND EXTEND TO NEW JUNCTION BOX. PROTECT EXISTING LOOPS IN PLACE. FURNISH AND INSTALL A NEW TYPE 2 JUNCTION BOX PER WSDOT STD. PLAN J-40.10. SPLICE EXISTING LOOP WIRES TO NEW LEAD-IN CABLES. REMOVE EXISTING LEAD-IN CABLES BACK TO CONTROLLER. REMOVE WIRES AND ABANDON EXISTING UNDERGROUND CONDUIT. PROGRAM CONTROLLER SO THAT LOOPS 911 AND 912 MUST BOTH RECEIVE A CALL SIMULTANEOUSLY TO ACTIVATE QUEUE JUMP PHASE 9. LOOPS THAT ARE ENCLOSED IN A DASHED RECTANGLE SHALL BE SPLICED TOGETHER IN SERIES IN THE NEAREST JUNCTION BOX. 1A 2 2A 3 4 4A 5 6 12 7 8 9 10 11 12 13 8 14 8 15 16 14 15 16 7TYP. 7 7TYP. R-4214373 C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.20.dwg | Layout: 1TS1.07CPLOTTED: Nov 05, 2021-10:23:02am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL MARK F . WEGE N ERSTATE O F WASHING T ON41141REGISTER E DPRO FESSIONAL E N GINEERMETRO PROJECT ENGINEER RENTON SEGMENT WIRING SCHEDULE TALBOT RD S & I-405 SB OFF RAMP 1TS1.07C 374 J. DAVIS J. DAVIS M. WEGENER   WIRE SCHEDULE NO. CONDUIT SIZE PPB / LOOP PRE-EMPTION PED APS VEH HEAD / PED HEAD CCTV VIDEO DETECTION SERVICE STREET LIGHT GROUND PERCENTAGE FILL NOTES 2CS 3CS 4C 5C CAT6e #6 AWG #8 AWG #6 AWG #8 AWG 1 EX 3" PROTECT EXISTING WIRING EX 3" PROTECT EXISTING WIRING EX 3" PROTECT EXISTING WIRING EX 2"3 PROTECT EXISTING WIRING EX 2"7 PROTECT EXISTING WIRING EX 2"5 PROTECT EXISTING WIRING 2 2"1 1 1 3 3"11 1 1 4 2"1 1 1 5 EX 3"1 PROTECT EXISTING WIRING EX 2" PROTECT EXISTING WIRING EX 2" PROTECT EXISTING WIRING EX 2" PROTECT EXISTING WIRING 6 EX 2"1 PROTECT EXISTING WIRING EX 2" PROTECT EXISTING WIRING 7 2"2 1 8 EX 2"2 1 9 EX 2"4 1 10 2"4 1 11 2"5 1 # EXISTING WIRING SHALL REMAIN IN PLACE UNLESS OTHERWISE NOTED ON PLANS. R-4214374 C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.20.dwg | Layout: 1TS1.07DPLOTTED: Nov 05, 2021-10:23:07am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL MARK F . WEGE N ERSTATE O F WASHING T ON41141REGISTER E DPRO FESSIONAL E N GINEERMETRO PROJECT ENGINEER RENTON SEGMENT POLE SCHEDULE TALBOT RD S & I-405 SB OFF RAMP 1TS1.07D 375 J. DAVIS J. DAVIS M. WEGENER   SIGNAL STANDARD CHART FIELD LOCATION TYPE MAST ARM LENGTH (FT) MOUNTING HEIGHT (FT) SIGNAL MAST ARM DATA LUMINAIRE ARM (FT)POLE ATTACHMENT POINT ANGLES (deg)FOUNDATION DEPTHS (FT) *REMARKSOFFSET DISTANCE - Z(FT) (POLE CENTERLINE TO ATTACHMENT POINT)WINDLOAD AREAS - XY (FT)²(X)(Y)(Z) = TOTAL (FT)³ **POLE #STATION OFFSET LT.RT.P.O.A.A1 A2 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 B1 B2 B3 B4 B6 B7 B9 B10 B11 B12 C D E1 E2 F G1 G2 H I1 I2 3' RD.3' SQ.4' RD. XXXX XXXX X 0 PS 0 0 XXXX XXXX X 0 PS 90 75 XXXX XXXX X 0 SD 50 19 40 50 45.5 38 26 23 15 6 9.2 7.5 9.2 9.2 10.2 20 1675.1 12 0 0 180 13 10 10 *FOUNDATION DEPTH IS BASED ON DESIGN LATERAL BEARING PRESSURE OF 1,500 - 2,500 FT^3 BASED ON TBD. **ASSUMES ADDITIONAL 500 FT3 FOR FUTURE EQUIPMENT ON NEW SIGNAL STANDARDS. 1 1A 4 POLE AND MAST ARM PER MANUFACTURER'S PLANS. MANUFACTURER'S PLANS SHALL BE SIGNED AND STAMPED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER. ELECTRICAL CURBSTANDARD FOUNDATION GG i ii 3' - 6" MEASURED FROM SIDEWALK SURFACE TO CENTER OF PEDESTRIAN PUSH BUTTON STD. NO. 02 SR97, MP 069.09 MANUFACTURER APPROVED DWG. AB 12345 FAB. 6/14/2002 ASSUMES ADDITIONAL 500 FT3 FOR FUTURE EQUIPMENT ON NEW SIGNAL STANDARDS. 9 3 II PPBPPB II, III, SD N/A J-21.15 J-20.16 J-21.10 J-21.10 J-20.15 3 II 9 9 9 LUMINAIRE MAST ARM X Y Z (ft ) MAST ARM LENGTH X Y Z (ft ) FIXED BREAKAWAY PS I J-20.10 J-20.15 J-20.10 J-20.15 J-26.10,J-26.15 J-20.11N/A J-20.10 J-20.20 J-21.20 N/A 8 40'45'50' MAX. 4 SECTION 12"17.0' 20.9'22.0' 20.8'16.5' 53' - 180' MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO ROADWAY G H I a e j j B10 B11a b d a B2 B3 B6 4 1 2 OR SIGN b e 3.0 FT N/A N/A 36.0 SQ. FT. 15.0 SQ. FT. AREA MIN. 17.5'19.2' 18.0'19.7' 16.5' SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY ALL i85°E E FF G H I A1 12' - 0"10' - 0"8' - 0"b c a gg B9 h i LIMITS OF VERTICAL CLEARANCE a b b B1 B4 B5 B7 ROADWAY 7 1 2 1 2 2 1 2 2 3 c 3.0 FT N/A 3.0 FT 7.5 SQ. FT. HEIGHT WIDTH 5 TYPE II, III & SD SIGNAL STANDARD NOTES 6 7 1 2 k B8 2 3 4 3 2 3 4 90° 0° E2 E1 E2 ` 90° 90°E1180° 270° ` ` 5 3 SECTION, 4 SECTION AND GREATER SIGNAL HEADS SHALL USE TYPE M MOUNTING COUPLING INSTALLED AT OFFSET INDICATED IN PLANS. FIELD INSTALLED. SIGN SIZES SHALL NOT EXCEED THE MAXIMUM VALUES LISTED AT RIGHT. LOCATION SHALL BE APPROVED BY CITY OF RENTON ENGINEER PRIOR TO INSTALLATION. VIDEO DETECTION CAMERA LOCATED BETWEEN THROUGH AND LEFT TURN LANE, OR CENTERED ON APPROACH IF LEFT TURN LANE DOES NOT EXIST. 1' - 0" MIN. TO 2' - 6" MAX. FROM POLE CENTERLINE TO SIGN EDGE. FOR POST MOUNTED SIGNS THERE SHALL BE 2' - 0" MIN. FROM THE FACE OF CURB OR THE EDGE OF THE SHOULDER TO THE EDGE OF THE SIGN. PLACEMENT SHALL BE 2' - 0" MIN. FROM FACE OF CURB OR EDGE OF SHOULDER; 3' - 0" MIN. FROM FACE OF GUARDRAIL; 4' - 0" MIN. FROM CONC. BARRIER TYPE 2 (MEASURED FROM A POINT WHERE THE BARRIER BASE MEETS THE SHOULDER SURFACE (TOE). MEASUREMENT TAKEN FROM TRAFFIC SIDE OF BARRIER; TO FACE OF POLE. NEW POLES SHALL BE CASCADA GREEN PER WSDOT STANDARDS. TAG NOTES: CORROSION RESISTANT METAL TAG SECURED WITH (2) 0.125" RIVETS AS FOLLOWS: -POLE SHAFT -LOCATED WITHIN 6" ABOVE HAND HOLE (TYPE II & III). -SIGNAL AND LUMINAIRE MAST ARM (TYPE II & III). -LOCATED WITHIN 6" OF THE LUMINAIRE ARM AND THE POLE SHAFT CONNECTION POINT (TYPE III). -TEXT SHALL BE A MINIMUM OF 3 16" HIGH, STAMPED OR EMBOSSED. a.VEHICLE DISPLAY b.MAST ARM MTD. SIGN c.STREET NAME SIGN d.PRE-EMPT DETECTOR e. POST MTD. SIGN f. LUMINAIRE g. PEDESTRIAN DISPLAY h. TERMINAL CABINET i. APS PUSH BUTTON j. HANDHOLE k. VIDEO DETECTION CAMERA l. PTZ CAMERA SIGNAL STANDARD NO. STATE ROUTE AND MILE POST NO. APPROVED DRAWING NO. FABRICATION DATE EXAMPLE SIGNAL STANDARD IDENTIFICATION TAG TYPE PPB PPB POST TYPE PS PED. HEAD STANDARD TYPE I VEHICLE HEAD STANDARD DMS OR VMS IS NOT ALLOWED ON THESE POLES.8' - 0"8' - 0"10' - 0"g g g g a THICKENED EDGE FOR FOUNDATIONS LOCATED WITHIN SIDEWALK: ANCHOR BOLTS, PROVIDE ADEQUATE ADDITIONAL LENGTH TO ACCOMMODATE SIDEWALK THICKNESS WHILE MAINTAINING EMBEDMENT REQUIREMENTS. AT LEAST TWO FULL THREADS SHALL EXTEND ABOVE THE TOP HEAVY-HEX NUT. ANCHOR BOLTS MAY BE CUT TO ACCOMMODATE ANCHOR BOLT COVER SIDEWALK & THICKENED EDGE, SIDEWALK THICKNESS DEFINED IN CONTRACT PLANS, PLACE ABOVE AND AROUND PERIMETER OF TOP OF FOUNDATION 1 2" MINIMUM SPACE BETWEEN BOTTOM OF HEAVY-HEX NUT AND CONCRETE MEASURE ATTACHMENT POINT ANGLES CLOCKWISE FROM POLE ORIENTATION LINE (E1 ATTACHMENT POINT) TO THE ATTACHMENT POINT LOCATION ATTACHMENT POINT ALL HANDHOLES AT 180^ FROM E1 ANCHOR BOLT PLATE LOCATION STATION POLE ORIENTATION LINE (E1 ATTACHMENT POINT) POLE ORIENTATION ANGLE (P.O.A.) DEGREES CLOCKWISE FROM OFFSET LINE TO POLE ORIENTATION LINE (E1 ATTACHMENT POINT) STANDARD TYPE POLE HORIZONTAL DISTANCE FROM STOP LINE 3 SECTION 12" 5 SECTION CLUSTER 12" 16' 14' 12' 10' 8' 6' 52.8 46.2 39.6 33.0 26.4 19.8 6"7" MAX6"POLE ORIENTATION AND ATTACHMENT POINTROADWAYOFFSETLINE 45° 8 WSDOT STANDARD PLAN REFERENCES POLE AND ALL RELATED HARDWARE / COMPONENTS SHALL BE PAINTED WSDOT "CASCADE GREEN" D D C f A2 R-4214375 C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.20.dwg | Layout: 1TS1.07EPLOTTED: Nov 05, 2021-10:23:12am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL MARK F . WEGE N ERSTATE O F WASHING T ON41141REGISTER E DPRO FESSIONAL E N GINEERMETRO PROJECT ENGINEER RENTON SEGMENT FIELD TERMINATION DIAGRAM TALBOT RD S & I-405 SB OFF RAMP 1TS1.07E 376 J. DAVIS J. DAVIS M. WEGENER   TO B E C O M P L E T E D A S P A R T O F T H E 9 0 % S U B MI T T A L R-4214376 48+00 49+00 C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.30.dwg | Layout: 1TS1.08APLOTTED: Nov 05, 2021-10:59:26am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwgIMAGES: No.REVISION DATEBY APP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL MARK F . WEGE N ERSTATE O F WASHING T ON41141REGISTER E DPRO FESSIONAL E N GINEERMETRO PROJECT ENGINEER SE CARR RD106TH PL SE(CAR-LINE) RENTON SEGMENT SIGNAL PLAN SE CARR RD & 106TH PL SE 1TS1.08A 377 S. GAO J. DAVIS M. WEGENER   ROUTI N G C H A N G E D 60% TO BE SUBMITTED AT A LATER DATE R-4214377 48+00 49+00 50+00 C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.30.dwg | Layout: 1TS1.08BPLOTTED: Nov 05, 2021-10:59:32am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwgIMAGES: No.REVISION DATEBY APP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL MARK F . WEGE N ERSTATE O F WASHING T ON41141REGISTER E DPRO FESSIONAL E N GINEERMETRO PROJECT ENGINEER SE CARR RD 106TH PL SE(CAR-LINE) RENTON SEGMENT DETECTION PLAN SE CARR RD & 106TH PL SE 1TS1.08B 378 S. GAO J. DAVIS M. WEGENER   ROUTI N G C H A N G E D 60% TO BE SUBMITTED AT A LATER DATE R-4214378 C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.30.dwg | Layout: 1TS1.08CPLOTTED: Nov 05, 2021-10:59:37am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwgIMAGES: No.REVISION DATEBY APP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL MARK F . WEGE N ERSTATE O F WASHING T ON41141REGISTER E DPRO FESSIONAL E N GINEERMETRO PROJECT ENGINEER RENTON SEGMENT WIRING SCHEDULE SE CARR RD & 106TH PL SE 1TS1.08C 379 S. GAO J. DAVIS M. WEGENER   WIRE SCHEDULE SIZE 2C(sh) 3C(sh)4C 5C 12 SMFO cat6e VID DETECT #12 #8 #8G #6 #6G REMARKS# ROUTI N G C H A N G E D 60% TO BE SUBMITTED AT A LATER DATE R-4214379 C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.30.dwg | Layout: 1TS1.08DPLOTTED: Nov 05, 2021-10:59:42am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwgIMAGES: No.REVISION DATEBY APP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL MARK F . WEGE N ERSTATE O F WASHING T ON41141REGISTER E DPRO FESSIONAL E N GINEERMETRO PROJECT ENGINEER RENTON SEGMENT POLE SCHEDULE SE CARR RD & 106TH PL SE 1TS1.08D 380 S. GAO J. DAVIS M. WEGENER   POLE AND MAST ARM PER MANUFACTURER'S PLANS. MANUFACTURER'S PLANS SHALL BE SIGNED AND STAMPED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER. ELECTRICAL CURBSTANDARD FOUNDATION STANDARD PLAN REFERENCES GG i ii 3' - 6" MEASURED FROM SIDEWALK SURFACE TO CENTER OF PEDESTRIAN PUSH BUTTON STD. NO. 02 SR97, MP 069.09 MANUFACTURER APPROVED DWG. AB 12345 FAB. 6/14/2002 SIGNAL STANDARD CHART FIELD LOCATION TYPE MAST ARM LENGTH (FT) MOUNTING HEIGHT (FT) SIGNAL MAST ARM DATA LUMINAIRE ARM (FT)POLE ATTACHMENT POINT ANGLES (deg)FOUNDATION DEPTHS (FT) *REMARKSOFFSET DISTANCE - Z(FT) (POLE CENTERLINE TO ATTACHMENT POINT)WINDLOAD AREAS - XY (FT)²(X)(Y)(Z) = TOTAL (FT)³ *POLE # STATION OFFSET LT. RT. P.O.A.A1 A2 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 B1 B2 B3 B4 B6 B7 B9 B10 B11 B12 C D E1 F1 F2 G1 G2 H I1 I2 3' RD.3' SQ.4' RD. *FOUNDATION DEPTH IS BASED ON DESIGN LATERAL BEARING PRESSURE OF 1,500 - 2,500 FT^3 BASED ON TBD. **ASSUMES ADDITIONAL 500 FT3 FOR FUTURE EQUIPMENT ON NEW SIGNAL STANDARDS. ASSUMES ADDITIONAL 500 FT3 FOR FUTURE EQUIPMENT ON NEW SIGNAL STANDARDS. 9 3 II PPBPPB II, III, SD N/A J-21.15 J-20.16 J-21.10 J-21.10 J-20.15 3 II 9 9 9 LUMINAIRE MAST ARM X Y Z (ft ) MAST ARM LENGTH X Y Z (ft ) FIXED BREAKAWAY PS I J-20.10 J-20.15 J-20.10 J-20.15 J-26.10,J-26.15 J-20.11N/A J-20.10 J-20.20 J-21.20 N/A 8 40' 45' 50' MAX. 4 SECTION 12"17.0' 20.9' 22.0' 20.8'16.5' 53' - 180' MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO ROADWAY G H I a e j j B10 B11a b d a B2 B3 B6 4 1 2 OR SIGN b e 3.0 FT N/A N/A 36.0 SQ. FT. 15.0 SQ. FT. AREA MIN. 17.5' 19.2' 18.0'19.7' 16.5' SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY ALL i85°E E FF G H I A1 12' - 0"10' - 0"8' - 0"b c a gg B9 h i LIMITS OF VERTICAL CLEARANCE a b b B1 B4 B5 B7 ROADWAY 7 1 2 1 2 2 1 2 2 3 c 3.0 FT N/A 3.0 FT 7.5 SQ. FT. HEIGHT WIDTH 5 TYPE II, III & SD SIGNAL STANDARD NOTES 6 7 1 2 k B8 2 3 4 3 2 3 4 90° 0° E2 E1 E2 ` 90° 90°E1180° 270° ` ` 5 3 SECTION SIGNAL HEADS SHALL USE TYPE L MOUNTING AND 4 S3ECTION OR GREATER SIGNAL HEADS SHALL USE TYPE M MOUNTING COUPLING INSTALLED AT OFFSET INDICATED IN PLANS. FIELD INSTALLED. SIGN SIZES SHALL NOT EXCEED THE MAXIMUM VALUES LISTED AT RIGHT. LOCATION SHALL BE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION ENGINEER PRIOR TO INSTALLATION. VIDEO DETECTION CAMERA LOCATED BETWEEN THROUGH AND LEFT TURN LANE, OR CENTERED ON APPROACH IF LEFT TURN LANE DOES NOT EXIST. 1' - 0" MIN. TO 2' - 6" MAX. FROM POLE CENTERLINE TO SIGN EDGE. FOR POST MOUNTED SIGNS THERE SHALL BE 2' - 0" MIN. FROM THE FACE OF CURB OR THE EDGE OF THE SHOULDER TO THE EDGE OF THE SIGN. PLACEMENT SHALL BE 2' - 0" MIN. FROM FACE OF CURB OR EDGE OF SHOULDER; 3' - 0" MIN. FROM FACE OF GUARDRAIL; 4' - 0" MIN. FROM CONC. BARRIER TYPE 2 (MEASURED FROM A POINT WHERE THE BARRIER BASE MEETS THE SHOULDER SURFACE (TOE). MEASUREMENT TAKEN FROM TRAFFIC SIDE OF BARRIER; TO FACE OF POLE. TAG NOTES: CORROSION RESISTANT METAL TAG SECURED WITH (2) 0.125" RIVETS AS FOLLOWS: - POLE SHAFT - LOCATED WITHIN 6" ABOVE HAND HOLE (TYPE II & III). - SIGNAL AND LUMINAIRE MAST ARM (TYPE II & III). - LOCATED WITHIN 6" OF THE LUMINAIRE ARM AND THE POLE SHAFT CONNECTION POINT (TYPE III). - TEXT SHALL BE A MINIMUM OF 3 16" HIGH, STAMPED OR EMBOSSED. a. VEHICLE DISPLAY b. MAST ARM MTD. SIGN c. STREET NAME SIGN d. PRE-EMPT DETECTOR e. POST MTD. SIGN f. LUMINAIRE g. PEDESTRIAN DISPLAY h. TERMINAL CABINET i. APS PUSH BUTTON j. HANDHOLE k. VIDEO DETECTION CAMERA l. PTZ CAMERA NOTE: TYPE E MOUNTS SHALL BE USED FOR PEDESTRIAN DISPLAYS ON TYPE I,II OR III SIGNAL STANDARDS, WITH THE FOLLOWING EXCEPTION: PEDESTRIAN DISPLAYS MOUNTED ON OCTAGONAL (8 SIDED) SIGNAL STANDARDS AT AN ANGLE OTHER THAN A 45 DEGREE INCREMENT SHALL USE A TYPE A MOUNT FOR TWO PEDESTRIAN DISPLAYS, OR A TYPE B MOUNT FOR A SINGLE FOR A SINGLE PEDESTRIAN DISPLAY. TYPE D MOUNTS SHALL BE USED FOR PEDESTRIAN DISPLAYS ON TYPE PS SIGNAL STANDARDS. SIGNAL STANDARD NO. STATE ROUTE AND MILE POST NO. APPROVED DRAWING NO. FABRICATION DATE EXAMPLE SIGNAL STANDARD IDENTIFICATION TAG TYPE PPB PPB POST TYPE PS PED. HEAD STANDARD TYPE I VEHICLE HEAD STANDARD DMS OR VMS IS NOT ALLOWED ON THESE POLES.8' - 0"8' - 0"10' - 0"g g g g a THICKENED EDGE FOR FOUNDATIONS LOCATED WITHIN SIDEWALK: ANCHOR BOLTS, PROVIDE ADEQUATE ADDITIONAL LENGTH TO ACCOMMODATE SIDEWALK THICKNESS WHILE MAINTAINING EMBEDMENT REQUIREMENTS. AT LEAST TWO FULL THREADS SHALL EXTEND ABOVE THE TOP HEAVY-HEX NUT. ANCHOR BOLTS MAY BE CUT TO ACCOMMODATE ANCHOR BOLT COVER SIDEWALK & THICKENED EDGE, SIDEWALK THICKNESS DEFINED IN CONTRACT PLANS, PLACE ABOVE AND AROUND PERIMETER OF TOP OF FOUNDATION 1 2" MINIMUM SPACE BETWEEN BOTTOM OF HEAVY-HEX NUT AND CONCRETE MEASURE ATTACHMENT POINT ANGLES CLOCKWISE FROM POLE ORIENTATION LINE (E1 ATTACHMENT POINT) TO THE ATTACHMENT POINT LOCATION ATTACHMENT POINT ALL HANDHOLES AT 180^ FROM E1 ANCHOR BOLT PLATE LOCATION STATION POLE ORIENTATION LINE (E1 ATTACHMENT POINT) POLE ORIENTATION ANGLE (P.O.A.) DEGREES CLOCKWISE FROM OFFSET LINE TO POLE ORIENTATION LINE (E1 ATTACHMENT POINT) STANDARD TYPE POLE 27" 27"2 3 LUMINAIRE, MOUNTING, SHROUD AND ARM PER STD PLANS 117.1 AND 117.3. LUMINAIRE ARM LENGTH PER DESIGN PLANS f l HORIZONTAL DISTANCE FROM STOP LINE 3 SECTION 12" 5 SECTION CLUSTER 12" 16' 14' 12' 10' 8' 6' 52.8 46.2 39.6 33.0 26.4 19.8 6"7" MAX6"POLE ORIENTATION AND ATTACHMENT POINTROADWAYOFFSETLINE D D 45° ROUTI N G C H A N G E D 60% TO BE SUBMITTED AT A LATER DATE R-4214380 C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.30.dwg | Layout: 1TS1.08EPLOTTED: Nov 05, 2021-10:59:47am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwgIMAGES: No.REVISION DATEBY APP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL MARK F . WEGE N ERSTATE O F WASHING T ON41141REGISTER E DPRO FESSIONAL E N GINEERMETRO PROJECT ENGINEER RENTON SEGMENT FIELD TERMINATION DIAGRAM SE CARR RD & 106TH PL SE 1TS1.08E 381 S. GAO J. DAVIS M. WEGENER   ROUTI N G C H A N G E D 60% TO BE SUBMITTED AT A LATER DATE R-4214381 0+00 1+0054+10 53+00 54+00 C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.30.dwg | Layout: 1TS1.09APLOTTED: Nov 05, 2021-10:59:57am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwgIMAGES: No.REVISION DATEBY APP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL MARK F . WEGE N ERSTATE O F WASHING T ON41141REGISTER E DPRO FESSIONAL E N GINEERMETRO PROJECT ENGINEER SE CARR RD SE PETROVITSKY RD 108TH AVE SE (SR 515)(CAR-LINE)(108TH-LINE)29 RENTON SEGMENT SIGNAL PLAN SE CARR RD & 108TH AVE SE 1TS1.09A 382 S. GAO J. DAVIS M. WEGENER   ROUTI N G C H A N G E D 60% TO BE SUBMITTED AT A LATER DATE R-4214382 0+00 1+0054+10 53+00 54+00 C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.30.dwg | Layout: 1TS1.09BPLOTTED: Nov 05, 2021-11:00:07am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwgIMAGES: No.REVISION DATEBY APP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL MARK F . WEGE N ERSTATE O F WASHING T ON41141REGISTER E DPRO FESSIONAL E N GINEERMETRO PROJECT ENGINEER SE CARR RD SE PETROVITSKY RD 108TH AVE SE (SR 515)(CAR-LINE)(108TH-LINE)RENTON SEGMENT DETECTION PLAN SE CARR RD & 108TH AVE SE 1TS1.09B 383 S. GAO J. DAVIS M. WEGENER   ROUTI N G C H A N G E D 60% TO BE SUBMITTED AT A LATER DATE R-4214383 C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.30.dwg | Layout: 1TS1.09CPLOTTED: Nov 05, 2021-11:00:12am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwgIMAGES: No.REVISION DATEBY APP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL MARK F . WEGE N ERSTATE O F WASHING T ON41141REGISTER E DPRO FESSIONAL E N GINEERMETRO PROJECT ENGINEER RENTON SEGMENT WIRING SCHEDULE SE CARR RD & 108TH AVE SE 1TS1.09C 384 S. GAO J. DAVIS M. WEGENER   WIRE SCHEDULE SIZE 2C(sh) 3C(sh)4C 5C 12 SMFO cat6e VID DETECT #12 #8 #8G #6 #6G REMARKS# ROUTI N G C H A N G E D 60% TO BE SUBMITTED AT A LATER DATE R-4214384 C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.30.dwg | Layout: 1TS1.09DPLOTTED: Nov 05, 2021-11:00:17am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwgIMAGES: No.REVISION DATEBY APP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL MARK F . WEGE N ERSTATE O F WASHING T ON41141REGISTER E DPRO FESSIONAL E N GINEERMETRO PROJECT ENGINEER RENTON SEGMENT POLE SCHEDULE SE CARR RD & 108TH AVE SE 1TS1.09D 385 S. GAO J. DAVIS M. WEGENER   POLE AND MAST ARM PER MANUFACTURER'S PLANS. MANUFACTURER'S PLANS SHALL BE SIGNED AND STAMPED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER. ELECTRICAL CURBSTANDARD FOUNDATION STANDARD PLAN REFERENCES GG i ii 3' - 6" MEASURED FROM SIDEWALK SURFACE TO CENTER OF PEDESTRIAN PUSH BUTTON STD. NO. 02 SR97, MP 069.09 MANUFACTURER APPROVED DWG. AB 12345 FAB. 6/14/2002 SIGNAL STANDARD CHART FIELD LOCATION TYPE MAST ARM LENGTH (FT) MOUNTING HEIGHT (FT) SIGNAL MAST ARM DATA LUMINAIRE ARM (FT)POLE ATTACHMENT POINT ANGLES (deg)FOUNDATION DEPTHS (FT) *REMARKSOFFSET DISTANCE - Z(FT) (POLE CENTERLINE TO ATTACHMENT POINT)WINDLOAD AREAS - XY (FT)²(X)(Y)(Z) = TOTAL (FT)³ *POLE # STATION OFFSET LT. RT. P.O.A.A1 A2 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 B1 B2 B3 B4 B6 B7 B9 B10 B11 B12 C D E1 F1 F2 G1 G2 H I1 I2 3' RD.3' SQ.4' RD. *FOUNDATION DEPTH IS BASED ON DESIGN LATERAL BEARING PRESSURE OF 1,500 - 2,500 FT^3 BASED ON TBD. **ASSUMES ADDITIONAL 500 FT3 FOR FUTURE EQUIPMENT ON NEW SIGNAL STANDARDS. ASSUMES ADDITIONAL 500 FT3 FOR FUTURE EQUIPMENT ON NEW SIGNAL STANDARDS. 9 3 II PPBPPB II, III, SD N/A J-21.15 J-20.16 J-21.10 J-21.10 J-20.15 3 II 9 9 9 LUMINAIRE MAST ARM X Y Z (ft ) MAST ARM LENGTH X Y Z (ft ) FIXED BREAKAWAY PS I J-20.10 J-20.15 J-20.10 J-20.15 J-26.10,J-26.15 J-20.11N/A J-20.10 J-20.20 J-21.20 N/A 8 40' 45' 50' MAX. 4 SECTION 12"17.0' 20.9' 22.0' 20.8'16.5' 53' - 180' MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO ROADWAY G H I a e j j B10 B11a b d a B2 B3 B6 4 1 2 OR SIGN b e 3.0 FT N/A N/A 36.0 SQ. FT. 15.0 SQ. FT. AREA MIN. 17.5' 19.2' 18.0'19.7' 16.5' SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY ALL i85°E E FF G H I A1 12' - 0"10' - 0"8' - 0"b c a gg B9 h i LIMITS OF VERTICAL CLEARANCE a b b B1 B4 B5 B7 ROADWAY 7 1 2 1 2 2 1 2 2 3 c 3.0 FT N/A 3.0 FT 7.5 SQ. FT. HEIGHT WIDTH 5 TYPE II, III & SD SIGNAL STANDARD NOTES 6 7 1 2 k B8 2 3 4 3 2 3 4 90° 0° E2 E1 E2 ` 90° 90°E1180° 270° ` ` 5 3 SECTION SIGNAL HEADS SHALL USE TYPE L MOUNTING AND 4 S3ECTION OR GREATER SIGNAL HEADS SHALL USE TYPE M MOUNTING COUPLING INSTALLED AT OFFSET INDICATED IN PLANS. FIELD INSTALLED. SIGN SIZES SHALL NOT EXCEED THE MAXIMUM VALUES LISTED AT RIGHT. LOCATION SHALL BE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION ENGINEER PRIOR TO INSTALLATION. VIDEO DETECTION CAMERA LOCATED BETWEEN THROUGH AND LEFT TURN LANE, OR CENTERED ON APPROACH IF LEFT TURN LANE DOES NOT EXIST. 1' - 0" MIN. TO 2' - 6" MAX. FROM POLE CENTERLINE TO SIGN EDGE. FOR POST MOUNTED SIGNS THERE SHALL BE 2' - 0" MIN. FROM THE FACE OF CURB OR THE EDGE OF THE SHOULDER TO THE EDGE OF THE SIGN. PLACEMENT SHALL BE 2' - 0" MIN. FROM FACE OF CURB OR EDGE OF SHOULDER; 3' - 0" MIN. FROM FACE OF GUARDRAIL; 4' - 0" MIN. FROM CONC. BARRIER TYPE 2 (MEASURED FROM A POINT WHERE THE BARRIER BASE MEETS THE SHOULDER SURFACE (TOE). MEASUREMENT TAKEN FROM TRAFFIC SIDE OF BARRIER; TO FACE OF POLE. TAG NOTES: CORROSION RESISTANT METAL TAG SECURED WITH (2) 0.125" RIVETS AS FOLLOWS: - POLE SHAFT - LOCATED WITHIN 6" ABOVE HAND HOLE (TYPE II & III). - SIGNAL AND LUMINAIRE MAST ARM (TYPE II & III). - LOCATED WITHIN 6" OF THE LUMINAIRE ARM AND THE POLE SHAFT CONNECTION POINT (TYPE III). - TEXT SHALL BE A MINIMUM OF 3 16" HIGH, STAMPED OR EMBOSSED. a. VEHICLE DISPLAY b. MAST ARM MTD. SIGN c. STREET NAME SIGN d. PRE-EMPT DETECTOR e. POST MTD. SIGN f. LUMINAIRE g. PEDESTRIAN DISPLAY h. TERMINAL CABINET i. APS PUSH BUTTON j. HANDHOLE k. VIDEO DETECTION CAMERA l. PTZ CAMERA NOTE: TYPE E MOUNTS SHALL BE USED FOR PEDESTRIAN DISPLAYS ON TYPE I,II OR III SIGNAL STANDARDS, WITH THE FOLLOWING EXCEPTION: PEDESTRIAN DISPLAYS MOUNTED ON OCTAGONAL (8 SIDED) SIGNAL STANDARDS AT AN ANGLE OTHER THAN A 45 DEGREE INCREMENT SHALL USE A TYPE A MOUNT FOR TWO PEDESTRIAN DISPLAYS, OR A TYPE B MOUNT FOR A SINGLE FOR A SINGLE PEDESTRIAN DISPLAY. TYPE D MOUNTS SHALL BE USED FOR PEDESTRIAN DISPLAYS ON TYPE PS SIGNAL STANDARDS. SIGNAL STANDARD NO. STATE ROUTE AND MILE POST NO. APPROVED DRAWING NO. FABRICATION DATE EXAMPLE SIGNAL STANDARD IDENTIFICATION TAG TYPE PPB PPB POST TYPE PS PED. HEAD STANDARD TYPE I VEHICLE HEAD STANDARD DMS OR VMS IS NOT ALLOWED ON THESE POLES.8' - 0"8' - 0"10' - 0"g g g g a THICKENED EDGE FOR FOUNDATIONS LOCATED WITHIN SIDEWALK: ANCHOR BOLTS, PROVIDE ADEQUATE ADDITIONAL LENGTH TO ACCOMMODATE SIDEWALK THICKNESS WHILE MAINTAINING EMBEDMENT REQUIREMENTS. AT LEAST TWO FULL THREADS SHALL EXTEND ABOVE THE TOP HEAVY-HEX NUT. ANCHOR BOLTS MAY BE CUT TO ACCOMMODATE ANCHOR BOLT COVER SIDEWALK & THICKENED EDGE, SIDEWALK THICKNESS DEFINED IN CONTRACT PLANS, PLACE ABOVE AND AROUND PERIMETER OF TOP OF FOUNDATION 1 2" MINIMUM SPACE BETWEEN BOTTOM OF HEAVY-HEX NUT AND CONCRETE MEASURE ATTACHMENT POINT ANGLES CLOCKWISE FROM POLE ORIENTATION LINE (E1 ATTACHMENT POINT) TO THE ATTACHMENT POINT LOCATION ATTACHMENT POINT ALL HANDHOLES AT 180^ FROM E1 ANCHOR BOLT PLATE LOCATION STATION POLE ORIENTATION LINE (E1 ATTACHMENT POINT) POLE ORIENTATION ANGLE (P.O.A.) DEGREES CLOCKWISE FROM OFFSET LINE TO POLE ORIENTATION LINE (E1 ATTACHMENT POINT) STANDARD TYPE POLE 27" 27"2 3 LUMINAIRE, MOUNTING, SHROUD AND ARM PER STD PLANS 117.1 AND 117.3. LUMINAIRE ARM LENGTH PER DESIGN PLANS f l HORIZONTAL DISTANCE FROM STOP LINE 3 SECTION 12" 5 SECTION CLUSTER 12" 16' 14' 12' 10' 8' 6' 52.8 46.2 39.6 33.0 26.4 19.8 6"7" MAX6"POLE ORIENTATION AND ATTACHMENT POINTROADWAYOFFSETLINE D D 45° ROUTI N G C H A N G E D 60% TO BE SUBMITTED AT A LATER DATE R-4214385 C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.30.dwg | Layout: 1TS1.09EPLOTTED: Nov 05, 2021-11:00:22am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwgIMAGES: No.REVISION DATEBY APP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL MARK F . WEGE N ERSTATE O F WASHING T ON41141REGISTER E DPRO FESSIONAL E N GINEERMETRO PROJECT ENGINEER RENTON SEGMENT FIELD TERMINATION DIAGRAM SE CARR RD & 108TH AVE SE 1TS1.09E 386 S. GAO J. DAVIS M. WEGENER   ROUTI N G C H A N G E D 60% TO BE SUBMITTED AT A LATER DATE R-4214386 14+00C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.40.dwg | Layout: 1TS1.10APLOTTED: Nov 05, 2021-10:50:21am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwgIMAGES: No.REVISION DATEBY APP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL MARK F . WEGE N ERSTATE O F WASHING T ON41141REGISTER E DPRO FESSIONAL E N GINEERMETRO PROJECT ENGINEER SE 180TH ST 108TH AVE SE (SR 515)(108TH-LINE)RENTON SEGMENT SIGNAL PLAN 108TH AVE SE & SE 180TH ST 1TS1.10A 387 S. GAO J. DAVIS M. WEGENER   ROUTI N G C H A N G E D 60% TO BE SUBMITTED AT A LATER DATE R-4214387 13+0014+00C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.40.dwg | Layout: 1TS1.10BPLOTTED: Nov 05, 2021-10:50:26am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwgIMAGES: No.REVISION DATEBY APP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL MARK F . WEGE N ERSTATE O F WASHING T ON41141REGISTER E DPRO FESSIONAL E N GINEERMETRO PROJECT ENGINEER SE 180TH ST 108TH AVE SE (SR 515)(108TH-LINE)RENTON SEGMENT DETECTION PLAN 108TH AVE SE & SE 180TH ST 1TS1.10B 388 S. GAO J. DAVIS M. WEGENER   ROUTI N G C H A N G E D 60% TO BE SUBMITTED AT A LATER DATE R-4214388 C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.40.dwg | Layout: 1TS1.10CPLOTTED: Nov 05, 2021-10:50:31am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwgIMAGES: No.REVISION DATEBY APP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL MARK F . WEGE N ERSTATE O F WASHING T ON41141REGISTER E DPRO FESSIONAL E N GINEERMETRO PROJECT ENGINEER RENTON SEGMENT WIRING SCHEDULE 108TH AVE SE & SE 180TH ST 1TS1.10C 389 S. GAO J. DAVIS M. WEGENER   WIRE SCHEDULE SIZE 2C(sh) 3C(sh)4C 5C 12 SMFO cat6e VID DETECT #12 #8 #8G #6 #6G REMARKS# ROUTI N G C H A N G E D 60% TO BE SUBMITTED AT A LATER DATE R-4214389 C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.40.dwg | Layout: 1TS1.10DPLOTTED: Nov 05, 2021-10:50:37am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwgIMAGES: No.REVISION DATEBY APP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL MARK F . WEGE N ERSTATE O F WASHING T ON41141REGISTER E DPRO FESSIONAL E N GINEERMETRO PROJECT ENGINEER RENTON SEGMENT POLE SCHEDULE 108TH AVE SE & SE 180TH ST 1TS1.10D 390 S. GAO J. DAVIS M. WEGENER   POLE AND MAST ARM PER MANUFACTURER'S PLANS. MANUFACTURER'S PLANS SHALL BE SIGNED AND STAMPED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER. ELECTRICAL CURBSTANDARD FOUNDATION STANDARD PLAN REFERENCES GG i ii 3' - 6" MEASURED FROM SIDEWALK SURFACE TO CENTER OF PEDESTRIAN PUSH BUTTON STD. NO. 02 SR97, MP 069.09 MANUFACTURER APPROVED DWG. AB 12345 FAB. 6/14/2002 SIGNAL STANDARD CHART FIELD LOCATION TYPE MAST ARM LENGTH (FT) MOUNTING HEIGHT (FT) SIGNAL MAST ARM DATA LUMINAIRE ARM (FT)POLE ATTACHMENT POINT ANGLES (deg)FOUNDATION DEPTHS (FT) *REMARKSOFFSET DISTANCE - Z(FT) (POLE CENTERLINE TO ATTACHMENT POINT)WINDLOAD AREAS - XY (FT)²(X)(Y)(Z) = TOTAL (FT)³ *POLE # STATION OFFSET LT. RT. P.O.A.A1 A2 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 B1 B2 B3 B4 B6 B7 B9 B10 B11 B12 C D E1 F1 F2 G1 G2 H I1 I2 3' RD.3' SQ.4' RD. *FOUNDATION DEPTH IS BASED ON DESIGN LATERAL BEARING PRESSURE OF 1,500 - 2,500 FT^3 BASED ON TBD. **ASSUMES ADDITIONAL 500 FT3 FOR FUTURE EQUIPMENT ON NEW SIGNAL STANDARDS. ASSUMES ADDITIONAL 500 FT3 FOR FUTURE EQUIPMENT ON NEW SIGNAL STANDARDS. 9 3 II PPBPPB II, III, SD N/A J-21.15 J-20.16 J-21.10 J-21.10 J-20.15 3 II 9 9 9 LUMINAIRE MAST ARM X Y Z (ft ) MAST ARM LENGTH X Y Z (ft ) FIXED BREAKAWAY PS I J-20.10 J-20.15 J-20.10 J-20.15 J-26.10,J-26.15 J-20.11N/A J-20.10 J-20.20 J-21.20 N/A 8 40' 45' 50' MAX. 4 SECTION 12"17.0' 20.9' 22.0' 20.8'16.5' 53' - 180' MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO ROADWAY G H I a e j j B10 B11a b d a B2 B3 B6 4 1 2 OR SIGN b e 3.0 FT N/A N/A 36.0 SQ. FT. 15.0 SQ. FT. AREA MIN. 17.5' 19.2' 18.0'19.7' 16.5' SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY ALL i85°E E FF G H I A1 12' - 0"10' - 0"8' - 0"b c a gg B9 h i LIMITS OF VERTICAL CLEARANCE a b b B1 B4 B5 B7 ROADWAY 7 1 2 1 2 2 1 2 2 3 c 3.0 FT N/A 3.0 FT 7.5 SQ. FT. HEIGHT WIDTH 5 TYPE II, III & SD SIGNAL STANDARD NOTES 6 7 1 2 k B8 2 3 4 3 2 3 4 90° 0° E2 E1 E2 ` 90° 90°E1180° 270° ` ` 5 3 SECTION SIGNAL HEADS SHALL USE TYPE L MOUNTING AND 4 S3ECTION OR GREATER SIGNAL HEADS SHALL USE TYPE M MOUNTING COUPLING INSTALLED AT OFFSET INDICATED IN PLANS. FIELD INSTALLED. SIGN SIZES SHALL NOT EXCEED THE MAXIMUM VALUES LISTED AT RIGHT. LOCATION SHALL BE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION ENGINEER PRIOR TO INSTALLATION. VIDEO DETECTION CAMERA LOCATED BETWEEN THROUGH AND LEFT TURN LANE, OR CENTERED ON APPROACH IF LEFT TURN LANE DOES NOT EXIST. 1' - 0" MIN. TO 2' - 6" MAX. FROM POLE CENTERLINE TO SIGN EDGE. FOR POST MOUNTED SIGNS THERE SHALL BE 2' - 0" MIN. FROM THE FACE OF CURB OR THE EDGE OF THE SHOULDER TO THE EDGE OF THE SIGN. PLACEMENT SHALL BE 2' - 0" MIN. FROM FACE OF CURB OR EDGE OF SHOULDER; 3' - 0" MIN. FROM FACE OF GUARDRAIL; 4' - 0" MIN. FROM CONC. BARRIER TYPE 2 (MEASURED FROM A POINT WHERE THE BARRIER BASE MEETS THE SHOULDER SURFACE (TOE). MEASUREMENT TAKEN FROM TRAFFIC SIDE OF BARRIER; TO FACE OF POLE. TAG NOTES: CORROSION RESISTANT METAL TAG SECURED WITH (2) 0.125" RIVETS AS FOLLOWS: - POLE SHAFT - LOCATED WITHIN 6" ABOVE HAND HOLE (TYPE II & III). - SIGNAL AND LUMINAIRE MAST ARM (TYPE II & III). - LOCATED WITHIN 6" OF THE LUMINAIRE ARM AND THE POLE SHAFT CONNECTION POINT (TYPE III). - TEXT SHALL BE A MINIMUM OF 3 16" HIGH, STAMPED OR EMBOSSED. a. VEHICLE DISPLAY b. MAST ARM MTD. SIGN c. STREET NAME SIGN d. PRE-EMPT DETECTOR e. POST MTD. SIGN f. LUMINAIRE g. PEDESTRIAN DISPLAY h. TERMINAL CABINET i. APS PUSH BUTTON j. HANDHOLE k. VIDEO DETECTION CAMERA l. PTZ CAMERA NOTE: TYPE E MOUNTS SHALL BE USED FOR PEDESTRIAN DISPLAYS ON TYPE I,II OR III SIGNAL STANDARDS, WITH THE FOLLOWING EXCEPTION: PEDESTRIAN DISPLAYS MOUNTED ON OCTAGONAL (8 SIDED) SIGNAL STANDARDS AT AN ANGLE OTHER THAN A 45 DEGREE INCREMENT SHALL USE A TYPE A MOUNT FOR TWO PEDESTRIAN DISPLAYS, OR A TYPE B MOUNT FOR A SINGLE FOR A SINGLE PEDESTRIAN DISPLAY. TYPE D MOUNTS SHALL BE USED FOR PEDESTRIAN DISPLAYS ON TYPE PS SIGNAL STANDARDS. SIGNAL STANDARD NO. STATE ROUTE AND MILE POST NO. APPROVED DRAWING NO. FABRICATION DATE EXAMPLE SIGNAL STANDARD IDENTIFICATION TAG TYPE PPB PPB POST TYPE PS PED. HEAD STANDARD TYPE I VEHICLE HEAD STANDARD DMS OR VMS IS NOT ALLOWED ON THESE POLES.8' - 0"8' - 0"10' - 0"g g g g a THICKENED EDGE FOR FOUNDATIONS LOCATED WITHIN SIDEWALK: ANCHOR BOLTS, PROVIDE ADEQUATE ADDITIONAL LENGTH TO ACCOMMODATE SIDEWALK THICKNESS WHILE MAINTAINING EMBEDMENT REQUIREMENTS. AT LEAST TWO FULL THREADS SHALL EXTEND ABOVE THE TOP HEAVY-HEX NUT. ANCHOR BOLTS MAY BE CUT TO ACCOMMODATE ANCHOR BOLT COVER SIDEWALK & THICKENED EDGE, SIDEWALK THICKNESS DEFINED IN CONTRACT PLANS, PLACE ABOVE AND AROUND PERIMETER OF TOP OF FOUNDATION 1 2" MINIMUM SPACE BETWEEN BOTTOM OF HEAVY-HEX NUT AND CONCRETE MEASURE ATTACHMENT POINT ANGLES CLOCKWISE FROM POLE ORIENTATION LINE (E1 ATTACHMENT POINT) TO THE ATTACHMENT POINT LOCATION ATTACHMENT POINT ALL HANDHOLES AT 180^ FROM E1 ANCHOR BOLT PLATE LOCATION STATION POLE ORIENTATION LINE (E1 ATTACHMENT POINT) POLE ORIENTATION ANGLE (P.O.A.) DEGREES CLOCKWISE FROM OFFSET LINE TO POLE ORIENTATION LINE (E1 ATTACHMENT POINT) STANDARD TYPE POLE 27" 27"2 3 LUMINAIRE, MOUNTING, SHROUD AND ARM PER STD PLANS 117.1 AND 117.3. LUMINAIRE ARM LENGTH PER DESIGN PLANS f l HORIZONTAL DISTANCE FROM STOP LINE 3 SECTION 12" 5 SECTION CLUSTER 12" 16' 14' 12' 10' 8' 6' 52.8 46.2 39.6 33.0 26.4 19.8 6"7" MAX6"POLE ORIENTATION AND ATTACHMENT POINTROADWAYOFFSETLINE D D 45° ROUTI N G C H A N G E D 60% TO BE SUBMITTED AT A LATER DATE R-4214390 C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.40.dwg | Layout: 1TS1.10EPLOTTED: Nov 05, 2021-10:50:41am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwgIMAGES: No.REVISION DATEBY APP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL MARK F . WEGE N ERSTATE O F WASHING T ON41141REGISTER E DPRO FESSIONAL E N GINEERMETRO PROJECT ENGINEER RENTON SEGMENT FIELD TERMINATION DIAGRAM 108TH AVE SE & SE 180TH ST 1TS1.10E 391 S. GAO J. DAVIS M. WEGENER   ROUTI N G C H A N G E D 60% TO BE SUBMITTED AT A LATER DATE R-4214391 6+007+00C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.40.dwg | Layout: 1TS1.11APLOTTED: Nov 05, 2021-10:50:52am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwgIMAGES: No.REVISION DATEBY APP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL MARK F . WEGE N ERSTATE O F WASHING T ON41141REGISTER E DPRO FESSIONAL E N GINEERMETRO PROJECT ENGINEER FRED MEYER D R I V E W A Y 108TH AVE SERENTON SEGMENT SIGNAL PLAN 108TH AVE SE & FRED MEYER DRIVEWAY 1TS1.11A 392 S. GAO J. DAVIS M. WEGENER   ROUTI N G C H A N G E D 60% TO BE SUBMITTED AT A LATER DATE R-4214392 C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.40.dwg | Layout: 1TS1.11BPLOTTED: Nov 05, 2021-10:50:56am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwg; X-ALIGN.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwgIMAGES: No.REVISION DATEBY APP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL MARK F . WEGE N ERSTATE O F WASHING T ON41141REGISTER E DPRO FESSIONAL E N GINEERMETRO PROJECT ENGINEER RENTON SEGMENT POLE SCHEDULE 108TH AVE SE & FRED MEYER DRIVEWAY 1TS1.11B 393 S. GAO J. DAVIS M. WEGENER   POLE AND MAST ARM PER MANUFACTURER'S PLANS. MANUFACTURER'S PLANS SHALL BE SIGNED AND STAMPED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER. ELECTRICAL CURBSTANDARD FOUNDATION STANDARD PLAN REFERENCES GG i ii 3' - 6" MEASURED FROM SIDEWALK SURFACE TO CENTER OF PEDESTRIAN PUSH BUTTON STD. NO. 02 SR97, MP 069.09 MANUFACTURER APPROVED DWG. AB 12345 FAB. 6/14/2002 SIGNAL STANDARD CHART FIELD LOCATION TYPE MAST ARM LENGTH (FT) MOUNTING HEIGHT (FT) SIGNAL MAST ARM DATA LUMINAIRE ARM (FT)POLE ATTACHMENT POINT ANGLES (deg)FOUNDATION DEPTHS (FT) *REMARKSOFFSET DISTANCE - Z(FT) (POLE CENTERLINE TO ATTACHMENT POINT)WINDLOAD AREAS - XY (FT)²(X)(Y)(Z) = TOTAL (FT)³ *POLE # STATION OFFSET LT. RT. P.O.A.A1 A2 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 B1 B2 B3 B4 B6 B7 B9 B10 B11 B12 C D E1 F1 F2 G1 G2 H I1 I2 3' RD.3' SQ.4' RD. *FOUNDATION DEPTH IS BASED ON DESIGN LATERAL BEARING PRESSURE OF 1,500 - 2,500 FT^3 BASED ON TBD. **ASSUMES ADDITIONAL 500 FT3 FOR FUTURE EQUIPMENT ON NEW SIGNAL STANDARDS. ASSUMES ADDITIONAL 500 FT3 FOR FUTURE EQUIPMENT ON NEW SIGNAL STANDARDS. 9 3 II PPBPPB II, III, SD N/A J-21.15 J-20.16 J-21.10 J-21.10 J-20.15 3 II 9 9 9 LUMINAIRE MAST ARM X Y Z (ft ) MAST ARM LENGTH X Y Z (ft ) FIXED BREAKAWAY PS I J-20.10 J-20.15 J-20.10 J-20.15 J-26.10,J-26.15 J-20.11N/A J-20.10 J-20.20 J-21.20 N/A 8 40' 45' 50' MAX. 4 SECTION 12"17.0' 20.9' 22.0' 20.8'16.5' 53' - 180' MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO ROADWAY G H I a e j j B10 B11a b d a B2 B3 B6 4 1 2 OR SIGN b e 3.0 FT N/A N/A 36.0 SQ. FT. 15.0 SQ. FT. AREA MIN. 17.5' 19.2' 18.0'19.7' 16.5' SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY ALL i85°E E FF G H I A1 12' - 0"10' - 0"8' - 0"b c a gg B9 h i LIMITS OF VERTICAL CLEARANCE a b b B1 B4 B5 B7 ROADWAY 7 1 2 1 2 2 1 2 2 3 c 3.0 FT N/A 3.0 FT 7.5 SQ. FT. HEIGHT WIDTH 5 TYPE II, III & SD SIGNAL STANDARD NOTES 6 7 1 2 k B8 2 3 4 3 2 3 4 90° 0° E2 E1 E2 ` 90° 90°E1180° 270° ` ` 5 3 SECTION SIGNAL HEADS SHALL USE TYPE L MOUNTING AND 4 S3ECTION OR GREATER SIGNAL HEADS SHALL USE TYPE M MOUNTING COUPLING INSTALLED AT OFFSET INDICATED IN PLANS. FIELD INSTALLED. SIGN SIZES SHALL NOT EXCEED THE MAXIMUM VALUES LISTED AT RIGHT. LOCATION SHALL BE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION ENGINEER PRIOR TO INSTALLATION. VIDEO DETECTION CAMERA LOCATED BETWEEN THROUGH AND LEFT TURN LANE, OR CENTERED ON APPROACH IF LEFT TURN LANE DOES NOT EXIST. 1' - 0" MIN. TO 2' - 6" MAX. FROM POLE CENTERLINE TO SIGN EDGE. FOR POST MOUNTED SIGNS THERE SHALL BE 2' - 0" MIN. FROM THE FACE OF CURB OR THE EDGE OF THE SHOULDER TO THE EDGE OF THE SIGN. PLACEMENT SHALL BE 2' - 0" MIN. FROM FACE OF CURB OR EDGE OF SHOULDER; 3' - 0" MIN. FROM FACE OF GUARDRAIL; 4' - 0" MIN. FROM CONC. BARRIER TYPE 2 (MEASURED FROM A POINT WHERE THE BARRIER BASE MEETS THE SHOULDER SURFACE (TOE). MEASUREMENT TAKEN FROM TRAFFIC SIDE OF BARRIER; TO FACE OF POLE. TAG NOTES: CORROSION RESISTANT METAL TAG SECURED WITH (2) 0.125" RIVETS AS FOLLOWS: - POLE SHAFT - LOCATED WITHIN 6" ABOVE HAND HOLE (TYPE II & III). - SIGNAL AND LUMINAIRE MAST ARM (TYPE II & III). - LOCATED WITHIN 6" OF THE LUMINAIRE ARM AND THE POLE SHAFT CONNECTION POINT (TYPE III). - TEXT SHALL BE A MINIMUM OF 3 16" HIGH, STAMPED OR EMBOSSED. a. VEHICLE DISPLAY b. MAST ARM MTD. SIGN c. STREET NAME SIGN d. PRE-EMPT DETECTOR e. POST MTD. SIGN f. LUMINAIRE g. PEDESTRIAN DISPLAY h. TERMINAL CABINET i. APS PUSH BUTTON j. HANDHOLE k. VIDEO DETECTION CAMERA l. PTZ CAMERA NOTE: TYPE E MOUNTS SHALL BE USED FOR PEDESTRIAN DISPLAYS ON TYPE I,II OR III SIGNAL STANDARDS, WITH THE FOLLOWING EXCEPTION: PEDESTRIAN DISPLAYS MOUNTED ON OCTAGONAL (8 SIDED) SIGNAL STANDARDS AT AN ANGLE OTHER THAN A 45 DEGREE INCREMENT SHALL USE A TYPE A MOUNT FOR TWO PEDESTRIAN DISPLAYS, OR A TYPE B MOUNT FOR A SINGLE FOR A SINGLE PEDESTRIAN DISPLAY. TYPE D MOUNTS SHALL BE USED FOR PEDESTRIAN DISPLAYS ON TYPE PS SIGNAL STANDARDS. SIGNAL STANDARD NO. STATE ROUTE AND MILE POST NO. APPROVED DRAWING NO. FABRICATION DATE EXAMPLE SIGNAL STANDARD IDENTIFICATION TAG TYPE PPB PPB POST TYPE PS PED. HEAD STANDARD TYPE I VEHICLE HEAD STANDARD DMS OR VMS IS NOT ALLOWED ON THESE POLES.8' - 0"8' - 0"10' - 0"g g g g a THICKENED EDGE FOR FOUNDATIONS LOCATED WITHIN SIDEWALK: ANCHOR BOLTS, PROVIDE ADEQUATE ADDITIONAL LENGTH TO ACCOMMODATE SIDEWALK THICKNESS WHILE MAINTAINING EMBEDMENT REQUIREMENTS. AT LEAST TWO FULL THREADS SHALL EXTEND ABOVE THE TOP HEAVY-HEX NUT. ANCHOR BOLTS MAY BE CUT TO ACCOMMODATE ANCHOR BOLT COVER SIDEWALK & THICKENED EDGE, SIDEWALK THICKNESS DEFINED IN CONTRACT PLANS, PLACE ABOVE AND AROUND PERIMETER OF TOP OF FOUNDATION 1 2" MINIMUM SPACE BETWEEN BOTTOM OF HEAVY-HEX NUT AND CONCRETE MEASURE ATTACHMENT POINT ANGLES CLOCKWISE FROM POLE ORIENTATION LINE (E1 ATTACHMENT POINT) TO THE ATTACHMENT POINT LOCATION ATTACHMENT POINT ALL HANDHOLES AT 180^ FROM E1 ANCHOR BOLT PLATE LOCATION STATION POLE ORIENTATION LINE (E1 ATTACHMENT POINT) POLE ORIENTATION ANGLE (P.O.A.) DEGREES CLOCKWISE FROM OFFSET LINE TO POLE ORIENTATION LINE (E1 ATTACHMENT POINT) STANDARD TYPE POLE 27" 27"2 3 LUMINAIRE, MOUNTING, SHROUD AND ARM PER STD PLANS 117.1 AND 117.3. LUMINAIRE ARM LENGTH PER DESIGN PLANS f l HORIZONTAL DISTANCE FROM STOP LINE 3 SECTION 12" 5 SECTION CLUSTER 12" 16' 14' 12' 10' 8' 6' 52.8 46.2 39.6 33.0 26.4 19.8 6"7" MAX6"POLE ORIENTATION AND ATTACHMENT POINTROADWAYOFFSETLINE D D 45° ROUTI N G C H A N G E D 60% TO BE SUBMITTED AT A LATER DATE R-4214393 31+00 32+00 C AFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOC:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.50.dwg | Layout: 1TS1.12APLOTTED: Nov 05, 2021-10:38:42am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwgIMAGES: No.REVISION DATEBY APP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL MARK F . WEGE N ERSTATE O F WASHING T ON41141REGISTER E DPRO FESSIONAL E N GINEERMETRO PROJECT ENGINEER 108TH AVE SE (SR 515) (108TH-LINE)SE 186TH STRENTON SEGMENT HAWK SIGNAL PLAN 108TH AVE SE & SE 186TH ST 1TS1.12A 394 J. DAVIS J. DAVIS M. WEGENER   PHASES 1 CHANNEL A & B PRE-EMPTION SCHEDULE 10' 20' SCALE: 1" = 20' 0' 13 14 EVP A 29 11 EVP B 12 28 S1 S2 1 1A 3 6 2A 8 2 7 3 42345 1 28, 29 R R Y 12" 12" 11, 12, 13, 14 NEW SIGNAL HEADS NOTES: 1. FOR GENERAL NOTES AND SYMBOLOGY SEE 1TS1.00. 2. FOR SIGNAL POLE DETAILS SEE 1TS1.12C. 3. FOR CONDUIT RUN AND WIRING INFORMATION SEE 1TS1.05B AND 1TS1.12D. 4. FOR CONSTRUCTION NOTES SEE 1TS1.12B. 5. FOR ILLUMINATION PLANS AND SERVICE BREAKER PANEL SCHEDULE DETAILS SEE XXXXX AND XXXXX. 6. FOR ITS PLANS AND DETAILS SEE XXXXX. 7. NEW VEHICLE SIGNAL HEADS 11, 12, 13 AND 14 SHALL BE INSTALLED WITH NEW MOUNTING TYPE "M" ON NEW MAST ARMS PER WSDOT STANDARD PLAN J-75.20. 8. NEW COUNTDOWN PEDESTRIAN SIGNAL HEAD 28 AND 29 SHALL BE INSTALLED WITH NEW MOUNTING TYPE "E" ON NEW POLE PER WSDOT STD. PLAN J-75.10. STOP CROSSWALK ON RED R10-23 MOD (30" W x 48" H) S1 S2 SIGNS STOP ON FLASHING IF NO THEN PROCEED R-4214394 C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.50.dwg | Layout: 1TS1.12BPLOTTED: Nov 05, 2021-10:38:44am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwgIMAGES: No.REVISION DATEBY APP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL MARK F . WEGE N ERSTATE O F WASHING T ON41141REGISTER E DPRO FESSIONAL E N GINEERMETRO PROJECT ENGINEER RENTON SEGMENT WIRING SCHEDULE 108TH AVE SE & SE 186TH ST 1TS1.12B 395 J. DAVIS J. DAVIS M. WEGENER   1 CONSTRUCTION NOTES: CONSTRUCT FOUNDATION PER SIGNAL STANDARD DETAIL CHART 1TS1.12C AND WSDOT STD. PLAN J-26.10. TOP OF FOUNDATION SHALL BE FLUSH WITH GRADE. FURNISH AND INSTALL TYPE III SIGNAL POLE WITH 25' MAST ARM AND 10' LUMINAIRE ARM. FURNISH AND INSTALL TWO 3-SECTION HAWK SIGNAL HEADS, ONE EMERGENCY PRE-EMPTION DETECTOR AND ONE R10-23 MOD SIGN ON THE MAST ARM. FURNISH AND INSTALL TERMINAL CABINET ON SIGNAL POLE. FURNISH AND INSTALL ONE ROADWAY, TYPE III 90W LED LUMINAIRE ON 10' LUMINAIRE ARM. FURNISH AND INSTALL TYPE PPB SIGNAL STANDARD PER WSDOT STANDARD PLAN J-20.11 AND DETAIL 1TS1.07C. FURNISH AND INSTALL ONE APS PEDESTRIAN PUSH BUTTON WITH SIGN ON SIGNAL POLE. CONSTRUCT FOUNDATION PER SIGNAL STANDARD DETAIL CHART 1TS1.12C AND WSDOT STD. PLAN J-26.10. TOP OF FOUNDATION SHALL BE FLUSH WITH GRADE. FURNISH AND INSTALL TYPE III SIGNAL POLE WITH 25' MAST ARM AND 10' LUMINAIRE ARM. FURNISH AND INSTALL TWO 3-SECTION HAWK SIGNAL HEADS, ONE EMERGENCY PRE-EMPTION DETECTOR AND ONE R10-23 MOD SIGN ON THE MAST ARM. FURNISH AND INSTALL TERMINAL CABINET ON SIGNAL POLE. FURNISH AND INSTALL ONE ROADWAY, TYPE III 67W LED LUMINAIRE ON 10' LUMINAIRE ARM. FURNISH AND INSTALL TYPE PPB SIGNAL STANDARD PER WSDOT STANDARD PLAN J-20.11 AND DETAIL 1TS1.07C. FURNISH AND INSTALL ONE APS PEDESTRIAN PUSH BUTTON WITH SIGN ON SIGNAL POLE. FURNISH AND INSTALL A NEW TYPE 8 JUNCTION BOX PER WSDOT STD. PLAN J-40.30. CONSTRUCT JOINT CONTROLLER/SERVICE CABINET FOUNDATION PER CITY OF RENTON STANDARD PLANS 126.1 AND 126.2. INSTALL ALL CONTROLLER EQUIPMENT AND CONNECT FIELD WIRING. VERIFY FINAL LOCATION WITH THE ENGINEER IN THE FIELD PRIOR TO POURING THE FOUNDATION. 1A 2 2A 3 4 WIRE SCHEDULE NO. CONDUIT SIZE PPB / LOOP PRE-EMPTION PED APS VEH HEAD / PED HEAD CCTV VIDEO DETECTION SERVICE STREET LIGHT GROUND PERCENTAGE FILL NOTES 2CS 3CS 4C 5C CAT6e #6 AWG #8 AWG #6 AWG #8 AWG 1 2"2 1 2 2"2 1 3 3"2 2 4 1 4 3"1 1 2 1 2"2 1 5 2"1 1 1 6 3"1 1 2 1 2"2 1 2"1 SPARE 7 3"1 1 2 1 2"2 1 8 2"1 1 1 # R-4214395 C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.50.dwg | Layout: 1TS1.12CPLOTTED: Nov 05, 2021-10:38:49am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwgIMAGES: No.REVISION DATEBY APP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL MARK F . WEGE N ERSTATE O F WASHING T ON41141REGISTER E DPRO FESSIONAL E N GINEERMETRO PROJECT ENGINEER RENTON SEGMENT POLE SCHEDULE 108TH AVE SE & SE 186TH ST 1TS1.12C 396 J. DAVIS J. DAVIS M. WEGENER   SIGNAL STANDARD CHART FIELD LOCATION TYPE MAST ARM LENGTH (FT) MOUNTING HEIGHT (FT) SIGNAL MAST ARM DATA LUMINAIRE ARM (FT)POLE ATTACHMENT POINT ANGLES (deg)FOUNDATION DEPTHS (FT) *REMARKSOFFSET DISTANCE - Z(FT) (POLE CENTERLINE TO ATTACHMENT POINT)WINDLOAD AREAS - XY (FT)²(X)(Y)(Z) = TOTAL (FT)³ **POLE # STATION OFFSET LT. RT. P.O.A.A1 A2 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 B1 B2 B3 B4 B6 B7 B9 B10 B11 B12 C D E1 E2 F G1 G2 H I1 I2 3' RD.3' SQ.4' RD. XXXX XXXX X 0 III 25 18.5 35 25 22 14.5 18.5 8.3 10 8.3 1080.9 10 0 0 270 180 TBD XXXX XXXX X 0 PPB 270 XXXX XXXX X 0 III 25 18.5 35 25 22 14.5 18.5 8.3 10 8.3 1080.9 10 0 0 270 180 TBD XXXX XXXX X 0 PPB 90 *FOUNDATION DEPTH IS BASED ON DESIGN LATERAL BEARING PRESSURE OF 1,500 - 2,500 FT^3 BASED ON TBD. **ASSUMES ADDITIONAL 500 FT3 FOR FUTURE EQUIPMENT ON NEW SIGNAL STANDARDS. 1 1A 2 2A POLE AND MAST ARM PER MANUFACTURER'S PLANS. MANUFACTURER'S PLANS SHALL BE SIGNED AND STAMPED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER. ELECTRICAL CURBSTANDARD FOUNDATION WSDOT STANDARD PLAN REFERENCES GG i ii 3' - 6" MEASURED FROM SIDEWALK SURFACE TO CENTER OF PEDESTRIAN PUSH BUTTON ASSUMES ADDITIONAL 500 FT3 FOR FUTURE EQUIPMENT ON NEW SIGNAL STANDARDS. 9 3 II PPBPPB II, III, SD N/A J-21.15 J-20.16 J-21.10 J-21.10 J-20.15 3 II 9 9 9 LUMINAIRE MAST ARM X Y Z (ft ) MAST ARM LENGTH X Y Z (ft ) FIXED BREAKAWAY PS I J-20.10 J-20.15 J-20.10 J-20.15 J-26.10,J-26.15 J-20.11N/A J-20.10 J-20.20 J-21.20 N/A 8 40' 45' 50' MAX. 4 SECTION 12"17.0' 20.9' 22.0' 20.8'16.5' 53' - 180' MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO ROADWAY G H I a e j j B10 B11a b d a B2 B3 B6 4 1 2 OR SIGN b e 3.0 FT N/A N/A 36.0 SQ. FT. 15.0 SQ. FT. AREA MIN. 17.5' 19.2' 18.0'19.7' 16.5' SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY ALL i85°E E FF G H I A1 12' - 0"10' - 0"8' - 0"b c a gg B9 h i LIMITS OF VERTICAL CLEARANCE a b b B1 B4 B5 B7 ROADWAY 7 1 2 1 2 2 1 2 2 3 c 3.0 FT N/A 3.0 FT 7.5 SQ. FT. HEIGHT WIDTH 5 TYPE II, III & SD SIGNAL STANDARD NOTES 6 7 1 2 k B8 2 3 4 3 2 3 4 90° 0° E2 E1 E2 ` 90° 90°E1180° 270° ` ` 5 3 SECTION, 4 SECTION AND GREATER SIGNAL HEADS SHALL USE TYPE M MOUNTING COUPLING INSTALLED AT OFFSET INDICATED IN PLANS. FIELD INSTALLED. SIGN SIZES SHALL NOT EXCEED THE MAXIMUM VALUES LISTED AT RIGHT. LOCATION SHALL BE APPROVED BY CITY OF RENTON ENGINEER PRIOR TO INSTALLATION. VIDEO DETECTION CAMERA LOCATED BETWEEN THROUGH AND LEFT TURN LANE, OR CENTERED ON APPROACH IF LEFT TURN LANE DOES NOT EXIST. 1' - 0" MIN. TO 2' - 6" MAX. FROM POLE CENTERLINE TO SIGN EDGE. FOR POST MOUNTED SIGNS THERE SHALL BE 2' - 0" MIN. FROM THE FACE OF CURB OR THE EDGE OF THE SHOULDER TO THE EDGE OF THE SIGN. PLACEMENT SHALL BE 2' - 0" MIN. FROM FACE OF CURB OR EDGE OF SHOULDER; 3' - 0" MIN. FROM FACE OF GUARDRAIL; 4' - 0" MIN. FROM CONC. BARRIER TYPE 2 (MEASURED FROM A POINT WHERE THE BARRIER BASE MEETS THE SHOULDER SURFACE (TOE). MEASUREMENT TAKEN FROM TRAFFIC SIDE OF BARRIER; TO FACE OF POLE. INSTALL POLE TAG IN FOUNDATION PER RENTON STANDARD PLAN 139. a. VEHICLE DISPLAY b. MAST ARM MTD. SIGN c. STREET NAME SIGN d. PRE-EMPT DETECTOR e. POST MTD. SIGN f. LUMINAIRE g. PEDESTRIAN DISPLAY h. TERMINAL CABINET i. APS PUSH BUTTON j. HANDHOLE k. VIDEO DETECTION CAMERA l. PTZ CAMERA TYPE PPB PPB POST TYPE PS PED. HEAD STANDARD TYPE I VEHICLE HEAD STANDARD DMS OR VMS IS NOT ALLOWED ON THESE POLES.8' - 0"8' - 0"10' - 0"g g g g a THICKENED EDGE FOR FOUNDATIONS LOCATED WITHIN SIDEWALK: ANCHOR BOLTS, PROVIDE ADEQUATE ADDITIONAL LENGTH TO ACCOMMODATE SIDEWALK THICKNESS WHILE MAINTAINING EMBEDMENT REQUIREMENTS. AT LEAST TWO FULL THREADS SHALL EXTEND ABOVE THE TOP HEAVY-HEX NUT. ANCHOR BOLTS MAY BE CUT TO ACCOMMODATE ANCHOR BOLT COVER SIDEWALK & THICKENED EDGE, SIDEWALK THICKNESS DEFINED IN CONTRACT PLANS, PLACE ABOVE AND AROUND PERIMETER OF TOP OF FOUNDATION 1 2" MINIMUM SPACE BETWEEN BOTTOM OF HEAVY-HEX NUT AND CONCRETE MEASURE ATTACHMENT POINT ANGLES CLOCKWISE FROM POLE ORIENTATION LINE (E1 ATTACHMENT POINT) TO THE ATTACHMENT POINT LOCATION ATTACHMENT POINT ALL HANDHOLES AT 180^ FROM E1 ANCHOR BOLT PLATE LOCATION STATION POLE ORIENTATION LINE (E1 ATTACHMENT POINT) POLE ORIENTATION ANGLE (P.O.A.) DEGREES CLOCKWISE FROM OFFSET LINE TO POLE ORIENTATION LINE (E1 ATTACHMENT POINT) STANDARD TYPE POLE 27" 27"2 3 LUMINAIRE, MOUNTING, SHROUD AND ARM PER STD PLANS 117.1 AND 117.3. LUMINAIRE ARM LENGTH PER DESIGN PLANS f l HORIZONTAL DISTANCE FROM STOP LINE 3 SECTION 12" 5 SECTION CLUSTER 12" 16' 14' 12' 10' 8' 6' 52.8 46.2 39.6 33.0 26.4 19.8 6"7" MAX6"POLE ORIENTATION AND ATTACHMENT POINTROADWAYOFFSETLINE D D 45° POLE AND ALL RELATED HARDWARE / COMPONENTS SHALL BE PAINTED RAL 9005TX "JET BLACK" UNLESS OTHERWISE SPECIFIED BY CITY OF RENTON TRANSPORTATION ENGINEERING. R-4214396 C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.50.dwg | Layout: 1TS1.12DPLOTTED: Nov 05, 2021-10:38:54am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwgIMAGES: No.REVISION DATEBY APP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL MARK F . WEGE N ERSTATE O F WASHING T ON41141REGISTER E DPRO FESSIONAL E N GINEERMETRO PROJECT ENGINEER RENTON SEGMENT FIELD TERMINATION DIAGRAM 108TH AVE SE & SE 186TH ST 1TS1.12D 397 J. DAVIS J. DAVIS M. WEGENER   TO B E C O M P L E T E D A S P A R T O F T H E 9 0 % S U B MI T T A L R-4214397 89+00 SSSC:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.50.dwg | Layout: 1TS1.13APLOTTED: Nov 05, 2021-10:28:53am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL MARK F . WEGE N ERSTATE O F WASHING T ON41141REGISTER E DPRO FESSIONAL E N GINEERMETRO PROJECT ENGINEER TALBOT RD S (TAL-21-LINE)MEDICAL CENTER DRIVEWAYRENTON SEGMENT RECTANGULAR RAPID FLASHING BEACON PLAN TALBOT RD S & VALLEY MED CTR DRIVEWAY 1TS1.13A J. DAVIS J. DAVIS M. WEGENER   SIGNS 10'20' SCALE: 1" = 20' 0' 3 2 1A 1 S1 S2 1 CONSTRUCTION NOTES: PROTECT EXISTING TYPE FB SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. PROTECT EXISTING TYPE FB SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. CONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-20.11. FURNISH AND INSTALL TYPE FB SIGNAL STANDARD. FURNISH AND INSTALL FOUR WARNING SIGNS (TWO W11-2 SIGNS AND TWO W16-7PR SIGNS), ONE SOLAR PANEL AND ONE RECTANGULAR RAPID FLASHING BEACON (WITH TWO BEACONS FACING NORTHBOUND VEHICULAR TRAFFIC TWO BEACONS FACING SOUTHBOUND VEHICULAR TRAFFIC). INSTALL SOLAR POWER UNIT ON TOP OF THE MOUNT. SEE SPECIAL PROVISIONS FOR DETAILS. PROTECT EXISTING TYPE PB SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. W11-2 (36" x 36") W16-7PR (30" W x 18" H)S2S1 1A 2 3 NOTES: 1.FOR GENERAL NOTES AND SYMBOLOGY SEE 1TS1.00. 2.FOR ILLUMINATION PLANS AND SERVICE BREAKER PANEL SCHEDULE DETAILS SEE XXXXX AND XXXXX. 3.FOR ITS PLANS AND DETAILS SEE XXXXX. 398 R-4214398 73+00 74+00 C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.50.dwg | Layout: 1TS1.14APLOTTED: Nov 05, 2021-10:29:13am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL MARK F . WEGE N ERSTATE O F WASHING T ON41141REGISTER E DPRO FESSIONAL E N GINEERMETRO PROJECT ENGINEER TALBOT RD S (TAL-21-LINE)S 37TH STRENTON SEGMENT RECTANGULAR RAPID FLASHING BEACON PLAN TALBOT RD S & S 37TH ST 1TS1.14A J. DAVIS J. DAVIS M. WEGENER   23 1 10'20' SCALE: 1" = 20' 0' 13 1 CONSTRUCTION NOTES: SUGGESTED LOCATION FOR PEDESTAL POLE, FOUNDATION AND CONDUIT TO BE CONSTRUCTED BY OTHERS IN FUTURE PROJECT. SUGGESTED LOCATION FOR PEDESTAL POLE, FOUNDATION AND CONDUIT TO BE CONSTRUCTED BY OTHERS IN FUTURE PROJECT. FURNISH AND INSTALL A NEW TYPE 2 JUNCTION BOX PER WSDOT STD. PLAN J-40.10. 2 3 NOTES: 1.FOR GENERAL NOTES AND SYMBOLOGY SEE 1TS1.00. 2.FOR ILLUMINATION PLANS AND SERVICE BREAKER PANEL SCHEDULE DETAILS SEE XXXXX AND XXXXX. 3.FOR ITS PLANS AND DETAILS SEE XXXXX. WIRE SCHEDULE NO. CONDUIT SIZE PPB / LOOP PRE-EMPTION PED APS VEH HEAD / PED HEAD CCTV VIDEO DETECTION SERVICE STREET LIGHT GROUND PERCENTAGE FILL NOTES 2CS 3CS 4C 5C CAT6e #6 AWG #8 AWG #6 AWG #8 AWG 1 2"1 CONDUIT TO BE BORED 2"1 CONDUIT TO BE BORED 2 2"1 3 2"1 CONDUIT TO BE BORED 2"1 CONDUIT TO BE BORED # 233 399 R-4214399 C:\pw_workdir\den003\jeg_osunap\d0601389\1 TS1.50.dwg | Layout: 1TS1.15APLOTTED: Nov 05, 2021-09:58:15am By OsunaPXREFS: KCMTD-BORDER_2020.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-ITS_RENTON.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-RET_WALL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-UT_RENTON.dwgIMAGES: No.REVISION DATEBY APP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL MARK F . WEGE N ERSTATE O F WASHING T ON41141REGISTER E DPRO FESSIONAL E N GINEERMETRO PROJECT ENGINEER RENTON SEGMENT RECTANGULAR RAPID-FLASHING BEACON DETAIL   1TS1.15A 400 J. DAVIS J. DAVIS M. WEGENER   PUSHBUTTON TOTURN ONWARNING LIGHTS CROSS TRAFFICMAY NOT STOPUSE CAUTIONWHEN CROSSING CROSS TRAFFIC MAY NOT STOP USE CAUTION WHEN CROSSING NOTES FRONT ELEVATION VIEW USE DETAILS ABOVE MATCHLINE FOR SIDE ELEVATION VIEWS 3" MAX.MATCHLINE SIDE ELEVATION VIEW BI-DIRECTIONAL CONFIGURATION DETAILS7' - 0" MIN.ABOVE SIDEWALK3' - 6"SLIP BASE AND CONCRETE SQUARE FOUNDATION SHOWN (SEE NOTES 2 & 4) MATCHLINE SIGN W16-7PR SIGN W16-7PR WINDBEAM (TYP.)2"CONTROL CABINET ENCLOSURE (SEE NOTE 7) TYPE FB SIGNAL STANDARD (SEE NOTE 3) SIGN W16-7PR ~ 30" (IN) x 18" (IN) SIGN W11-501 ~ 12" (IN) x 12" (IN) PEDESTRIAN SYMBOL HEIGHT - 4" (IN) BICYCLE SYMBOL HEIGHT - 3" (IN) LETTERS - 1" C LEGEND - BLACK BACKGROUND - YELLOW PEDESTRIAN PUSHBUTTON AND SIGN ASSEMBLY (SEE NOTE 1) PEDESTRIAN PUSHBUTTON AND SIGN ASSEMBLY (SEE NOTE 1) W11-501 (12" x 12")1" MIN.TOP OF POLE RAPID-FLASHING BEACON 5' - 0" MAX.RECTANGULAR RAPID-FLASHING BEACON ~ APPROX. 24" (IN) x 4" (IN) x 1 1/2" (IN) (SEE NOTE 8) PEDESTRIAN PUSHBUTTON AND SIGN ASSEMBLY - MAY BE SEPARATE PARTS. USE 9" (IN) X 12" (IN) R10-25 SIGN IN ACCORD- ANCE WITH 2009 MUTCD. SIGN MAY INCLUDE INTEGRATED WARNING LIGHTS. SEE STANDARD PLAN J-21.10 FOR SIGNAL STANDARD FOUNDATION WITH FIXED BASE AND SLIP BASE DETAILS. ALL POLES SHALL BE HOT DIP GALVANIZED PER AASHTO M111. WELDING OF STRUCTURES SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE AWS 01.1 STRUCTUAL WELDING CODE - STEEL. ALL BUTT WELDS SHALL BE GROUND FLUSH WITH BASE METAL. SEE STANDARD PLAN G-30.10 FOR SIGN INSTALLATION ON SIGNAL STANDARD DETAILS. TERMINATE RFB CONNECTIONS PER MANU- FACTURER'S RECOMMENDATION. CONTROL CABINET ENCLOSURE SHALL BE SIZED BY THE RFB MANUFACTURER. THE CONTROL CABINET SHALL BE MANUFACTURED PER TERMINAL CABINET REQUIREMENTS OF STANDARD SPECIFICATION SECTION 9-29.25. RRFB DISPLAYS SHALL BE LED TYPE MEETING THE INTENSITY REQUIREMENTS OF SAE J595 FOR CLASS 1 YELLOW, BUT SHALL NOT EXCEED 1000 CANDELAS DURING DAYLIGHT AND 500 CANDELAS AFTER DARK. DETAILS BASED ON WSDOT DRAWING IS-22 FOR RAPID-FLASHING BEACON RECTANGULAR TYPE (RRFB) MECHANICALLY SECURED POLE CAP 15' - 0"SIGN W11-2 36" x 36" SIGN W11-2 36" x 36" INSTALL SOLAR POWER UNIT ON TOP OF POLE 3" MAX.RRFB BAR SLIP BASE SIGN W11-2 36" (IN) x 36" (IN) RRFB BAR RRFB BAR SIGN W11-5011" MIN.CONTROLLER CABINET R-4214400 C:\pw_workdir\den003\ext_xl080126\d0601389\1 I1.01.dwg | Layout: 1I1.00PLOTTED: Nov 17, 2021-04:03:02pm By xxlXREFS: X-TOPO.dwg; X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-ITS_RENTON.dwg; 18229-SV-ROW.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-ITS_RENTON-EX.dwg; X-RDWY_RENTON.dwg; Cost Estimate Station Limits.dwg; X-PARCEL-INFO.dwg; X-UT_RENTON.dwg; X-DR_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL R ERSGEITE D METRO PROJECT ENGINEER RENTON SEGMENT INTERCONNECT GENERAL NOTES 1I1.00 401 M. POWERS X. LIU S. RAHMAN   CONSTRUCTION NOTES 1 REMOVE EXISTING JUNCTION BOX REMOVE EXISTING SMALL CABLE VAULT. INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. INSTALL SMALL CABLE VAULT PER WSDOT STANDARD PLAN J-90.21.02. TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. INSTALL CONDUIT(S) TO EXISTING JUNCTION BOX. INTERCEPT EXISTING CONDUIT AND EXTENDED TO NEW JUNCTION BOX. SPLICE FIBER TO PRE-TERMINATED PIGTAIL IN THE EXISTING FIBER PATCH PANEL BY CORRESPONDING COLOR/NUMBER. SPLICE FIBERS TO PRE-TERMINATED PIGTAIL IN THE NEW FIBER PATCH PANEL BY CORRESPONDING COLOR/NUMBER. CUT EXISTING 2-12CT FIBER LATERAL CABLES FROM EXISTING FIBER TRUNK AND CUT EXISTING FIBER TRUNK. PULL BACK EXISTING LATERALS INTO SIGNAL CABINET AND PULL BACK EXISTING TRUNK WEST TO NEW TYPE 8 JUNCTION BOX FOR REINSTALLATION. ABANDON EXISTING FIBER EAST TO GRADY/TALBOT. INSTALL SMALL OPEN BOTTOM CABLE VAULT PER DETAILS ON DRAWING 1I2.12. INSTALL ETHERNET SWITCH IN THE SIGNAL CABINET. PATCH FIBERS TO SWITCH PER DETAILS ON DRAWING 1I2.02. CUT EXISTING 2-12CT FIBER LATERAL CABLES FROM EXISTING FIBER TRUNK. PULL BACK EXISTING LATERALS INTO SIGNAL CABINET FOR REINSTALLATION. INSTALL TYPE 8 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.30-04. INSTALL ONE 3" PVC CONDUIT RISER ON EXISTING UTILITY POLE. SEE DETAILS ON DRAWING 1I2.14. SEE POLE SCHEDULE ON DRAWING 1I2.15 FOR HEIGHT OF RISER. INSTALL NEW MESSENGER CABLE TO EXISTING UTILITY POLE AT HEIGHT SPECIFIED ON THE POLE SCHEDULE ON DRAWING 1I2.15. ATTACH NEW AERIAL FIBER OPTIC CABLE TO MESSENGER BY LASHING. SEE DETAILS ON DRAWING 1I2.14. BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY CORING OPERATIONS BACK TO PRECONSTRUCTION CONDITIONS. REPLACE EXISTING JUNCTION BOX LID WITH NON-SKID LID. PULL BACK EXISTING 1-12CT WSDOT FIBER BACK TO EXISTING CABLE VAULT AND REINSTALL TO THE NORTH THROUGH NEW CONDUIT ROUTE. REMOVE EXISTING 1-25PR CUT COPPER CABLE TO THE NORTH. CUT THE EXISTING 1-48CT SMFO LATERAL CABLE FROM THE FIBER TRUNK IN THE EXISTING SPLICE CASE. SPLICE FIBERS ACCORDING TO FIBER OPTIC SPLICE DIAGRAM 1I2.03-1I2.011. COIL SLACK FIBERS IN THE VAULT ACCORDING TO QUANTITIES SHOWN IN THE FIBER ROUTE SCHEMATIC ON DRAWING 1I2.01-1I2.02. PULL BACK EXISTING 1-48CT FIBER FROM 2ND/MORRIS SPLICE POINT AND REINSTALL THROUGH THE NEW INTERCEPTED CONDUIT AT 2ND/MORRIS INTERSECTION. 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 COIL SLACK FIBER IN THE VAULT ACCORDING TO QUANTITIES SHOWN IN THE FIBER ROUTE SCHEMATIC ON DRAWING 1I2.01-1I2.02.23 25 CUT EXISTING 1-24CT FIBER LATERAL CABLE FROM EXISTING FIBER TRUNK AND CUT EXISTING 48CT FIBER TRUNK IN EXISTING SPLICE CASE. PULL BACK EXISTING 48CT FIBER EAST TO THE SMALL SMALL CABLE VAULT AT LOGAN AVE FOR REINSTALLATION, THROUGH NEW CONDUIT. 27 DISCONNECT EXISTING 1-36CT SMFO FROM EXISTING TRAFFIC SIGNAL AND PULL BACK TO NEW SMALL CABLE VAULT THROUGH NEW CONDUIT FOR SPLICING. 26 24 PULL BACK EXISTING 1-288CT SDOT FIBER TO EXISTING MANHOLE CABLE VAULT AND REINSTALL TO SOUTH THROUGH EXISTING AND NEW CONDUIT ROUTE BY SEATTLE IT.28 RIGHT-OF-WAY PROPERTY LINE FENCE FIRE HYDRANTS UTILITY POLE ANCHOR UTILITY POLE POWER VAULT LUMINAIRE POLE (TIMBER) JUNCTION BOX - TYPES 1, 2/4 AND 3/8 TRAFFIC SIGNAL POLE WITH LUMINAIRE ELECTRICAL SERVICE CABINET TRAFFIC SIGNAL POLE TRAFFIC SIGNAL CABINET CONDUIT CONSTRUCTION NOTE PULL BOX EXISTING PROPOSED DESCRIPTION 25-TA CABLE VAULT WIRE NOTE VEHICLE SIGNAL HEAD PEDESTRIAN SIGNAL HEAD OPTICOM EVP DETECTOR TRAFFIC SIGN MANHOLE C AERIAL FIBER OPTIC AFO LEGEND X X ITS GENERAL NOTES 1.CONTACT THE CITY OF RENTON TRANSPORTATION MAINTENANCE MANAGER ERIC CUTSHALL AT (425) 430-7423 TO COORDINATE ACCESS INTO TRAFFIC SIGNAL CONTROLLER CABINETS. 2.SLACK CABLE FOR FIBER TERMINATIONS SHALL NOT BE STORED IN THE TRAFFIC SIGNAL CONTROLLER CABINET. SLACK CABLE SHALL BE COILED IN THE VAULT INDICATED ON THE PLANS. SEE FIBER ROUTE SCHEMATIC DRAWINGS 1I2.01-02 FOR QUANTITIES OF CABLE TO BE STORED IN EACH VAULT. 3.AT LEAST TWO LOOPS OF FIBER CABLE SHALL BE STORED IN ALL JUNCTION BOXES WHERE AN EXACT AMOUNT OF SLACK IS NOT IDENTIFIED. 4.ALL CABLES INSTALLED BY THE CONTRACTOR SHALL BE LABELED IN EACH JUNCTION BOX, VAULT, AND TRAFFIC SIGNAL CONTROLLER CABINET. 5.ANY EXISTING PULL ROPE OR PULL TAPE USED FOR THE INSTALLATION OF NEW CABLING SHALL BE REPLACED WITH A NEW PULL TAPE OF THE TYPE DESCRIBED IN THE SPECIFICATIONS. 6.ALL EXISTING UTILITIES SHALL BE LOCATED AND MARKED IN THE FIELD BEFORE PERFORMING ANY UNDERGROUND WORK. CARE SHALL BE EXERCISED WHEN EXCAVATING, TRENCHING OR BORING NEAR EXISTING UTILITIES. 7.ALL CONDUIT ROUTES SHOWN IN THE PLANS ARE TO BE FIELD VERIFIED. CONDUIT ROUTES AND JUNCTION BOX PLACEMENT IS SCHEMATIC. INSTALL FIBER SNOWSHOES FOR CABLE SLACK STORAGE AS INDICATED ON THE FIBER ROUTE SCHEMATIC ON DRAWING 1I2.01-1I2.03. SEE DETAILS ON DRAWING 1I2.14. NOT USED. PULL BACK EXISTING 1-48CT FIBER FROM THE EXISTING SPLICE POINT AND REINSTALL THROUGH EXISTING CONDUIT AND NEW INTERCEPTED CONDUIT TO THE EAST TO THE NEW CABLE VAULT AT THE GRADY/LAKE INTERSECTION. 29 REPLACE EXISTING TRAFFIC SIGNAL CONTROLLER WITH NEW SEPAC M60 CONTROLLER.30 R-4214401 10+0011+0010+00 11+00 12+00 13+00 14+00v 569600-0065 569600-0120 569600-0080 569600-0055 569600-0030724330-0000 569600-0200 SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSC:\pw_workdir\den003\ext_xl080126\d0601389\1 I1.01.dwg | Layout: 1I1.01PLOTTED: Nov 17, 2021-04:03:21pm By xxlXREFS: X-TOPO.dwg; X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-ITS_RENTON.dwg; 18229-SV-ROW.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-ITS_RENTON-EX.dwg; X-RDWY_RENTON.dwg; Cost Estimate Station Limits.dwg; X-PARCEL-INFO.dwg; X-UT_RENTON.dwg; X-DR_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL R ERSGEITE D METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0'S 2ND STLOGAN AVE SRENTON TRANSIT CENTER(2ND-LINE)(LOG-LINE) WIRING SCHEDULE RUN NO. CONDUIT SIZE CONDUCTORS REMARKS 2 EX. 1.5"1 - 48 SMFO**REINSTALL 2 21 PULL BACK EXISTING 1-48CT FIBER FROM 2ND/MORRIS SPLICE POINT AND REINSTALL THROUGH THE NEW INTERCEPTED CONDUIT AT 2ND/MORRIS INTERSECTION. 21 CONSTRUCTION NOTES X RENTON SEGMENT INTERCONNECT PLAN 2ND 11+00 TO LOG 14+50 1I1.01 402 M. POWERS X. LIU S. RAHMAN   GENERAL NOTES 1.SEE SIGNAL PLANS 1TS1.01 FOR ADDITIONAL WORK AT THE INTERSECTION. R-4214402 11+0012+0013+0014+0015+0016+00 10+00 11+00vv 569600-0030 784180-0025 172610-0000 784180-0005 000720-0060 784180-0015 000720-0060 CSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS C:\pw_workdir\den003\ext_xl080126\d0601389\1 I1.01.dwg | Layout: 1I1.02PLOTTED: Nov 17, 2021-04:03:41pm By xxlXREFS: X-TOPO.dwg; X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-ITS_RENTON.dwg; 18229-SV-ROW.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-ITS_RENTON-EX.dwg; X-RDWY_RENTON.dwg; Cost Estimate Station Limits.dwg; X-PARCEL-INFO.dwg; X-UT_RENTON.dwg; X-DR_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL R ERSGEITE D METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' S 2ND ST (2ND-LINE)MORRISAVE S7 WIRING SCHEDULE RUN NO. CONDUIT SIZE CONDUCTORS REMARKS 1 EX. 2"EX. 1 - 48 SMFO 2 EX. 1.5"1 - 48 SMFO**REINSTALL 3 3" PVC**1 - 12 SMFO **SEE SIGNAL PLAN FOR CONDUIT INSTALLATION AND ADDITIONAL CABLES IN CONDUIT 4 EX. 1.5"1 - 48 SMFO* , 1 - 12 SMFO *REINSTALL 5 1.5"1 - 48 SMFO* , 1 - 12 SMFO *REINSTALL 6 1.5"1 - 48 SMFO**REINSTALL 3 11 2 4 4 1 3 22 NEW TRAFFIC SIGNAL CABINET 271 SEE SIGNAL PLAN 1 TS1.02 RENTON SEGMENT INTERCONNECT PLAN 2ND 16+00 TO 2ND 11+00 1I1.02 403 M. POWERS X. LIU S. RAHMAN   9 12 GENERAL NOTES 1.SEE SIGNAL PLANS 1TS1.02 FOR ADDITIONAL WORK AT THE INTERSECTION. CONSTRUCTION NOTES 1 REMOVE EXISTING JUNCTION BOX TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. INTERCEPT EXISTING CONDUIT AND EXTENDED TO NEW JUNCTION BOX. SPLICE FIBERS TO PRE-TERMINATED PIGTAIL IN THE NEW FIBER PATCH PANEL BY CORRESPONDING COLOR/NUMBER. INSTALL SMALL OPEN BOTTOM CABLE VAULT PER DETAILS ON DRAWING 1I2.12. INSTALL ETHERNET SWITCH IN THE SIGNAL CABINET. PATCH FIBERS TO SWITCH PER DETAILS ON DRAWING 1I2.02. SPLICE FIBERS ACCORDING TO FIBER OPTIC SPLICE DIAGRAM 1I2.03-1 I2.11. COIL SLACK FIBERS IN THE VAULT ACCORDING TO QUANTITIES SHOWN IN THE FIBER ROUTE SCHEMATIC ON DRAWING 1 I2.01-1 I2.02. 5 7 9 11 12 22 CUT EXISTING 1-24CT FIBER LATERAL CABLE FROM EXISTING FIBER TRUNK AND CUT EXISTING 48CT FIBER TRUNK IN EXISTING SPLICE CASE. PULL BACK EXISTING 48CT FIBER EAST TO THE SMALL SMALL CABLE VAULT AT LOGAN AVE FOR REINSTALLATION, THROUGH NEW CONDUIT. 27 SEE SIGNAL PLAN 1 TS1.02 SEE SIGNAL PLAN 1 TS1.02 65 5 5 X 5 5 5 5 7 7 7 R-4214403 16+0017+0018+0019+0020+00 v 784180-0085 CS S SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSDSDC:\pw_workdir\den003\ext_xl080126\d0601389\1 I1.01.dwg | Layout: 1I1.03PLOTTED: Nov 17, 2021-04:04:04pm By xxlXREFS: X-TOPO.dwg; X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-ITS_RENTON.dwg; 18229-SV-ROW.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-ITS_RENTON-EX.dwg; X-RDWY_RENTON.dwg; Cost Estimate Station Limits.dwg; X-PARCEL-INFO.dwg; X-UT_RENTON.dwg; X-DR_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL R ERSGEITE D METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' S 2ND ST (2ND-LINE)SHATTUCKAVE SWHITWORTHAVE S1 1 EX. TYPE 1 JB EX. TYPE 1 JB NEW TRAFFIC SIGNAL CABINET EX. TYPE 1 JB 3 3 2 WIRING SCHEDULE RUN NO. CONDUIT SIZE CONDUCTORS REMARKS 1 EX. 2"EX. 1 - 48 SMFO 2 3" PVC**1 - 12 SMFO **SEE SIGNAL PLAN FOR CONDUIT INSTALLATION 3 EX. 1.5"EX 1-48 SMFO******REMOVE 4 EX. 2"**1 - 12 SMFO **SEE SIGNAL PLAN FOR CONDUIT MODIFICATIONS 11 201 22 RENTON SEGMENT INTERCONNECT PLAN 2ND 21+00 TO 2ND 16+00 1I1.03 404 M. POWERS X. LIU S. RAHMAN   9 X 4 SEE SIGNAL PLAN 1TS1.03 12 GENERAL NOTES 1.SEE SIGNAL PLANS 1TS1.03 FOR ADDITIONAL WORK AT THE INTERSECTION. CONSTRUCTION NOTES 1 REMOVE EXISTING JUNCTION BOX SPLICE FIBERS TO PRE-TERMINATED PIGTAIL IN THE NEW FIBER PATCH PANEL BY CORRESPONDING COLOR/NUMBER. INSTALL SMALL OPEN BOTTOM CABLE VAULT PER DETAILS ON DRAWING 1I2.12. INSTALL ETHERNET SWITCH IN THE SIGNAL CABINET. PATCH FIBERS TO SWITCH PER DETAILS ON DRAWING 1I2.02. CUT THE EXISTING 1-48CT SMFO LATERAL CABLE FROM THE FIBER TRUNK IN THE EXISTING SPLICE CASE. SPLICE FIBERS ACCORDING TO FIBER OPTIC SPLICE DIAGRAM 1I2.03-1I2.07. COIL SLACK FIBERS IN THE VAULT ACCORDING TO QUANTITIES SHOWN IN THE FIBER ROUTE SCHEMATIC ON DRAWING 1I2.01-1I2.02. 9 11 12 20 22 R-4214404 18+29 17+00 18+0010+00 11+00 12+00 13+00 14+00vvC 192305-9101192305-9102 192305-9103 192305-9032 C SSSSC:\pw_workdir\den003\ext_xl080126\d0601389\1 I1.01.dwg | Layout: 1I1.05PLOTTED: Nov 17, 2021-04:04:21pm By xxlXREFS: X-TOPO.dwg; X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-ITS_RENTON.dwg; 18229-SV-ROW.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-ITS_RENTON-EX.dwg; X-RDWY_RENTON.dwg; Cost Estimate Station Limits.dwg; X-PARCEL-INFO.dwg; X-UT_RENTON.dwg; X-DR_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL R ERSGEITE D METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' S GRADY WAYLAKE AVE S(LAK-LINE)(GRA-LINE) 2 1 4 22 5 5 RELOCATED TRAFFIC SIGNAL CABINET 1 3 3 2 10 WIRING SCHEDULE RUN NO. CONDUIT SIZE CONDUCTORS REMARKS 1 3" PVC 1 - 48SMFO 2 3" PVC 2 - 12SMFO**REINSTALL 3 EX 3"**1 - 48SMFO**REINSTALL, **SEE SIGNAL PLAN FOR CONDUIT MODIFICATIONS 4 3" PVC 1 - 48SMFO**REINSTALL 14 X RENTON SEGMENT INTERCONNECT PLAN GRA 10+00 TO GRA 14+00 1I1.05 405 M. POWERS X. LIU S. RAHMAN   SEE SIGNAL PLAN 1TS1.04 GENERAL NOTES 1.SEE SIGNAL PLANS 1TS1.04 FOR ADDITIONAL WORK AT THE INTERSECTION. CONSTRUCTION NOTES 1 REMOVE EXISTING JUNCTION BOX REMOVE EXISTING SMALL CABLE VAULT. INSTALL SMALL CABLE VAULT PER WSDOT STANDARD PLAN J-90.21.02. TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. CUT EXISTING 2-12CT FIBER LATERAL CABLES FROM EXISTING FIBER TRUNK AND CUT EXISTING FIBER TRUNK. PULL BACK EXISTING LATERALS INTO SIGNAL CABINET AND PULL BACK EXISTING TRUNK WEST TO NEW TYPE 8 JUNCTION BOX FOR REINSTALLATION. ABANDON EXISTING FIBER EAST TO GRADY/TALBOT. INSTALL TYPE 8 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.30-04. SPLICE FIBERS ACCORDING TO FIBER OPTIC SPLICE DIAGRAM 1I2.03-1I2.07. COIL SLACK FIBERS IN THE VAULT ACCORDING TO QUANTITIES SHOWN IN THE FIBER ROUTE SCHEMATIC ON DRAWING 1I2.01-1I2.02. 2 4 5 10 14 22 SEE SIGNAL PLAN 1TS1.04 4 5 PULL BACK EXISTING 1-48CT FIBER FROM THE EXISTING SPLICE POINT AND REINSTALL THROUGH EXISTING CONDUIT AND NEW INTERCEPTED CONDUIT TO THE EAST TO THE NEW CABLE VAULT AT THE GRADY/LAKE INTERSECTION. 29 29 R-4214405 14+00 15+00 16+00 17+00 18+00 19+00 v vvvC 192305-9043 192305-9096 192305-9032 C C:\pw_workdir\den003\ext_xl080126\d0601389\1 I1.01.dwg | Layout: 1I1.06PLOTTED: Nov 17, 2021-04:04:44pm By xxlXREFS: X-TOPO.dwg; X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-ITS_RENTON.dwg; 18229-SV-ROW.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-ITS_RENTON-EX.dwg; X-RDWY_RENTON.dwg; Cost Estimate Station Limits.dwg; X-PARCEL-INFO.dwg; X-UT_RENTON.dwg; X-DR_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL R ERSGEITE D METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' S GRADY WAY SHATTUCK AVE S(GRA-LINE) 1 4 22 5 2 5 1 17 1 5 3 RELOCATED TRAFFIC SIGNAL CABINET 2 13 WIRING SCHEDULE RUN NO. CONDUIT SIZE CONDUCTORS REMARKS 1 3" PVC 1 - 48SMFO 2 3" PVC 2 - 12SMFO**REINSTALL X RENTON SEGMENT INTERCONNECT PLAN GRA 14+00 TO GRA 19+00 1I1.06 406 M. POWERS X. LIU S. RAHMAN   GENERAL NOTES 1.SEE SIGNAL PLANS 1TS1.05 FOR ADDITIONAL WORK AT THE INTERSECTION. CONSTRUCTION NOTES REMOVE EXISTING SMALL CABLE VAULT. INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. INSTALL SMALL CABLE VAULT PER WSDOT STANDARD PLAN J-90.21.02. TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. CUT EXISTING 2-12CT FIBER LATERAL CABLES FROM EXISTING FIBER TRUNK. PULL BACK EXISTING LATERALS INTO SIGNAL CABINET FOR REINSTALLATION. BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY CORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. SPLICE FIBERS ACCORDING TO FIBER OPTIC SPLICE DIAGRAM 1I2.03-1I2.11. COIL SLACK FIBERS IN THE VAULT ACCORDING TO QUANTITIES SHOWN IN THE FIBER ROUTE SCHEMATIC ON DRAWING 1I2.01-1I2.02. 2 3 4 5 13 17 22 R-4214406 19+00 20+00 21+00 22+00 23+00 24+00 S G R A D Y F F 192305-9070 192305-9023 192305-9070 C C:\pw_workdir\den003\ext_xl080126\d0601389\1 I1.01.dwg | Layout: 1I1.07PLOTTED: Nov 17, 2021-04:04:59pm By xxlXREFS: X-TOPO.dwg; X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-ITS_RENTON.dwg; 18229-SV-ROW.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-ITS_RENTON-EX.dwg; X-RDWY_RENTON.dwg; Cost Estimate Station Limits.dwg; X-PARCEL-INFO.dwg; X-UT_RENTON.dwg; X-DR_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL R ERSGEITE D METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' S GRADY WAY (GRA-LINE) WIRING SCHEDULE RUN NO. CONDUIT SIZE CONDUCTORS REMARKS 1 3" PVC 1 - 48SMFO 1 5 4 23 1 5 X RENTON SEGMENT INTERCONNECT PLAN GRA 19+00 TO GRA 24+00 1I1.07 407 M. POWERS X. LIU S. RAHMAN   CONSTRUCTION NOTES INSTALL SMALL CABLE VAULT PER WSDOT STANDARD PLAN J-90.21.02. TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. 4 5 COIL SLACK FIBER IN THE VAULT ACCORDING TO QUANTITIES SHOWN IN THE FIBER ROUTE SCHEMATIC ON DRAWING 1I2.01-1I2.02. 23 R-4214407 25+27 24+0025+0010+00 11+00 12+00 13+00 14+00 vvvvvv C915460-0005 915460-0010 192305-9 0 2 3 CSSSDC:\pw_workdir\den003\ext_xl080126\d0601389\1 I1.01.dwg | Layout: 1I1.08PLOTTED: Nov 17, 2021-04:05:19pm By xxlXREFS: X-TOPO.dwg; X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-ITS_RENTON.dwg; 18229-SV-ROW.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-ITS_RENTON-EX.dwg; X-RDWY_RENTON.dwg; Cost Estimate Station Limits.dwg; X-PARCEL-INFO.dwg; X-UT_RENTON.dwg; X-DR_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL R ERSGEITE D METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0'S GRADY WAYTALBOT RD S (TAL-B-LINE)(GRA-LINE)1 4 5 22 RELOCATED TRAFFIC SIGNAL CABINET 2 13 3 3 3 2 5 17 WIRING SCHEDULE RUN NO. CONDUIT SIZE CONDUCTORS REMARKS 1 3" PVC 1 - 48SMFO 2 3" PVC 2 - 12SMFO**REINSTALL 3 3'' PVC SDOT 1-288SMFO**REINSTALL BY SEATTLE IT 4 EX. 2"SDOT 1-288SMFO****REMOVE EX. 1-288CT AND REINSTALL BY SEATTLE IT RENTON SEGMENT INTERCONNECT PLAN GRA 24+00 TO TAL-B 14+00 1I1.08 408 M. POWERS X. LIU S. RAHMAN   3 3 6 4 17 17 X GENERAL NOTES 1.SEE SIGNAL PLANS 1TS1.06 FOR ADDITIONAL WORK AT THE INTERSECTION. REMOVE EXISTING SMALL CABLE VAULT. INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. INSTALL SMALL CABLE VAULT PER WSDOT STANDARD PLAN J-90.21.02. TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. INSTALL CONDUIT(S) TO EXISTING JUNCTION BOX. CUT EXISTING 2-12CT FIBER LATERAL CABLES FROM EXISTING FIBER TRUNK. PULL BACK EXISTING LATERALS INTO SIGNAL CABINET FOR REINSTALLATION. BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY CORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. SPLICE FIBERS ACCORDING TO FIBER OPTIC SPLICE DIAGRAM 1I2.03-1I2.11. COIL SLACK FIBERS IN THE VAULT ACCORDING TO QUANTITIES SHOWN IN THE FIBER ROUTE SCHEMATIC ON DRAWING 1I2.01-1I2.02. 2 3 4 5 6 13 17 22 CONSTRUCTION NOTES R-4214408 PBSSSSSSSSSSSSSSSSSSSSSSSSC:\pw_workdir\den003\ext_xl080126\d0601389\1 I1.01.dwg | Layout: 1I1.08APLOTTED: Nov 17, 2021-04:05:35pm By xxlXREFS: X-TOPO.dwg; X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-ITS_RENTON.dwg; 18229-SV-ROW.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-ITS_RENTON-EX.dwg; X-RDWY_RENTON.dwg; Cost Estimate Station Limits.dwg; X-PARCEL-INFO.dwg; X-UT_RENTON.dwg; X-DR_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL R ERSGEITE D METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' TALBOT RD S CONSTRUCTION NOTES PULL BACK EXISTING 1-288CT SDOT FIBER TO EXISTING MANHOLE CABLE VAULT AND REINSTALL TO SOUTH THROUGH EXISTING AND NEW CONDUIT ROUTE BY SEATTLE IT. 28 28 WIRING SCHEDULE RUN NO.CONDUIT SIZE CONDUCTORS REMARKS 4 EX. 2"SDOT 1-288SMFO****REMOVE EX. 1-288CT AND REINSTALL BY SEATTLE IT 4 S 7TH STRENTON SEGMENT INTERCONNECT PLAN TALBOT RD S & S 7TH ST 1I1.08A 409 M. POWERS X. LIU S. RAHMAN   R-4214409 14+00 15+00 16+00 17+00 18+00 192305-9094 202305-9007 192305- 9 0 2 3 S S S S S SS C:\pw_workdir\den003\ext_xl080126\d0601389\1 I1.01.dwg | Layout: 1I1.09PLOTTED: Nov 17, 2021-04:05:56pm By xxlXREFS: X-TOPO.dwg; X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-ITS_RENTON.dwg; 18229-SV-ROW.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-ITS_RENTON-EX.dwg; X-RDWY_RENTON.dwg; Cost Estimate Station Limits.dwg; X-PARCEL-INFO.dwg; X-UT_RENTON.dwg; X-DR_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL R ERSGEITE D METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' TALBOT RD S (TAL-B-LINE) CONSTRUCTION NOTES INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04.3 3 1 3 TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES.5 17 WIRING SCHEDULE RUN NO. CONDUIT SIZE CONDUCTORS REMARKS 1 3'' PVC WSDOT 1-12SMFO*, SDOT 1-288SMFO***REINSTALL, **REINSTALL BY SEATTLE IT 2 2" PVC WSDOT 1-12SMFO**REINSTALL 3 3'' PVC SDOT 1-288SMFO****REINSTALL BY SEATTLE IT X RENTON SEGMENT INTERCONNECT PLAN TAL-B 14+00 TO TAL-B 18+50 1I1.09 410 M. POWERS X. LIU S. RAHMAN   17 3 1 17 2 5 7 INTERCEPT EXISTING CONDUIT AND EXTEND TO NEW JUNCTION BOX.7 BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY BORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. 17 R-4214410 19+00 20+00 21+00 22+00 23+00 202305-9008 192305-9001 723160-0595CS SD SD SD SD SD SD 33+00 34+00 54+00 10+00C:\pw_workdir\den003\ext_xl080126\d0601389\1 I1.01.dwg | Layout: 1I1.10PLOTTED: Nov 17, 2021-04:06:32pm By xxlXREFS: X-TOPO.dwg; X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-LD_RENTON.dwg; X-ITS_RENTON.dwg; 18229-SV-ROW.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-IL_RENTON.dwg; X-ROW_RENTON.dwg; X-ITS_RENTON-EX.dwg; X-RDWY_RENTON.dwg; Cost Estimate Station Limits.dwg; X-PARCEL-INFO.dwg; X-UT_RENTON.dwg; X-DR_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL R ERSGEITE D METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' TALBOT RD S I -405 SB OFF -RAMP (TAL-B-LINE)S RENTON VILLAGE PLWIRING SCHEDULE RUN NO. CONDUIT SIZE CONDUCTORS REMARKS 1 3'' PVC WSDOT 1-12SMFO*,SDOT 1-288SMFO***REINSTALL, **REINSTALL BY SEATTLE IT 2 4'' PVC SDOT 1-288SMFO****REINSTALL BY SEATTLE IT 2'' PVC WSDOT 1-12SMFO**REINSTALL 4'' PVC SPARE 3 EX. 4''SDOT 1-288SMFO****REINSTALL BY SEATTLE IT EX. 2''WSDOT 1-12SMFO**REINSTALL EX. 4''REMOVE EX.1-25R COPPER (CUT) 19 2 7 4 2 3 11 3 X RENTON SEGMENT INTERCONNECT PLAN TAL-B 18+50 TO TAL-B 23+50 1I1.10 411 M. POWERS X. LIU S. RAHMAN   17 17 5 GENERAL NOTES 1.SEE SIGNAL PLANS 1TS1.07 FOR ADDITIONAL WORK AT THE INTERSECTION. CONSTRUCTION NOTES REMOVE EXISTING SMALL CABLE VAULT. INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. INSTALL SMALL CABLE VAULT PER WSDOT STANDARD PLAN J-90.21.02. TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. INTERCEPT EXISTING CONDUIT AND EXTENDED TO NEW JUNCTION BOX. BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY CORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. PULL BACK EXISTING 1-12CT WSDOT FIBER BACK TO EXISTING CABLE VAULT AND REINSTALLATION TO NORTH THROUGH NEW CONDUIT ROUTE. REMOVE EXISTING 1-25PR CUT COPPER CABLE TO THE NORTH. 2 3 4 5 7 17 19 EXISTING TRAFFIC SIGNAL CABINET30 REPLACE EXISTING TRAFFIC SIGNAL CONTROLLER WITH NEW SEPAC M60 CONTROLLER. 30 EXISTING TRAFFIC SIGNAL CABINET 30 TALBOT RD S (TAL-B-LINE)S PUGET DRS 15TH STBENSON RD S (TAL-B-LINE) BENSON RD S S 21ST STEXISTING TRAFFIC SIGNAL CABINET30 R-4214411 43+00 44+00 45+00 46+00 47+00 322305-9299 322305-9053 322305-9237 322305-9299 322305-9040 292305-9151 C:\pw_workdir\den003\ext_xl080126\d0601389\1 I1.10.dwg | Layout: 1I1.17PLOTTED: Nov 17, 2021-04:09:27pm By xxlXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-RDWY_RENTON.dwg; X-EL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-LD_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-ROW.dwg; X-RDWY_KENT.dwg; X-PV_KENT.dwg; X-SN-CHANN_KENT.dwg; X-ITS_KENT.dwg; 18229-SV-BS_Kent.dwg; X-ITS_RENTON.dwg; X-ITS_RENTON-EX.dwg; X-PARCEL-INFO.dwg; Cost Estimate Station Limits.dwg; X-STATION_KENT.dwg; X-EL_KENT.dwg; X-IL_KENT.dwg; X-DR_KENT.dwg; X-LD_KENT.dwg; X-ROW_KENT.dwg; X-SIGNAL_KENT.dwg; X-UT_KENT.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL R ERSGEITE D METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' SE CARR RD 105TH PL SE(CAR-LINE) RENTON SEGMENT INTERCONNECT PLAN CAR 42+50 TO CAR 47+50 1I1.17 412 M. POWERS X. LIU S. RAHMAN   ROUTI N G C H A N G E D 60% TO BE SUBMITTED AT A LATER DATE R-4214412 48+00 49+00 50+00 51+00 52+00 OHPvvv 322305-9063 292305 - 9 1 5 8 C:\pw_workdir\den003\ext_xl080126\d0601389\1 I1.10.dwg | Layout: 1I1.18PLOTTED: Nov 17, 2021-04:09:56pm By xxlXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-RDWY_RENTON.dwg; X-EL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-LD_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-ROW.dwg; X-RDWY_KENT.dwg; X-PV_KENT.dwg; X-SN-CHANN_KENT.dwg; X-ITS_KENT.dwg; 18229-SV-BS_Kent.dwg; X-ITS_RENTON.dwg; X-ITS_RENTON-EX.dwg; X-PARCEL-INFO.dwg; Cost Estimate Station Limits.dwg; X-STATION_KENT.dwg; X-EL_KENT.dwg; X-IL_KENT.dwg; X-DR_KENT.dwg; X-LD_KENT.dwg; X-ROW_KENT.dwg; X-SIGNAL_KENT.dwg; X-UT_KENT.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL R ERSGEITE D METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0'106TH PL SESE CARR RD (CAR-LINE)106TH PL SERENTON SEGMENT INTERCONNECT PLAN CAR 47+50 TO CAR 52+50 1I1.18 413 M. POWERS X. LIU S. RAHMAN   ROUTI N G C H A N G E D 60% TO BE SUBMITTED AT A LATER DATE R-4214413 0+00 1+00 2+00 54+10 53+0054+00OHPOHPOHPOHPOHPvvv 292305-9198 322305-9063322305-9120 C:\pw_workdir\den003\ext_xl080126\d0601389\1 I1.10.dwg | Layout: 1I1.19PLOTTED: Nov 17, 2021-04:10:26pm By xxlXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-RDWY_RENTON.dwg; X-EL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-LD_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-ROW.dwg; X-RDWY_KENT.dwg; X-PV_KENT.dwg; X-SN-CHANN_KENT.dwg; X-ITS_KENT.dwg; 18229-SV-BS_Kent.dwg; X-ITS_RENTON.dwg; X-ITS_RENTON-EX.dwg; X-PARCEL-INFO.dwg; Cost Estimate Station Limits.dwg; X-STATION_KENT.dwg; X-EL_KENT.dwg; X-IL_KENT.dwg; X-DR_KENT.dwg; X-LD_KENT.dwg; X-ROW_KENT.dwg; X-SIGNAL_KENT.dwg; X-UT_KENT.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL R ERSGEITE D METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0'SE CARR RDSE PETROVITSKY RDBENSON DR S (SR 515) 108TH AVE SE (SR 515) (108TH-LINE)(CAR-LINE)8 RENTON SEGMENT INTERCONNECT PLAN CAR 52+50 TO 108TH 4+00 1I1.19 414 M. POWERS X. LIU S. RAHMAN   ROUTI N G C H A N G E D 60% TO BE SUBMITTED AT A LATER DATE R-4214414 13+00 14+00 15+00 16+00 17+00 18+00 OHPOHPOHPOHPv vAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOC322305-9106 074090-0120 074050-0005 074090-0110 322305-9361 322305-9065 OHPOHPAFOCC:\pw_workdir\den003\ext_xl080126\d0601389\1 I1.10.dwg | Layout: 1I1.21PLOTTED: Nov 17, 2021-04:11:19pm By xxlXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-RDWY_RENTON.dwg; X-EL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-LD_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-ROW.dwg; X-RDWY_KENT.dwg; X-PV_KENT.dwg; X-SN-CHANN_KENT.dwg; X-ITS_KENT.dwg; 18229-SV-BS_Kent.dwg; X-ITS_RENTON.dwg; X-ITS_RENTON-EX.dwg; X-PARCEL-INFO.dwg; Cost Estimate Station Limits.dwg; X-STATION_KENT.dwg; X-EL_KENT.dwg; X-IL_KENT.dwg; X-DR_KENT.dwg; X-LD_KENT.dwg; X-ROW_KENT.dwg; X-SIGNAL_KENT.dwg; X-UT_KENT.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL R ERSGEITE D METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0'SE 181ST STSE 180TH ST108TH AVE SE (SR 515) (108TH-LINE) WIRING SCHEDULE RUN NO. CONDUIT SIZE CONDUCTORS REMARKS 1 AERIAL 1 - 48 SMFO 2 3" PVC 1 - 48 SMFO 3 3" PVC 1 - 36 SMFO**PULL BACK INTO VAULT 4 EX. 3"OCCUPIED, 1-36 SMFO****REMOVE 5 EX. 1"1 -12 SMFO 1 15 1 11 22 EXISTING TRAFFIC SIGNAL CABINET 8 PSE POLE #316392 166291 PSE POLE #316363 166291 6 1 26 5 RENTON SEGMENT INTERCONNECT PLAN 108TH 13+00 TO 108TH 18+00 1I1.21 415 M. POWERS X. LIU S. RAHMAN   3 52 4 5 SCALE 1:10 X 16 1 GENERAL NOTES 1.SEE SIGNAL PLANS 1TS1.10A FOR ADDITIONAL WORK AT THE INTERSECTION. CONSTRUCTION NOTES 1 REMOVE EXISTING JUNCTION BOX TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. INSTALL CONDUIT(S) TO EXISTING JUNCTION BOX. SPLICE FIBER TO PRE-TERMINATED PIGTAIL IN THE EXISTING FIBER PATCH PANEL BY CORRESPONDING COLOR/NUMBER. INSTALL SMALL OPEN BOTTOM CABLE VAULT PER DETAILS ON DRAWING 1I2.12. INSTALL ONE 3" PVC CONDUIT RISER ON EXISTING UTILITY POLE. SEE DETAILS ON DRAWING 1I2.14. SEE POLE SCHEDULE ON DRAWING 1I2.15 FOR HEIGHT OF RISER. INSTALL NEW MESSENGER CABLE TO EXISTING UTILITY POLE AT HEIGHT SPECIFIED ON THE POLE SCHEDULE ON DRAWING 1I2.15. ATTACH NEW AERIAL FIBER OPTIC CABLE TO MESSENGER BY LASHING. SEE DETAILS ON DRAWING 1I2.14. SPLICE FIBERS ACCORDING TO FIBER OPTIC SPLICE DIAGRAM 1I2.03-1I2.07. COIL SLACK FIBERS IN THE VAULT ACCORDING TO QUANTITIES SHOWN IN THE FIBER ROUTE SCHEMATIC ON DRAWING 1I2.01-1I2.02. 5 6 8 11 15 16 22 DISCONNECT EXISTING 1-36CT SMFO FROM EXISTING TRAFFIC SIGNAL AND PULL BACK TO NEW SMALL CABLE VAULT THROUGH NEW CONDUIT FOR SPLICING. 26 R-4214415 18+00 19+00 20+00 21+00 22+00 23+00 AFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFO322305-9020 074050-0045 074110-0010 322305-9364 322305-9194 C:\pw_workdir\den003\ext_xl080126\d0601389\1 I1.10.dwg | Layout: 1I1.21APLOTTED: Nov 17, 2021-04:11:45pm By xxlXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-RDWY_RENTON.dwg; X-EL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-LD_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-ROW.dwg; X-RDWY_KENT.dwg; X-PV_KENT.dwg; X-SN-CHANN_KENT.dwg; X-ITS_KENT.dwg; 18229-SV-BS_Kent.dwg; X-ITS_RENTON.dwg; X-ITS_RENTON-EX.dwg; X-PARCEL-INFO.dwg; Cost Estimate Station Limits.dwg; X-STATION_KENT.dwg; X-EL_KENT.dwg; X-IL_KENT.dwg; X-DR_KENT.dwg; X-LD_KENT.dwg; X-ROW_KENT.dwg; X-SIGNAL_KENT.dwg; X-UT_KENT.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL R ERSGEITE D METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0'SE 181ST ST108TH AVE SE (SR 515) (108TH-LINE) 1 PSE POLE MISSING TAG 1 WIRING SCHEDULE RUN NO. CONDUIT SIZE CONDUCTORS REMARKS 1 AERIAL 1 - 48SMFO RENTON SEGMENT INTERCONNECT PLAN 108TH 18+00 TO 108TH 23+00 1I1.21A 416 M. POWERS X. LIU S. RAHMAN   X CONSTRUCTION NOTES INSTALL NEW MESSENGER CABLE TO EXISTING UTILITY POLE AT HEIGHT SPECIFIED ON THE POLE SCHEDULE ON DRAWING 1I2.15. ATTACH NEW AERIAL FIBER OPTIC CABLE TO MESSENGER BY LASHING. SEE DETAILS ON DRAWING 1I2.14. 16 16SE 182ND STR-4214416 23+00 24+00 25+00 26+00 27+00 28+00 AFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFO322305-9256 508970-0780 322305-9070 322305-9082 C:\pw_workdir\den003\ext_xl080126\d0601389\1 I1.10.dwg | Layout: 1I1.21BPLOTTED: Nov 17, 2021-04:12:10pm By xxlXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-RDWY_RENTON.dwg; X-EL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-LD_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-ROW.dwg; X-RDWY_KENT.dwg; X-PV_KENT.dwg; X-SN-CHANN_KENT.dwg; X-ITS_KENT.dwg; 18229-SV-BS_Kent.dwg; X-ITS_RENTON.dwg; X-ITS_RENTON-EX.dwg; X-PARCEL-INFO.dwg; Cost Estimate Station Limits.dwg; X-STATION_KENT.dwg; X-EL_KENT.dwg; X-IL_KENT.dwg; X-DR_KENT.dwg; X-LD_KENT.dwg; X-ROW_KENT.dwg; X-SIGNAL_KENT.dwg; X-UT_KENT.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL R ERSGEITE D METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' 108TH AVE SE (SR 515) (108TH-LINE) 1 PSE POLE #316310 166288 PSE POLE #316278 166288 1 WIRING SCHEDULE RUN NO. CONDUIT SIZE CONDUCTORS REMARKS 1 AERIAL 1 - 48SMFO 1 RENTON SEGMENT INTERCONNECT PLAN 108TH 23+00 TO 108TH 28+00 1I1.21B 417 M. POWERS X. LIU S. RAHMAN   X CONSTRUCTION NOTES INSTALL NEW MESSENGER CABLE TO EXISTING UTILITY POLE AT HEIGHT SPECIFIED ON THE POLE SCHEDULE ON DRAWING 1I2.15. ATTACH NEW AERIAL FIBER OPTIC CABLE TO MESSENGER BY LASHING. SEE DETAILS ON DRAWING 1I2.14. 16 16 16 R-4214417 28+00 29+00 30+00 31+00 32+00 33+00 OHPOHPOHPOHPF F C AFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFO322305-9070 911710-0160 322305-9135 322305-9111 C:\pw_workdir\den003\ext_xl080126\d0601389\1 I1.10.dwg | Layout: 1I1.22PLOTTED: Nov 17, 2021-04:12:36pm By xxlXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-RDWY_RENTON.dwg; X-EL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-LD_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-ROW.dwg; X-RDWY_KENT.dwg; X-PV_KENT.dwg; X-SN-CHANN_KENT.dwg; X-ITS_KENT.dwg; 18229-SV-BS_Kent.dwg; X-ITS_RENTON.dwg; X-ITS_RENTON-EX.dwg; X-PARCEL-INFO.dwg; Cost Estimate Station Limits.dwg; X-STATION_KENT.dwg; X-EL_KENT.dwg; X-IL_KENT.dwg; X-DR_KENT.dwg; X-LD_KENT.dwg; X-ROW_KENT.dwg; X-SIGNAL_KENT.dwg; X-UT_KENT.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL R ERSGEITE D METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' 108TH AVE SE (SR 515)SE 186TH STSE 184TH LN(108TH-LINE)SE 186TH ST1 16 3 4 3 5 2 17 NEW TRAFFIC SIGNAL CABINET PSE POLE #316251 166288 PSE POLE #316221 166288 122 WIRING SCHEDULE RUN NO. CONDUIT SIZE CONDUCTORS REMARKS 1 AERIAL 1 - 48 SMFO 2 3" PVC 1 - 12 SMFO 3 3" PVC 2 - 48 SMFO 1 RENTON SEGMENT INTERCONNECT PLAN 108TH 28+00 TO 108TH 33+00 1I1.22 418 M. POWERS X. LIU S. RAHMAN   X 2 5 3 2 5 1516 GENERAL NOTES 1.SEE SIGNAL PLANS 1TS1.12A FOR ADDITIONAL WORK AT THE INTERSECTION. CONSTRUCTION NOTES INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. INSTALL SMALL CABLE VAULT PER WSDOT STANDARD PLAN J-90.21.02. TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. SPLICE FIBERS TO PRE-TERMINATED PIGTAIL IN THE NEW FIBER PATCH PANEL BY CORRESPONDING COLOR/NUMBER. INSTALL ONE 3" PVC CONDUIT RISER ON EXISTING UTILITY POLE. SEE DETAILS ON DRAWING 1I2.14. SEE POLE SCHEDULE ON DRAWING 1I2.15 FOR HEIGHT OF RISER. INSTALL NEW MESSENGER CABLE TO EXISTING UTILITY POLE AT HEIGHT SPECIFIED ON THE POLE SCHEDULE ON DRAWING 1I2.15. ATTACH NEW AERIAL FIBER OPTIC CABLE TO MESSENGER BY LASHING. SEE DETAILS ON DRAWING 1I2.14. BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY CORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. SPLICE FIBERS ACCORDING TO FIBER OPTIC SPLICE DIAGRAM 1I2.03-1I2.07. COIL SLACK FIBERS IN THE VAULT ACCORDING TO QUANTITIES SHOWN IN THE FIBER ROUTE SCHEMATIC ON DRAWING 1I2.01-1I2.02. 3 4 5 9 15 16 17 22 9 R-4214418 33+00 34+00 35+00 36+00 37+00 38+00 AFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFO322305-9111 322305-9167 322305-9265 911710-0010 662300-0120 662300-0130 662300-0140 662300-0150 322305-9125 322305-9202 290927-0350 322305-9125 C:\pw_workdir\den003\ext_xl080126\d0601389\1 I1.10.dwg | Layout: 1I1.22APLOTTED: Nov 17, 2021-04:13:00pm By xxlXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-RDWY_RENTON.dwg; X-EL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-LD_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-ROW.dwg; X-RDWY_KENT.dwg; X-PV_KENT.dwg; X-SN-CHANN_KENT.dwg; X-ITS_KENT.dwg; 18229-SV-BS_Kent.dwg; X-ITS_RENTON.dwg; X-ITS_RENTON-EX.dwg; X-PARCEL-INFO.dwg; Cost Estimate Station Limits.dwg; X-STATION_KENT.dwg; X-EL_KENT.dwg; X-IL_KENT.dwg; X-DR_KENT.dwg; X-LD_KENT.dwg; X-ROW_KENT.dwg; X-SIGNAL_KENT.dwg; X-UT_KENT.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL R ERSGEITE D METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' 108TH AVE SE (SR 515) (108TH-LINE) PSE POLE #316190 166288 PSE POLE #316211 166288 1 1 1 WIRING SCHEDULE RUN NO. CONDUIT SIZE CONDUCTORS REMARKS 1 AERIAL 1 - 48 SMFO RENTON SEGMENT INTERCONNECT PLAN 108TH 33+00 TO 108TH 38+00 1I1.22A 419 M. POWERS X. LIU S. RAHMAN   X CONSTRUCTION NOTES INSTALL NEW MESSENGER CABLE TO EXISTING UTILITY POLE AT HEIGHT SPECIFIED ON THE POLE SCHEDULE ON DRAWING 1I2.15. ATTACH NEW AERIAL FIBER OPTIC CABLE TO MESSENGER BY LASHING. SEE DETAILS ON DRAWING 1I2.14. 16 16 16 R-4214419 38+00 39+00 40+00 41+00 42+00 43+00 AFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFO563590-0000 290927-0350 322305-9141 290927-0310 322305-9088 322305-9080 662340-0050 662340-0041 C:\pw_workdir\den003\ext_xl080126\d0601389\1 I1.10.dwg | Layout: 1I1.22BPLOTTED: Nov 17, 2021-04:13:25pm By xxlXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-RDWY_RENTON.dwg; X-EL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-LD_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-ROW.dwg; X-RDWY_KENT.dwg; X-PV_KENT.dwg; X-SN-CHANN_KENT.dwg; X-ITS_KENT.dwg; 18229-SV-BS_Kent.dwg; X-ITS_RENTON.dwg; X-ITS_RENTON-EX.dwg; X-PARCEL-INFO.dwg; Cost Estimate Station Limits.dwg; X-STATION_KENT.dwg; X-EL_KENT.dwg; X-IL_KENT.dwg; X-DR_KENT.dwg; X-LD_KENT.dwg; X-ROW_KENT.dwg; X-SIGNAL_KENT.dwg; X-UT_KENT.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL R ERSGEITE D METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' 108TH AVE SE (SR 515) (108TH-LINE)SE 187TH PL1 PSE POLE #316162 166276 PSE POLE #316142 166286 PSE POLE #316119 166285 PSE POLE #316619 16628511 WIRING SCHEDULE RUN NO. CONDUIT SIZE CONDUCTORS REMARKS 1 AERIAL 1 - 48SMFO 1 1 RENTON SEGMENT INTERCONNECT PLAN 108TH 38+00 TO 108TH 43+00 1I1.22B 420 M. POWERS X. LIU S. RAHMAN   X CONSTRUCTION NOTES INSTALL NEW MESSENGER CABLE TO EXISTING UTILITY POLE AT HEIGHT SPECIFIED ON THE POLE SCHEDULE ON DRAWING 1I2.15. ATTACH NEW AERIAL FIBER OPTIC CABLE TO MESSENGER BY LASHING. SEE DETAILS ON DRAWING 1I2.14. 16 16 16 16 16 R-4214420 43+00 44+00 45+00 46+00 47+00 48+00 AFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFO662340-0043 662340-0053 662340-0045 662340-0042 064691-0110 064691-0120 064691-0130 064691-0140 064691-0150 064691-0160 064691-0170 662340-0051 064691-0180 662340-0052 662340-0053 C:\pw_workdir\den003\ext_xl080126\d0601389\1 I1.10.dwg | Layout: 1I1.22CPLOTTED: Nov 17, 2021-04:13:50pm By xxlXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-RDWY_RENTON.dwg; X-EL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-LD_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-ROW.dwg; X-RDWY_KENT.dwg; X-PV_KENT.dwg; X-SN-CHANN_KENT.dwg; X-ITS_KENT.dwg; 18229-SV-BS_Kent.dwg; X-ITS_RENTON.dwg; X-ITS_RENTON-EX.dwg; X-PARCEL-INFO.dwg; Cost Estimate Station Limits.dwg; X-STATION_KENT.dwg; X-EL_KENT.dwg; X-IL_KENT.dwg; X-DR_KENT.dwg; X-LD_KENT.dwg; X-ROW_KENT.dwg; X-SIGNAL_KENT.dwg; X-UT_KENT.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL R ERSGEITE D METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' 108TH AVE SE (SR 515) (108TH-LINE) 1 PSE POLE #316099 166285 1 WIRING SCHEDULE RUN NO. CONDUIT SIZE CONDUCTORS REMARKS 1 AERIAL 1 - 48SMFO PSE POLE #316099 166285 1 RENTON SEGMENT INTERCONNECT PLAN 108TH 43+00 T0 108TH 48+00 1I1.22C 421 M. POWERS X. LIU S. RAHMAN   X CONSTRUCTION NOTES INSTALL NEW MESSENGER CABLE TO EXISTING UTILITY POLE AT HEIGHT SPECIFIED ON THE POLE SCHEDULE ON DRAWING 1I2.15. ATTACH NEW AERIAL FIBER OPTIC CABLE TO MESSENGER BY LASHING. SEE DETAILS ON DRAWING 1I2.14. 16 16 16 SE 190TH STR-4214421 48+00 49+00 50+00 51+00 52+00WATER PER GISAFOAFOAFOAFOAFOAFOAFO AFOAFOAFOAFOAFOAFOAFO662340-0093 662340-0111 662340-0094 662340-0091 322305-9059 662340-0096 662340-0099 662340-0099 C:\pw_workdir\den003\ext_xl080126\d0601389\1 I1.10.dwg | Layout: 1I1.22DPLOTTED: Nov 17, 2021-04:14:27pm By xxlXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-RDWY_RENTON.dwg; X-EL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-LD_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-ROW.dwg; X-RDWY_KENT.dwg; X-PV_KENT.dwg; X-SN-CHANN_KENT.dwg; X-ITS_KENT.dwg; 18229-SV-BS_Kent.dwg; X-ITS_RENTON.dwg; X-ITS_RENTON-EX.dwg; X-PARCEL-INFO.dwg; Cost Estimate Station Limits.dwg; X-STATION_KENT.dwg; X-EL_KENT.dwg; X-IL_KENT.dwg; X-DR_KENT.dwg; X-LD_KENT.dwg; X-ROW_KENT.dwg; X-SIGNAL_KENT.dwg; X-UT_KENT.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL R ERSGEITE D METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' 108TH AVE SE (SR 515) (108TH-LINE) 1 PSE POLE #316070 166284 PSE POLE PSE POLE #316031 16628411 WIRING SCHEDULE RUN NO. CONDUIT SIZE CONDUCTORS REMARKS 1 AERIAL 1 - 48SMFO RENTON SEGMENT INTERCONNECT PLAN 108TH 48+00 TO 108TH 52+00 1I1.22D 422 M. POWERS X. LIU S. RAHMAN   1 X CONSTRUCTION NOTES INSTALL NEW MESSENGER CABLE TO EXISTING UTILITY POLE AT HEIGHT SPECIFIED ON THE POLE SCHEDULE ON DRAWING 1I2.15. ATTACH NEW AERIAL FIBER OPTIC CABLE TO MESSENGER BY LASHING. SEE DETAILS ON DRAWING 1I2.14. 16 16 16 16 24 INSTALL FIBER SNOWSHOES FOR CABLE SLACK STORAGE AS INDICATED ON THE FIBER ROUTE SCHEMATIC ON DRAWING 2I2.01-2I2.03. SEE DETAILS ON DRAWING 1I2.14. 24SE 190TH STR-4214422 52+00 53+00 54+00 55+00 56+00 57+00 F AFOAFOAFOAFOCSE 192ND ST 108TH AVE SE (SR-515)OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHP OHP OHP OHP OHPWATER PER GISWATER PER GISOHPOHPOHP108TH AVE SE (SR-515)AFOAFOAFOAFOAFOAFOAFOAFO322305-9035 662340-0101 662340-0107 662340-0170 662340-0183 F C:\pw_workdir\den003\ext_xl080126\d0601389\1 I1.10.dwg | Layout: 1I1.23PLOTTED: Nov 17, 2021-04:15:04pm By xxlXREFS: X-TOPO.dwg; X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-ROW_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-RDWY_RENTON.dwg; X-EL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-LD_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-ROW.dwg; X-RDWY_KENT.dwg; X-PV_KENT.dwg; X-SN-CHANN_KENT.dwg; X-ITS_KENT.dwg; 18229-SV-BS_Kent.dwg; X-ITS_RENTON.dwg; X-ITS_RENTON-EX.dwg; X-PARCEL-INFO.dwg; Cost Estimate Station Limits.dwg; X-STATION_KENT.dwg; X-EL_KENT.dwg; X-IL_KENT.dwg; X-DR_KENT.dwg; X-LD_KENT.dwg; X-ROW_KENT.dwg; X-SIGNAL_KENT.dwg; X-UT_KENT.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL R ERSGEITE D METRO PROJECT ENGINEER 20'40' SCALE: 1" = 20' 0' 108TH AVE SE (SR 515) (108TH-LINE)SE 192ND ST1 PSE POLE #316029 166284 PSE POLE #316019 166284 1 WIRING SCHEDULE RUN NO. CONDUIT SIZE CONDUCTORS REMARKS 1 AERIAL 1 - 48SMFO CITY OF KENT CITY OF RENTON SEE VOLUME 2 SEE SHEET 2I1.01 RENTON SEGMENT INTERCONNECT PLAN 108TH 52+00 TO 108TH 57+00 1I1.23 423 M. POWERS X. LIU S. RAHMAN   X CONSTRUCTION NOTES INSTALL NEW MESSENGER CABLE TO EXISTING UTILITY POLE AT HEIGHT SPECIFIED ON THE POLE SCHEDULE ON DRAWING 1I2.15. ATTACH NEW AERIAL FIBER OPTIC CABLE TO MESSENGER BY LASHING. SEE DETAILS ON DRAWING 1I2.14. 16 16 16 R-4214423 C:\pw_workdir\den003\ext_xl080126\d0601389\1 I2.01.dwg | Layout: 1I2.01PLOTTED: Nov 16, 2021-01:58:35pm By xxlXREFS: KCMTD-BORDER_2020.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL R ERSGEITE D METRO PROJECT ENGINEER RENTON SEGMENT FIBER SCHEMATIC   1I2.01 424 M. POWERS X. LIU S. RAHMAN   EX. 48CT S GRADY WAY TO RAINIER AVE S TO LOGAN AVE S EX. 48CT MORRIS AVE SSHATTUCK AVE SEX. 12CTLAKE AVE SRELOCATED TRAFFIC SIGNAL CABINET SMALL CABLE VAULT 100' 1I1.05 SMALL CABLE VAULT 100'100' RELOCATED TRAFFIC SIGNAL CABINET 1I1.06 SMALL CABLE VAULT 1I1.03 12CTNEW TRAFFIC SIGNAL CABINET SHATTUCK AVE S1I1.02 12CTNEW TRAFFIC SIGNAL CABINET TALBOT RD SEX. 48CT SMALL CABLE VAULT 100' RELOCATED TRAFFIC SIGNAL CABINET 1I1.08 SMALL CABLE VAULT S 2ND ST FTPLOWER COMPARTMENT LOWER COMPARTMENT LOWER COMPARTMENT UPPER COMPARTMENT UPPER COMPARTMENT UPPER COMPARTMENTFTP EX. 12CTEX. 12CTEX. 12CTEX. 12CTEX. 12CT48CT 48CT S1 S2 S3 S4 S5 NEW UNDERGROUND SINGLE MODE FIBER OPTIC CABLE EXISTING UNDERGROUND SINGLE MODE FIBER OPTIC CABLE FIBER SPLICES FIBER TERMINATION PANEL 12 PORT SINGLE PANEL HOUSING WITH SC CONNECTORS EXISTING FIBER TERMINATION PANEL FIBER SLACK NEW ETHERNET SWITCH EXISTING SWITCH LEGEND FTP FTP-SC SWITCH SWITCH 100'100' FTP-SC SWITCH FTP-SC SWITCH 48CT SMALL CABLE VAULT 1I1.07 100' SWITCH FTP FTP SWITCH FTP FTP SWITCH R-4214424 C:\pw_workdir\den003\ext_xl080126\d0601389\1 I2.01.dwg | Layout: 1I2.02PLOTTED: Nov 16, 2021-01:58:40pm By xxlXREFS: KCMTD-BORDER_2020.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL R ERSGEITE D METRO PROJECT ENGINEER RENTON SEGMENT FIBER SCHEMATIC   1I2.02 425 M. POWERS X. LIU S. RAHMAN   SE 186TH ST SE 180TH ST 1I1.21 AFO108TH AVE SESMALL CABLE VAULT 100' 100' NEW TRAFFIC SIGNAL CABINET 1I1.22 AFOTO NORTH SE 192TH STAFO12CT 100' 48CT 48CT SEE KENT SEGMENT 100' EX. 36CT EX. TRAFFIC SIGNAL CABINET 12CT SMALL CABLE VAULTFTP FTP-SCS8 S9 NEW AERIAL SINGLE MODE FIBER OPTIC CABLE NEW UNDERGROUND SINGLE MODE FIBER OPTIC CABLE EXISTING UNDERGROUND SINGLE MODE FIBER OPTIC CABLE FIBER SPLICES FIBER TERMINATION PANEL 12 PORT SINGLE PANEL HOUSING WITH SC CONNECTORS EXISTING FIBER TERMINATION PANEL FIBER SLACK NEW ETHERNET SWITCH EXISTING SWITCH LEGEND AFO FTP FTP-SC SWITCH SWITCH FIBER PATCH CORD CROSS CONNECTION CITY OF RENTON CONTROLLER CABINETS FIBER PANEL FIBER PORT FIBER PANEL FIBER PORT INTENTION FTP 1 SWITCH 1 CITY OF RENTON SIGNAL INTERCONNECT FTP 2 SWITCH 1 CITY OF RENTON SIGNAL INTERCONNECT SWITCH 2 FTP 11 CITY OF RENTON SIGNAL INTERCONNECT SWITCH 2 FTP 12 CITY OF RENTON SIGNAL INTERCONNECT FTP 3 FTP 7 SPARE FTP 4 FTP 8 SPARE FTP 5 FTP 9 SPARE FTP 6 FTP 10 SPARESWITCHSWITCH100' R-4214425 C:\pw_workdir\den003\ext_xl080126\d0601389\1 I2.01.dwg | Layout: 1I2.03PLOTTED: Nov 16, 2021-01:58:45pm By xxlXREFS: KCMTD-BORDER_2020.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL R ERSGEITE D METRO PROJECT ENGINEER RENTON SEGMENT FIBER OPTIC SPLICE DIAGRAM   1I2.03 426 M. POWERS X. LIU S. RAHMAN   LOCATION S 2ND ST & MORRIS AVE S INTERSECTION 1.SEE DRAWING 1 I2.02 FOR FIBER PATCHING. 2.FULL TUBE SPLICES SHALL SPLICE FIBERS TO MATCHING INTERNAL COLORS/NUMBERS. GENERAL NOTES BLUE ORANGE GREEN BROWN S 2ND ST BLUE ORANGE GREEN BROWN S 2ND ST 1 2 3 4 5 6 7 8 9 10 11 12 VIOLET YELLOW AQUA ROSE BLACK WHITE SLATE BROWN GREEN ORANGE RED BLUE 123456789101112VIOLETYELLOWAQUAROSEBLACKWHITESLATEBROWNGREENORANGEREDBLUE12CT1 2 3 4 5 6 7 8 9 10 11 12 VIOLET YELLOW AQUA ROSE BLACK WHITE SLATE BROWN GREEN ORANGE RED BLUEBLUE EX. 48 SMFO EX. 48 SMFO BLUE BLUE 12CT DROP CABLE TO NEW TRAFFIC SIGNAL CABINET LEGEND EXISTING FIBER NEW FIBER EXISTING SPLICE NEW SPLICE FULL TUBE SPLICE (SPLICE EACH STRAND TO THE CORRESPONDING COLOR) S2 R-4214426 C:\pw_workdir\den003\ext_xl080126\d0601389\1 I2.01.dwg | Layout: 1I2.04PLOTTED: Nov 16, 2021-01:58:50pm By xxlXREFS: KCMTD-BORDER_2020.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL R ERSGEITE D METRO PROJECT ENGINEER RENTON SEGMENT FIBER OPTIC SPLICE DIAGRAM   1I2.04 427 M. POWERS X. LIU S. RAHMAN  123456789101112VIOLETYELLOWAQUAROSEBLACKWHITESLATEBROWNGREENORANGEREDBLUE12CTBLUE12CT DROP CABLE TO TRAFFIC SIGNAL CABINETS1 LOCATION S 2ND ST & SHATTUCK AVE S INTERSECTION 1.SEE DRAWING 1I2.02 FOR FIBER PATCHING. 2.FULL TUBE SPLICES SHALL SPLICE FIBERS TO MATCHING INTERNAL COLORS/NUMBERS. GENERAL NOTES LEGEND EXISTING FIBER NEW FIBER EXISTING SPLICE NEW SPLICE BLUE ORANGE GREEN BROWN S 2ND ST 1 2 3 4 5 6 7 8 9 10 11 12 VIOLET YELLOW AQUA ROSE BLACK WHITE SLATE BROWN GREEN ORANGE RED BLUE EX. 48 SMFO BLUE R-4214427 C:\pw_workdir\den003\ext_xl080126\d0601389\1 I2.01.dwg | Layout: 1I2.05PLOTTED: Nov 16, 2021-01:58:55pm By xxlXREFS: KCMTD-BORDER_2020.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL R ERSGEITE D METRO PROJECT ENGINEER RENTON SEGMENT FIBER OPTIC SPLICE DIAGRAM   1I2.05 428 M. POWERS X. LIU S. RAHMAN  BLUE1 2 3 4 5 6 7 8 9 10 11 12 VIOLET YELLOW AQUA ROSE BLACK WHITE SLATE BROWN GREEN ORANGE RED BLUE RED7 BLACK YELLOW VIOLET AQUA ROSE11 10 9 8 12 GREEN BROWN SLATE WHITE ORANGE BLUE1 6 5 4 3 2 RED BLACK YELLOW VIOLET AQUA ROSE GREEN BROWN SLATE WHITE ORANGE BLUE37 38 39 40 41 42 43 44 45 46 47 48 VIOLET YELLOW AQUA ROSE BLACK WHITE SLATE BROWN GREEN ORANGE RED BLUE37 38 39 40 41 42 43 44 45 46 47 48 BROWN GREEN ORANGE BLUE BROWN GREEN ORANGE BLUE EX. 12CT DROP CABLE TO UPPER COMPARTMENT OF DDP CABINET EX. 12CT DROP CABLE TO LOWER COMPARTMENT OF DDP CABINET S GRADY WAYS GRADY WAY EX. 48 SMFO 48 SMFO BLUE BROWN BLUE BROWNEX. 12CTEX. 12CTBLUE123456789101112VIOLETYELLOWAQUAROSEBLACKWHITESLATEBROWNGREENORANGEREDBLUE123456789101112VIOLETYELLOWAQUAROSEBLACKWHITESLATEBROWNGREENORANGEREDBLUES3 LOCATION S GRADY WAY & LAKE AVE S INTERSECTION 1.SEE DRAWING 1I2.02 FOR FIBER PATCHING. 2.FULL TUBE SPLICES SHALL SPLICE FIBERS TO MATCHING INTERNAL COLORS/NUMBERS. GENERAL NOTES LEGEND EXISTING FIBER NEW FIBER EXISTING SPLICE NEW SPLICE FULL TUBE SPLICE (SPLICE EACH STRAND TO THE CORRESPONDING COLOR) R-4214428 C:\pw_workdir\den003\ext_xl080126\d0601389\1 I2.01.dwg | Layout: 1I2.06PLOTTED: Nov 16, 2021-01:59:00pm By xxlXREFS: KCMTD-BORDER_2020.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL R ERSGEITE D METRO PROJECT ENGINEER RENTON SEGMENT FIBER OPTIC SPLICE DIAGRAM   1I2.06 429 M. POWERS X. LIU S. RAHMAN   1 2 3 4 5 6 7 8 9 10 11 12 VIOLET YELLOW AQUA ROSE BLACK WHITE SLATE BROWN GREEN ORANGE RED BLUE VIOLET YELLOW AQUA ROSE BLACK WHITE SLATE BROWN GREEN ORANGE RED BLUE37 38 39 40 41 42 43 44 45 46 47 48 BROWN GREEN ORANGE BLUE BROWN GREEN ORANGE BLUE EX. 12CT DROP CABLE TO UPPER COMPARTMENT OF DDP CABINET EX. 12CT DROP CABLE TO LOWER COMPARTMENT OF DDP CABINET S GRADY WAYS GRADY WAY 48 SMFO 48 SMFO BLUE BROWN BLUE BROWNBLUEEX. 12CTEX. 12CTBLUE123456789101112VIOLETYELLOWAQUAROSEBLACKWHITESLATEBROWNGREENORANGEREDBLUE123456789101112VIOLETYELLOWAQUAROSEBLACKWHITESLATEBROWNGREENORANGEREDBLUES4 LOCATION S GRADY WAY & SHATTUCK AVE S INTERSECTION 1.SEE DRAWING 1I2.02 FOR FIBER PATCHING. 2.FULL TUBE SPLICES SHALL SPLICE FIBERS TO MATCHING INTERNAL COLORS/NUMBERS. GENERAL NOTES LEGEND EXISTING FIBER NEW FIBER EXISTING SPLICE NEW SPLICE 1 2 3 4 5 6 7 8 9 10 11 12 VIOLET YELLOW AQUA ROSE BLACK WHITE SLATE BROWN GREEN ORANGE RED BLUE VIOLET YELLOW AQUA ROSE BLACK WHITE SLATE BROWN GREEN ORANGE RED BLUE37 38 39 40 41 42 43 44 45 46 47 48 R-4214429 C:\pw_workdir\den003\ext_xl080126\d0601389\1 I2.01.dwg | Layout: 1I2.07PLOTTED: Nov 16, 2021-01:59:05pm By xxlXREFS: KCMTD-BORDER_2020.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL R ERSGEITE D METRO PROJECT ENGINEER RENTON SEGMENT FIBER OPTIC SPLICE DIAGRAM   1I2.07 430 M. POWERS X. LIU S. RAHMAN   1 2 3 4 5 6 7 8 9 10 11 12 VIOLET YELLOW AQUA ROSE BLACK WHITE SLATE BROWN GREEN ORANGE RED BLUE VIOLET YELLOW AQUA ROSE BLACK WHITE SLATE BROWN GREEN ORANGE RED BLUE37 38 39 40 41 42 43 44 45 46 47 48 BROWN GREEN ORANGE BLUE EX. 12CT DROP CABLE TO UPPER COMPARTMENT OF DDP CABINET EX. 12CT DROP CABLE TO LOWER COMPARTMENT OF DDP CABINET S GRADY WAY BLUE BROWN 48 SMFO BLUEEX. 12CTEX. 12CTBLUE123456789101112VIOLETYELLOWAQUAROSEBLACKWHITESLATEBROWNGREENORANGEREDBLUE123456789101112VIOLETYELLOWAQUAROSEBLACKWHITESLATEBROWNGREENORANGEREDBLUES5 LOCATION S GRADY WAY & TALBOT RD S INTERSECTION 1.SEE DRAWING 1I2.02 FOR FIBER PATCHING. 2.FULL TUBE SPLICES SHALL SPLICE FIBERS TO MATCHING INTERNAL COLORS/NUMBERS. GENERAL NOTES LEGEND EXISTING FIBER NEW FIBER EXISTING SPLICE NEW SPLICE R-4214430 C:\pw_workdir\den003\ext_xl080126\d0601389\1 I2.01.dwg | Layout: 1I2.08PLOTTED: Nov 16, 2021-01:59:10pm By xxlXREFS: KCMTD-BORDER_2020.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL R ERSGEITE D METRO PROJECT ENGINEER RENTON SEGMENT FIBER OPTIC SPLICE DIAGRAM   1I2.08 431 M. POWERS X. LIU S. RAHMAN   ROUTI N G C H A N G E D R-4214431 C:\pw_workdir\den003\ext_xl080126\d0601389\1 I2.01.dwg | Layout: 1I2.09PLOTTED: Nov 16, 2021-01:59:15pm By xxlXREFS: KCMTD-BORDER_2020.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL R ERSGEITE D METRO PROJECT ENGINEER RENTON SEGMENT FIBER OPTIC SPLICE DIAGRAM   1I2.09 432 M. POWERS X. LIU S. RAHMAN   ROUTI N G C H A N G E D R-4214432 C:\pw_workdir\den003\ext_xl080126\d0601389\1 I2.01.dwg | Layout: 1I2.10PLOTTED: Nov 16, 2021-01:59:20pm By xxlXREFS: KCMTD-BORDER_2020.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL R ERSGEITE D METRO PROJECT ENGINEER RENTON SEGMENT FIBER OPTIC SPLICE DIAGRAM   1I2.10 433 M. POWERS X. LIU S. RAHMAN   BLUE ORANGE GREEN BROWN 108TH AVE SE BLUE ORANGE GREEN 108TH AVE SE 1 2 3 4 5 6 7 8 9 10 11 12 VIOLET YELLOW AQUA ROSE BLACK WHITE SLATE BROWN GREEN ORANGE RED BLUE 12CT1 2 3 4 5 6 7 8 9 10 11 12 VIOLET YELLOW AQUA ROSE BLACK WHITE SLATE BROWN GREEN ORANGE RED BLUEBLUE12CT DROP CABLE TO TRAFFIC SIGNAL CABINET 48 SMFOEX. 36 SMFO BLUE BLUE123456789101112VIOLETYELLOWAQUAROSEBLACKWHITESLATEBROWNGREENORANGEREDBLUES8 LOCATION 108TH AVE SE & SE 180TH ST INTERSECTION 1.SEE DRAWING 1I2.02 FOR FIBER PATCHING. 2.FULL TUBE SPLICES SHALL SPLICE FIBERS TO MATCHING INTERNAL COLORS/NUMBERS. GENERAL NOTES LEGEND EXISTING FIBER NEW FIBER EXISTING SPLICE NEW SPLICE FULL TUBE SPLICE (SPLICE EACH STRAND TO THE CORRESPONDING COLOR) R-4214433 C:\pw_workdir\den003\ext_xl080126\d0601389\1 I2.01.dwg | Layout: 1I2.11PLOTTED: Nov 16, 2021-01:59:25pm By xxlXREFS: KCMTD-BORDER_2020.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL R ERSGEITE D METRO PROJECT ENGINEER RENTON SEGMENT FIBER OPTIC SPLICE DIAGRAM   1I2.11 434 M. POWERS X. LIU S. RAHMAN   BLUE ORANGE GREEN BROWN 108TH AVE SE BLUE ORANGE GREEN BROWN 108TH AVE SE 1 2 3 4 5 6 7 8 9 10 11 12 VIOLET YELLOW AQUA ROSE BLACK WHITE SLATE BROWN GREEN ORANGE RED BLUE 123456789101112VIOLETYELLOWAQUAROSEBLACKWHITESLATEBROWNGREENORANGEREDBLUE12CTBLUE12CT DROP CABLE TO TRAFFIC SIGNAL CABINET 48 SMFO 48 SMFO BLUE S9 LOCATION 108TH AVE SE & SE 186TH ST INTERSECTION 1.SEE DRAWING 1I2.02 FOR FIBER PATCHING. 2.FULL TUBE SPLICES SHALL SPLICE FIBERS TO MATCHING INTERNAL COLORS/NUMBERS. GENERAL NOTES LEGEND EXISTING FIBER NEW FIBER EXISTING SPLICE NEW SPLICE FULL TUBE SPLICE (SPLICE EACH STRAND TO THE CORRESPONDING COLOR) R-4214434 C:\pw_workdir\den003\ext_xl080126\d0601389\1 I2.01.dwg | Layout: 1I2.12PLOTTED: Nov 16, 2021-01:59:30pm By xxlXREFS: KCMTD-BORDER_2020.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL R ERSGEITE D METRO PROJECT ENGINEER RENTON SEGMENT COMMUNICATION VAULT DETAILS 1I2.12 435 M. POWERS X. LIU S. RAHMAN   PLAN VIEW END VIEWSECTION A-A A A No. 25P GALVANIZE DIAMOND PLATE DOORS W/LOCKING BOLTS 1'-9 14" CLEAR OPENING1'-11 58" DOORS O.D.2'-3 12"BOLT DOWN LOCKING (2) - 12"Ø HEX BOLTS 4'-87 8" CLEAR OPENING 4'-1114" DOORS O.D. 5'-3" 58"Ø INSERT W/HEX BOLT (2 EACH SIDE) 112"Ø LIFT HOLE (1 EACH SIDE) 2'-4" 2" FULL LENGTH 10' WIDE KNOCKOUT IN FLOOR FOR INTERCEPTS 4'-0" LONG GALVANIZED "C" CHANNEL (1 EACH SIDE) 1'-514" 312" ADJUSTMENT 2'-712"2'-6"112" FIELD GROUT 1'-1012"512" 2" 83 4"10"834" 3 4" 512"x10" BLOCKOUT (1 EACH END) CONDUIT FOR FIBER WITH 48" OR GREATER BEND RADIUS - DEPTH VARIES TRIM EXISTING CONDUIT TO WITHIN 2" OF BOTTOM AND/OR SIDE OF NEW 25-TA VAULT AND INSTALL BELL END TO TRIMMED CONDUIT 6" GRAVEL BED2" MIN. (TYP) SCALE: 25-TA COMMUNICATION VAULT DETAIL NTS 1 SCALE: JUNCTION BOX CONVERSION DETAIL NTS 2 TO BOTTOMLESS 25-TA VAULT CONDUIT FOR FIBER WITH 48" OR GREATER BEND RADIUS - DEPTH VARIES TRIM EXISTING CONDUIT TO WITHIN 2" OF BOTTOM AND/OR SIDE OF NEW 25-TA VAULT AND INSTALL BELL END TO TRIMMED CONDUIT EXISTING JUNCTION BOX 2" 2" 25-TA VAULT R-4214435 C:\pw_workdir\den003\ext_xl080126\d0601389\1 I2.01.dwg | Layout: 1I2.13PLOTTED: Nov 16, 2021-01:59:35pm By xxlXREFS: KCMTD-BORDER_2020.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL R ERSGEITE D METRO PROJECT ENGINEER RENTON SEGMENT JUNCTION BOX DETAILS 1I2.13 436 M. POWERS X. LIU S. RAHMAN   VARIES REMOVE EXISTING JUNCTION BOX AS CALLED OUT IN PLANS RECONFIGURE EXISTING CONDUITS MODIFY NEW OR EMPTY CONDUIT TO HAVE 48" OR GREATER BEND RADIUS FOR FIBER. NOTES 1.DIMENSIONS SHOWN ARE NOMINAL. EXACT DIMENSIONS MAY VARY AMONG DIFFERENT MANUFACTURERS. 2.THE MINIMUM THICKNESS OF LIDS SHALL BE 3 8" THICK STEEL FOR TYPE 1 AND TYPE 2 BOXES AND 12" THICK STEEL FOR TYPE 8 BOXES. THE DIAMOND PATTERN SHALL BE A MINIMUM OF 28% MINIMUM OF OVERALL THICKNESS. JUNCTION BOXES INSTALLED IN SIDEWALK, WALKWAYS, AND SHARED-USE PATHS SHALL HAVE A SLIP-RESISTANT COATING ON THE LID AND LIP COVER PLATE AND SHALL BE INSTALLED WITH THE SURFACE FLUSH WITH AND MATCHED TO THE GRADE OF THE SIDEWALK, WALKWAY, OR SHARED-USE PATH. 3.LID SUPPORT MEMBERS SHALL BE 316" MIN. THICK STEEL C, L OR T SHAPE WELDED TO THE FRAME. 4.WHEN SPECIFIED IN THE CONTRACT, TYPE 2 AND TYPE 8 BOXES SHALL BE PROVIDED WITH 12" DEEP EXTENSION BOXES. 5.A 14" NC X 3 4" STAINLESS STEEL GROUND STUD WITH S. S. NUT SHALL BE WELDED TO THE BOTTOM OF THE LID. EQUIPMENT BONDING JUMPER SHALL BE #8 AWG MIN. X 4' OF TINNED BRAIDED COPPER. 6.SEE THE STANDARD SPECIFICATIONS FOR ALTERNATIVE USE OF REINFORCEMENT. 7.WHEN REPLACING AN EXISTING JUNCTION BOX, THE END OF EACH EXISTING EMPTY CONDUIT FOR NEW FIBER OPTIC CABLE INSTALLATION SHALL BE CUT BACK AND REPLACED WITH A 45° FACTORY BEND WITH A MINIMUM 48" BENDING RADIUS. TRIM ALL EXISTING CONDUITS TO WITHIN 2" OF BOTTOM OR SIDE OF THE NEW JUNCTION BOX. 8.THE TYPE 8 LIDS SHALL BE GALVANIZED AND BOTH LIDS SHALL BE BONDED. HINGES SHALL ALLOW THE LID TO OPEN 180°' 9.ALL CONDUIT SHALL HAVE BELL ENDS. 10.BOLTS AND NUTS SHALL BE LIBERALLY COATED WITH ANTI-SEIZE COMPOUND. INCIDENTAL VEHICLE TRAFFIC PAVED AREA 2" (TYP) 2" MIN (TYP) 48" OR GREATER BEND RADIUS NEW OR EMPTY CONDUIT FOR FIBER VARIES 1" NOMINAL INCIDENTAL VEHICLE TRAFFIC PAVED AREA 6" CSTC 2"(TYP)2"(TYP) 2" REPLACE WITH NEW JUNCTION BOX OR VAULT AS CALLED OUT IN THE PLANS 2" MAX 2" (TYP) VARIES 2" MAX 33" (TYP) 42" (TYP)1" NOMINAL 6" CSTC 3" 48" OR GREATER BEND RADIUS NEW OR EMPTY CONDUIT FOR FIBER 2" MIN (TYP) 3" (TYP) SCALE: REPLACEMENT AND RECONFIGURATION DETAIL NTS 1 SCALE: TYPE 8 JUNCTION BOX INSTALLATION DETAIL NTS 3 SCALE: TYPE 2 JUNCTION BOX INSTALLATION DETAIL NTS 2 R-4214436 C:\pw_workdir\den003\ext_xl080126\d0601389\1 I2.01.dwg | Layout: 1I2.14PLOTTED: Nov 16, 2021-01:59:40pm By xxlXREFS: KCMTD-BORDER_2020.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL R ERSGEITE D METRO PROJECT ENGINEER RENTON SEGMENT FIBER OPTIC INSTALLATION DETAILS 1I2.14 437 M. POWERS X. LIU S. RAHMAN   JUNCTION GROUND 50' EXISTING UTILITY POLE GROUND TO JUNCTION BOX OR CONTROLLER CABINET COUPLING (TYP.) 2" CONDUIT RISER RUBBER CAP STANDOFF BRACKET (WITH THROUGH BOLT) (TYP.) EXISTING WOOD UTILITY POLE CABLE STORAGE RACK (WHERE REQUIRED) (SEE DETAIL BELOW) ADJUSTABLE DEADEND CLEVIS ASSEMBLY FOR GUYING 10' (TYP.)8' MIN. 24"-36" 6" FIBER OPTIC CABLE COILED IN BOX 7" MIN. CLEARANCE NEW OR EXISTING CONDUIT 5' MIN.FIBER OPTIC CABLE MESSENGER FIBER OPTIC CABLE MESSENGER TO POLE CABLE CABLE SPIRAL PER FOOT COUNTERCLOCKWISE. FIBER OPTIC CABLES WITH OR WITHOUT OTHER CABLES AERIAL SPLICE BRACKET AERIAL SPLICE BRACKET PER FOOT CLOCKWISE AND ONE 360° LASHING WIRE WITH ONE 360° SPIRAL ALUMINUM WRAPPING TAPE BOX SCALE: RISER DETAIL NTS 1 SCALE: TYPICAL STRAND STORAGE DETAIL NTS 2 FOR FIBER OPTIC CABLES SCALE: FIBER OPTIC INSTALLATION DETAIL NTS 5NOTES 1.BRACKET RADIUS SHALL BE LARGER THAN CABLE MANUFACTURERS MINIMUM BEND RADIUS FOR LONG ERM STORAGE OF LARGEST CABLE DIAMETER. 2.ALL FIBER TRUNK CABLE SHALL BE DOUBLE LASHED. DROP CABLE MAY BE SINGLE LASHED. SCALE: AERIAL SLACK BRACKET DETAIL NTS 3 SCALE: TYPICAL CABLE LASHING DETAIL NTS 4 DOUBLE LASHING 24" OR GREATER BEND RADIUS R-4214437 C:\pw_workdir\den003\ext_xl080126\d0601389\1 I2.01.dwg | Layout: 1I2.15PLOTTED: Nov 16, 2021-01:59:45pm By xxlXREFS: KCMTD-BORDER_2020.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL R ERSGEITE D METRO PROJECT ENGINEER RENTON SEGMENT POLE SCHEDULE TABLE   1I2.15 438 M. POWERS X. LIU S. RAHMAN   PSE POLE #PROPOSED RISER HEIGHT (FT) PROPOSED MESSENGER CABLE ATTACHMENT HEIGHT (FT) 316392 166291 TBD TBD 316363 166291 TBD TBD *TBD TBD 316310 166288 TBD TBD 316278 166288 TBD TBD 316251 166288 TBD TBD 316221 166288 TBD TBD 316211 166288 TBD TBD 316190 166288 TBD TBD 316162 166276 TBD TBD 316142 166286 TBD TBD 316119 166285 TBD TBD 316619 166285 TBD TBD 316099 166285 TBD TBD 316099 166285 TBD TBD 316070 166284 TBD TBD *TBD TBD 316031 166284 TBD TBD 316019 166284 TBD TBD 316029 166284 TBD TBD POLE SCHEDULE: PROPOSED ATTACHMENT HEIGHTS FOR AERIAL FIBER OPTIC INSTALLATION NOTES 1.AERIAL INSTALLATION OF FIBER OPTIC CABLE SHALL BE COMPLETED IN ACCORDANCE WITH NESC STANDARDS FOR AERIAL INSTALLATION OF COMMUNICATION CABLES. *MISSING TAG R-4214438 C:\pw_workdir\den003\jeg_ex-sahad\d0601389\1 L1.01.dwg | Layout: 1L1.N1PLOTTED: Nov 05, 2021-11:55:38am By dxsXREFS: X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-LD_RENTON.dwg; X-DR_RENTON.dwg; X-ROW_RENTON.dwg; X-RDWY_RENTON.dwg; X-IL_RENTON_BASE.dwg; X-PARCEL-INFO.dwg; X-IL_RENTON.dwg; 18229-SV-ROW.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER R ERSGEITE D LEGEND: ROADWAY LUMINAIRE AND POLE PEDESTRIAN LUMINAIRE AND POLE CONDUIT NEWEXISTING JUNCTION BOX RENTON SEGMENT ILLUMINATION GENERAL NOTES, CONSTRUCTION NOTES AND LEGEND 1L1.N1 X. CHEN W. DING X. ZHANG   SERVICE CABINET INSTALL NEW STREET LIGHT POLE AND FOUNDATION WITH NEW LED FIXTURE PER CITY OF RENTON STANDARD PLAN 117.1. 1 2 INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. 3 REPLACE EXISTING LUMINAIRE ON THE EXISTING POLE. 4 INSTALL TYPE 8 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.30-04.5 6 SERVICE CABINET. SEE SIGNAL DRAWINGS FOR DETAILS. REMOVE EXISTING STREET LIGHT POLE, FOUNDATION, BRACKET ARM, LUMINAIRE AND ASSOCIATED WIRING. 7 INSTALL NEW STREET LIGHT POLE AND FOUNDATION WITH STREET AND PEDESTRIAN COMBO LIGHT PER CITY OF RENTON STANDARD PLAN 117.1. CONSTRUCTION NOTES 8 INSTALL PEDESTRIAN SCALE LUMINAIRE POLE AND FOUNDATION WITH NEW LED FIXTURE PER CITY OF RENTON STANDARD PLAN 117.2. 9 INSTALL NEW CONDUITS INTO EXISTING JUNCTION BOX. 10 SPLICE NEW LIGHTING CONDUCTORS WITH EXISTING LIGHTING CONDUCTORS IN EXISTING JUNCTION BOX. GENERAL NOTES 1.ALL TRANSPORTATION INFRASTRUCTURE FEATURES ARE TO BE MAINTAINED ON LEVEL GRADE IF THE SURFACE LEVEL FROM CONSTRUCTION IS CHANGED (I. E. JUNCTION BOXES, LUMINAIRE POLES, TRAFFIC SIGNAL POLES, SIGN POSTS). 2.ALL OTHER TRANSPORTATION INFRASTRUCTURE SHALL BE PROVIDED TO BE ON LEVEL GRADE ONCE CONSTRUCTION IS COMPLETE. 3.ALL EXISTING OR PROPOSED TRANSPORTATION FEATURES WITHIN THE PROJECT CONSTRUCTION LIMITS SHALL MEET CURRENT ADA STANDARDS (I. E. JUNCTION BOXES SHALL HAVE NON- SKID LIDS). 4.ALL TRANSPORTATION ASSETS THAT ARE TO BE REMOVED AND THEN REINSTALLED AT A LATER DATE DURING CONSTRUCTION SHALL BE RE - INSTALLED TO CURRENT STANDARDS. 5.SIGNAL POLE, LUMINAIRE, AND CABINET FOUNDATIONS SHALL BE CLASS 4000P CONCRETE. 6.ALL TRAFFIC SIGNAL SYSTEMS, ILLUMINATION SYSTEMS, OR OTHER ELECTRICAL TRANSPORTATION SYSTEMS ARE SUBJECT TO INSPECTION BY CITY OF RENTON TRANSPORTATION OPERATIONS MAINTENANCE DEPARTMENT PRIOR TO FINAL ACCEPTANCE. CONTRACTOR TO COORDINATE INSPECTION WITH THE TRANSPORTATION OPERATIONS MAINTENANCE MANAGER OR OTHER TRANSPORTATION OPERATIONS MAINTENANCE REPRESENTATIVE. 7.MINIMUM GROUND WIRE SIZE SHALL BE # 8. IF CURRENT CARRYING CONDUCTORS ARE LARGER THAN # 8, THE MINIMUM GROUND WIRE SIZE SHALL MATCH THE LARGEST WIRE SIZE OF THE CURRENT CARRYING CONDUCTORS. 8.EQUIPMENT GROUND WIRE & BARE WIRE SHALL BE SECURELY FASTENED TO THE GROUND LUG INSIDE THE POLE HANDHOLE. ALL BONDING & GROUNDING CONNECTIONS SHALL REMAIN ACCESSIBLE FOR INSPECTION AND MAINTENANCE. 9.IF THE FIXTURE MANUFACTURER HAS MADE PROVISIONS FOR THE ATTACHMENT OF A GROUND WIRE, A GREEN INSULATED WIRE OF THE SAME SIZE SHALL RUN FROM THE FIXTURE TO THE GROUND LUG INSIDE THE POLE HANDHOLE. IF THE FIXTURE MANUFACTURER HAS A GROUND LUG A # 8 GREEN INSULATED WIRE SHALL BE RUN FROM THE FIXTURE GROUND LUG TO THE POLE GROUND LUG. 10.THE BASIC LUMINAIRE ELECTRICAL WIRING SYSTEM SHALL MEET THE REQUIREMENTS OF CITY OF RENTON STANDARD PLAN 119. 11.THE CONSTRUCTION PLANS DO NOT SHOW ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL INVESTIGATE UTILITIES PRIOR TO ANY FOUNDATION EXCAVATION AND CONDUIT TRENCHING TO AVOID DAMAGE TO ANY UNDERGROUND UTILITIES. HAND DIGGING MAY BE REQUIRED IN AREAS WHERE EXISTING UNDERGROUND UTILITIES CONFLICT WITH POLE FOUNDATION INSTALLATION. ALL EXISTING UTILITIES SHALL BE LOCATED AND MARKED IN THE FIELD BEFORE PERFORMING ANY UNDERGROUND WORK. CARE SHALL BE EXERCISED WHEN EXCAVATING, TRENCHING, OR BORING NEAR ANY EXISTING UTILITIES. UTILITY COMPANIES SHALL BE CONTACTED THROUGH THE ENGINEER IF PROPOSED CONSTRUCTION CONFLICTS WITH ANY EXISTING UTILITIES. ALL EXISTING UTILITY INFRASTRUCTURE TO BE PROTECTED AT ALL TIMES THROUGHOUT CONSTRUCTION. 12.ALL CONDUIT ROUTES SHOWN IN PLANS ARE TO BE FIELD VERIFIED. CONDUIT ROUTES ARE SHOWN SCHEMATICALLY. 13.NEW POLE LOCATIONS SHALL BE APPROVED BY THE ENGINEER BEFORE EXCAVATION WORK BEGINS. 14.EXISTING ROADWAY ILLUMINATION SYSTEMS WITHIN THE PACKAGE LIMITS WILL BE MAINTAINED AND PROTECTED UNLESS OTHERWISE NOTED ON THESE PLANS. 15.LIGHT POLES IN CITY OF RENTON RIGHT-OF-WAY WILL BE LOCATED ACCORDING TO CITY OF RENTON STANDARD PLANS 117.1, 117.2 AND 124. X LUMINAIRE POLE NUMBER 439 R-4214439 18+29 17+00 18+0010+00 11+00 12+00 13+00 14+00 192305-9101192305-9102 192305-9103 192305-9032 C:\pw_workdir\den003\jeg_ex-sahad\d0601389\1 L1.01.dwg | Layout: 1L1.05PLOTTED: Nov 05, 2021-11:42:31am By dxsXREFS: X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-LD_RENTON.dwg; X-DR_RENTON.dwg; X-ROW_RENTON.dwg; X-RDWY_RENTON.dwg; X-IL_RENTON_BASE.dwg; X-PARCEL-INFO.dwg; X-IL_RENTON.dwg; 18229-SV-ROW.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER R ERSGEITE D 20'40' SCALE: 1" = 20' 0'LAKE AVE S(LAK-LINE)S GRADY WAY (GRA-LINE) INSTALL NEW STREET LIGHT POLE AND FOUNDATION WITH NEW LED FIXTURE PER CITY OF RENTON STANDARD PLAN 117.1. 2 1 2 3 INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. 1 2 1 2 1 3 3 REPLACE EXISTING LUMINAIRE ON EXISTING POLE. 2 4 1 2 5 1 6 3 7 3 WIRING SCHEDULE CONDUIT WIRE SPAN OR CONDUIT SIZE EXISTING CONDUCTORS STREET LIGHTING PEDESTRIAN LIGHTING GROUND NOTES 1 2" PVC 2/C#10 1-#6 2" PVC STUBOUT 1' FROM EDGE OF CONCRETE FOUNDATION, CAP FOR FUTURE USE 2 2" PVC 2-#6 1-#6 2" PVC SPARE 3 2" PVC 4-#6 1-#6 2" PVC SPARE RENTON SEGMENT LIGHTING PLAN GRA 10+00 TO GRA 14+00 1L1.05 440 X. CHEN W. DING X. ZHANG   4 REMOVE EXISTING STREET LIGHT POLE, FOUNDATION, BRACKET ARM, LUMINAIRE AND ASSOCIATED WIRING. 4 4 CONSTRUCTION NOTES NOTES 1.SEE SHEET 1L1.N1 FOR STREET LIGHTING GENERAL NOTES. 2.SEE SIGNAL DRAWINGS FOR ADDITIONAL CONDUIT, AND WIRING AT THE INTERSECTIONS. 3.SEE SHEET 1L2.01 FOR WIRING SCHEMATICS. 4.SEE SHEET 1L2.05 FOR POLE SCHEDULES. 3 EX. ROW EX. ROW R-4214440 14+00 15+00 16+00 17+00 18+00 19+00 192305-9043 192305-9096 192305-9032 C:\pw_workdir\den003\jeg_ex-sahad\d0601389\1 L1.01.dwg | Layout: 1L1.06PLOTTED: Nov 05, 2021-11:43:05am By dxsXREFS: X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-LD_RENTON.dwg; X-DR_RENTON.dwg; X-ROW_RENTON.dwg; X-RDWY_RENTON.dwg; X-IL_RENTON_BASE.dwg; X-PARCEL-INFO.dwg; X-IL_RENTON.dwg; 18229-SV-ROW.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER R ERSGEITE D 20'40' SCALE: 1" = 20' 0' S GRADY WAY SHATTUCK AVE S(GRA-LINE) 8 1 INSTALL NEW STREET LIGHT POLE AND FOUNDATION WITH NEW LED FIXTURE PER CITY OF RENTON STANDARD PLAN 117.1. 1 2 INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. 3 REPLACE EXISTING LUMINAIRE ON THE EXISTING POLE. 5 RENTON SEGMENT LIGHTING PLAN GRA 14+00 TO GRA 19+00 1L1.06 441 X. CHEN W. DING X. ZHANG   4 INSTALL TYPE 8 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.30-04. 9 1 5 10 7 2 11 72 13 3 14 3 WIRING SCHEDULE CONDUIT WIRE SPAN OR CONDUIT SIZE EXISTING CONDUCTORS STREET LIGHTING PEDESTRIAN LIGHTING GROUND NOTES 1 2" PVC 2/C#10 1-#6 2" PVC STUBOUT 1' FROM EDGE OF CONCRETE FOUNDATION, CAP FOR FUTURE USE 3 2" PVC 4-#6 1-#6 2" PVC SPARE 5 3" PVC 4-#6 1-#6 3" PVC SPARE 6 2" PVC 2/C#10 2/C#10 1-#6 2" PVC STUBOUT 1' FROM EDGE OF CONCRETE FOUNDATION, CAP FOR FUTURE USE 7 2" PVC 4-#6 4-#6 1-#6 2" PVC SPARE 8 2" PVC 2-#6 2-#6 1-#6 2" PVC SPARE 12 3 5 46 6 SERVICE CABINET. SEE SIGNAL DRAWINGS FOR DETAILS. REMOVE EXISTING STREET LIGHT POLE, FOUNDATION, BRACKET ARM, LUMINAIRE AND ASSOCIATED WIRING. 7 INSTALL NEW STREET LIGHT POLE AND FOUNDATION WITH STREET AND PEDESTRIAN COMBO LIGHT PER CITY OF RENTON STANDARD PLAN 117.1. CONSTRUCTION NOTES NOTES 1.SEE SHEET 1L1.N1 FOR STREET LIGHTING GENERAL NOTES. 2.SEE SIGNAL DRAWINGS FOR ADDITIONAL CONDUIT, AND WIRING AT THE INTERSECTIONS. 3.SEE SHEET 1L2.01 FOR WIRING SCHEMATICS. 4.SEE SHEET 1L2.05 FOR POLE SCHEDULES. 5.SEE SIGNAL DRAWINGS FOR LUMINAIRES ON SIGNAL MAST ARM POLES. 13 BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY CORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. 13 EX. ROW EX. ROW EX. ROW EX. ROW R-4214441 19+00 20+00 21+00 22+00 23+00 24+00 F F 192305-9070 192305-9023 192305-9070 C:\pw_workdir\den003\jeg_ex-sahad\d0601389\1 L1.01.dwg | Layout: 1L1.07PLOTTED: Nov 05, 2021-11:45:25am By dxsXREFS: X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-LD_RENTON.dwg; X-DR_RENTON.dwg; X-ROW_RENTON.dwg; X-RDWY_RENTON.dwg; X-IL_RENTON_BASE.dwg; X-PARCEL-INFO.dwg; X-IL_RENTON.dwg; 18229-SV-ROW.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER R ERSGEITE D 20'40' SCALE: 1" = 20' 0' 2 15 S GRADY WAY (GRA-LINE) RENTON SEGMENT LIGHTING PLAN GRA 19+00 TO GRA 24+00 1L1.07 442 X. CHEN W. DING X. ZHANG   INSTALL NEW STREET LIGHT POLE AND FOUNDATION WITH STREET AND PEDESTRIAN COMBO LIGHT PER CITY OF RENTON STANDARD PLAN 117.1. 7 8 INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. 7 WIRING SCHEDULE CONDUIT WIRE SPAN OR CONDUIT SIZE EXISTING CONDUCTORS STREET LIGHTING PEDESTRIAN LIGHTING GROUND NOTES 4 2" PVC 2/C#10 1-#6 6 2" PVC 2/C#10 2/C#10 1-#6 2" PVC STUBOUT 1' FROM EDGE OF CONCRETE FOUNDATION, CAP FOR FUTURE USE 7 2" PVC 4-#6 4-#6 1-#6 2" PVC SPARE 8 2" PVC 2-#6 2-#6 1-#6 2" PVC SPARE 10 2" PVC 4-#6 1-#6 2" PVC SPARE 11 2" PVC 2-#6 1-#6 2" PVC SPARE 2 16 7 2 17 7 2 18 7 2 19 8 INSTALL PEDESTRIAN SCALE LUMINAIRE POLE AND FOUNDATION WITH NEW LED FIXTURE PER CITY OF RENTON STANDARD PLAN 117.2. 2 2 20 8 22 8 2 23 82 213 REPLACE EXISTING LUMINAIRE ON EXISTING POLE.3 CONSTRUCTION NOTES NOTES 1.SEE SHEET 1L1.N1 FOR STREET LIGHTING GENERAL NOTES. 2.SEE SIGNAL DRAWINGS FOR ADDITIONAL CONDUIT, AND WIRING AT THE INTERSECTIONS. 3.SEE SHEET 1L2.01 FOR WIRING SCHEMATICS. 4.SEE SHEET 1L2.05 FOR POLE SCHEDULES. 4 4 REMOVE EXISTING STREET LIGHT POLE, FOUNDATION, BRACKET ARM, LUMINAIRE AND ASSOCIATED WIRING. 4 EX. ROW EX. ROW R-4214442 25+27 24+0025+0010+00 11+00 12+00 13+00 14+00915460-0005 915460-0010 192305- 9 0 2 3 C:\pw_workdir\den003\jeg_ex-sahad\d0601389\1 L1.01.dwg | Layout: 1L1.08PLOTTED: Nov 05, 2021-11:45:58am By dxsXREFS: X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-LD_RENTON.dwg; X-DR_RENTON.dwg; X-ROW_RENTON.dwg; X-RDWY_RENTON.dwg; X-IL_RENTON_BASE.dwg; X-PARCEL-INFO.dwg; X-IL_RENTON.dwg; 18229-SV-ROW.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER R ERSGEITE D 20'40' SCALE: 1" = 20' 0'S GRADY WAYTALBOT RD S (TAL-B-LINE)(GRA-LINE)RENTON SEGMENT LIGHTING PLAN GRA 24+00 TO TAL-B 14+00 1L1.08 443 X. CHEN W. DING X. ZHANG   2 5 1 INSTALL NEW STREET LIGHT POLE AND FOUNDATION WITH NEW LED FIXTURE PER CITY OF RENTON STANDARD PLAN 117.1. INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. INSTALL TYPE 8 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.30-04. SERVICE CABINET. SEE SIGNAL DRAWINGS FOR DETAILS.6 7 24 7 28 5 6 5 5 12 29 1 5 4 REMOVE EXISTING STREET LIGHT POLE, FOUNDATION, BRACKET ARM, LUMINAIRE AND ASSOCIATED WIRING. INSTALL NEW STREET LIGHT POLE AND FOUNDATION WITH STREET AND PEDESTRIAN COMBO LIGHT PER CITY OF RENTON STANDARD PLAN 117.1. 25 7 2 3 REPLACE EXISTING LUMINAIRE ON EXISTING POLE. 3 4 2 271 WIRING SCHEDULE CONDUIT WIRE SPAN OR CONDUIT SIZE EXISTING CONDUCTORS STREET LIGHTING PEDESTRIAN LIGHTING GROUND NOTES 1 2" PVC 2/C#10 1-#6 2" PVC STUBOUT 1' FROM EDGE OF CONCRETE FOUNDATION, CAP FOR FUTURE USE 3 2" PVC 4-#6 1-#6 2" PVC SPARE 5 3" PVC 4-#6 1-#6 3" PVC SPARE 6 2" PVC 2/C#10 2/C#10 1-#6 2" PVC STUBOUT 1' FROM EDGE OF CONCRETE FOUNDATION, CAP FOR FUTURE USE 7 2" PVC 4-#6 4-#6 1-#6 2" PVC SPARE 10 2" PVC 4-#6 1-#6 2" PVC SPARE 14 2" PVC 4-#6 2-#6 1-#6 2" PVC SPARE 18 3" PVC 4-#6 4-#6 1-#6 3" PVC SPARE 20 EX 1"2-#6*2/C#10 1-#6 *REMOVE INSTALL NEW CONDUITS INTO EXISTING JUNCTION BOX.9 926 CONSTRUCTION NOTES NOTES 1.SEE SHEET 1L1.N1 FOR STREET LIGHTING GENERAL NOTES. 2.SEE SIGNAL DRAWINGS FOR ADDITIONAL CONDUIT, AND WIRING AT THE INTERSECTIONS. 3.SEE SHEET 1L2.02 FOR WIRING SCHEMATICS. 4.SEE SHEET 1L2.05 FOR POLE SCHEDULES. 5.SEE SIGNAL DRAWINGS FOR LUMINAIRES ON SIGNAL MAST ARM POLES. 2 BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY CORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. 13 13 13 13 13 13 13 EX. ROW EX. ROW EX. ROW EX. ROW R-4214443 14+00 15+00 16+00 17+00 18+00 192305-9094 202305-9007 192305- 9 0 2 3 C:\pw_workdir\den003\jeg_ex-sahad\d0601389\1 L1.01.dwg | Layout: 1L1.09PLOTTED: Nov 05, 2021-11:46:28am By dxsXREFS: X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-LD_RENTON.dwg; X-DR_RENTON.dwg; X-ROW_RENTON.dwg; X-RDWY_RENTON.dwg; X-IL_RENTON_BASE.dwg; X-PARCEL-INFO.dwg; X-IL_RENTON.dwg; 18229-SV-ROW.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER R ERSGEITE D 20'40' SCALE: 1" = 20' 0' TALBOT RD S (TAL-B-LINE) RENTON SEGMENT LIGHTING PLAN TAL-B 14+00 TO TAL-B 18+50 1L1.09 444 X. CHEN W. DING X. ZHANG   2 5 1 INSTALL NEW STREET LIGHT POLE AND FOUNDATION WITH NEW LED FIXTURE PER CITY OF RENTON STANDARD PLAN 117.1. INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. INSTALL TYPE 8 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.30-04. 9 4 REMOVE EXISTING STREET LIGHT POLE, FOUNDATION, BRACKET ARM, LUMINAIRE AND ASSOCIATED WIRING. INSTALL NEW CONDUITS INTO EXISTING JUNCTION BOX. 5 302 1 31 2 1 32 2 1 33 51 34 21 9 4 4 WIRING SCHEDULE CONDUIT WIRE SPAN OR CONDUIT SIZE EXISTING CONDUCTORS STREET LIGHTING PEDESTRIAN LIGHTING GROUND NOTES 1 2" PVC 2/C#10 1-#6 2" PVC STUBOUT 1' FROM EDGE OF CONCRETE FOUNDATION, CAP FOR FUTURE USE 2 2" PVC 2-#6 1-#6 2" PVC SPARE 3 2" PVC 4-#6 1-#6 2" PVC SPARE 5 3" PVC 4-#6 1-#6 3" PVC SPARE 20 EX 1"2-#6*2/C#10 1-#6 *REMOVE CONSTRUCTION NOTES NOTES 1.SEE SHEET 1L1.N1 FOR STREET LIGHTING GENERAL NOTES. 2.SEE SIGNAL DRAWINGS FOR ADDITIONAL CONDUIT, AND WIRING AT THE INTERSECTIONS. 3.SEE SHEET 1L2.02 FOR WIRING SCHEMATICS. 4.SEE SHEET 1L2.05 FOR POLE SCHEDULES. 13 BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY CORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. 13 13 13 EX. ROW EX. ROW R-4214444 19+00 20+00 21+00 22+00 23+00 202305-9008 192305-9001 723160-0595C:\pw_workdir\den003\jeg_ex-sahad\d0601389\1 L1.01.dwg | Layout: 1L1.10PLOTTED: Nov 05, 2021-11:52:00am By dxsXREFS: X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-LD_RENTON.dwg; X-DR_RENTON.dwg; X-ROW_RENTON.dwg; X-RDWY_RENTON.dwg; X-IL_RENTON_BASE.dwg; X-PARCEL-INFO.dwg; X-IL_RENTON.dwg; 18229-SV-ROW.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER R ERSGEITE D 20'40' SCALE: 1" = 20' 0' TALBOT RD S I -405 SB OFF -RAMP (TAL-B-LINE)S RENTON VILLAGE PLRENTON SEGMENT LIGHTING PLAN TAL-B 18+50 TO TAL-B 23+50 1L1.10 445 X. CHEN W. DING X. ZHANG   2 1 INSTALL NEW STREET LIGHT POLE AND FOUNDATION WITH NEW LED FIXTURE PER CITY OF RENTON STANDARD PLAN 117.1. INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. 3 REPLACE EXISTING LUMINAIRE ON EXISTING POLE. 1 236 1 2 37 335 WIRING SCHEDULE CONDUIT WIRE SPAN OR CONDUIT SIZE EXISTING CONDUCTORS STREET LIGHTING PEDESTRIAN LIGHTING GROUND NOTES 1 2" PVC 2/C#10 1-#6 2" PVC STUBOUT 1' FROM EDGE OF CONCRETE FOUNDATION, CAP FOR FUTURE USE 2 2" PVC 2-#6 1-#6 2" PVC SPARE 3 2" PVC 4-#6 1-#6 2" PVC SPARE CONSTRUCTION NOTES NOTES 1.SEE SHEET 1L1.N1 FOR STREET LIGHTING GENERAL NOTES. 2.SEE SIGNAL DRAWINGS FOR ADDITIONAL CONDUIT, AND WIRING AT THE INTERSECTIONS. 3.SEE SHEET 1L2.01 FOR WIRING SCHEMATICS. 4.SEE SHEET 1L2.05 FOR POLE SCHEDULES. 14 14 DISTRIBUTION JUNCTION BOX. SEE SIGNAL DRAWINGS FOR DETAILS. EX. ROW EX. ROW R-4214445 33+00 34+00 35+00 36+00 37+00 38+00 722200-0250 722200-0010 722200-0245 C:\pw_workdir\den003\jeg_ex-dingw\d0601389\1 L1.01.dwg | Layout: 1L1.11PLOTTED: Nov 17, 2021-04:14:47pm By SeaComXREFS: X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-LD_RENTON.dwg; X-DR_RENTON.dwg; X-ROW_RENTON.dwg; X-RDWY_RENTON.dwg; X-IL_RENTON_BASE.dwg; X-PARCEL-INFO.dwg; X-IL_RENTON.dwg; 18229-SV-ROW.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER R ERSGEITE D 20'40' SCALE: 1" = 20' 0' BENSON DR S (SR 515)S PUGET DRS 15TH ST(TAL-B-LINE) RENTON SEGMENT LIGHTING PLAN TAL-B 33+00 TO TAL-B 38+00 1L1.11 446 X. CHEN W. DING X. ZHANG   EX. ROW EX. ROW NOTES 1.NO WORK ON THIS SHEET. R-4214446 24+00 25+00 26+00 27+00 28+00 29+00 72292 8- 0 1 0 0 72220 0- 0 1 6 3 85570 0- 0 1 4 0 855700-0010 85570 0- 0 0 2 0 30230 5- 9 0 7 3 C:\pw_workdir\den003\jeg_ex-dingw\d0601389\1 L1.01.dwg | Layout: 1L1.12PLOTTED: Nov 17, 2021-04:12:39pm By SeaComXREFS: X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-LD_RENTON.dwg; X-DR_RENTON.dwg; X-ROW_RENTON.dwg; X-RDWY_RENTON.dwg; X-IL_RENTON_BASE.dwg; X-PARCEL-INFO.dwg; X-IL_RENTON.dwg; 18229-SV-ROW.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER R ERSGEITE D 20'40' SCALE: 1" = 20' 0' TALBOT RD S S 23RD ST (TAL-21-LINE)TALBOT CREST DR SRENTON SEGMENT LIGHTING PLAN TAL-21 24+00 TO TAL-21 29+00 1L1.12 447 X. CHEN W. DING X. ZHANG   EX. ROW EX. ROW NOTES 1.NO WORK ON THIS SHEET. R-4214447 54+00 55+00 56+00 57+00 58+00 59+00 302305-9029 302305-9116302305-9114 302305-9115 302305-9030 302305-9019 948575-TRCT C:\pw_workdir\den003\jeg_ex-dingw\d0601389\1 L1.01.dwg | Layout: 1L1.13PLOTTED: Nov 17, 2021-04:10:22pm By SeaComXREFS: X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-STATION_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-TOPO.dwg; X-LD_RENTON.dwg; X-DR_RENTON.dwg; X-ROW_RENTON.dwg; X-RDWY_RENTON.dwg; X-IL_RENTON_BASE.dwg; X-PARCEL-INFO.dwg; X-IL_RENTON.dwg; 18229-SV-ROW.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER R ERSGEITE D 20'40' SCALE: 1" = 20' 0' TALBOT RD S (TAL-21-LINE)S 32ND STRENTON SEGMENT LIGHTING PLAN TAL-21 54+00 TO TAL-21 59+00 1L1.13 448 X. CHEN W. DING X. ZHANG   EX. ROW EX. ROW NOTES 1.NO WORK ON THIS SHEET. R-4214448 71+00 72+00 73+00 74+00 75+00 76+00 855860-0035 855860-0040 302305-9040 302305-9044 855860-0125 855860-0130 855860-0135 302305-9109 C:\pw_workdir\den003\jeg_ex-sahad\d0601389\1 L1.10.dwg | Layout: 1L1.14PLOTTED: Nov 05, 2021-11:56:29am By dxsXREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-RDWY_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-TOPO.dwg; 18229-SV-BS_Kent.dwg; X-PARCEL-INFO.dwg; X-IL_RENTON.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER R ERSGEITE D 20'40' SCALE: 1" = 20' 0' TALBOT RD S S 37TH STS 37TH STS 38TH CTS 38TH CT(TAL-21-LINE) INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. INSTALL NEW STREET LIGHT POLE AND FOUNDATION WITH NEW LED FIXTURE PER CITY OF RENTON STANDARD PLAN 117.1. 1 2 NOTES 1.SEE SHEET 1L1.N1 FOR STREET LIGHTING GENERAL NOTES. 2.SEE STATION ELECTRICAL DRAWINGS FOR ADDITIONAL CONDUIT, AND WIRING DETAILS AT BUS STATION. 3.SEE SHEET 1L2.03 FOR WIRING SCHEMATICS. 4.SEE SHEET 1L2.05 TO 1L2.07 FOR POLE SCHEDULES. 43 1 2 RENTON SEGMENT LIGHTING PLAN TAL-21 71+00 TO TAL-21 76+00 1L1.14 449 X. CHEN W. DING X. ZHANG   1 WIRING SCHEDULE CONDUIT WIRE SPAN OR CONDUIT SIZE EXISTING CONDUCTORS STREET LIGHTING PEDESTRIAN LIGHTING GROUND NOTES 1 2" PVC 2/C#10 1-#6 2" PVC STUBOUT 1' FROM EDGE OF CONCRETE FOUNDATION, CAP FOR FUTURE USE 2 2" PVC 2-#6 1-#6 2" PVC SPARE # 44 3 REPLACE EXISTING LUMINAIRE ON THE EXISTING POLE.3 CONSTRUCTION NOTES 2 212 SERVICE CABINET. SEE 1L2.08 FOR SERVICE PANEL DETAILS.12 EX. ROW EX. ROW R-4214449 86+00 87+00 88+00 89+00 90+00 91+00 FF761680 - 0 0 3 0 761680 - 0 0 1 0 885767 - 0 0 2 0 312305 - 9 1 3 4 312305-9025 C:\pw_workdir\den003\jeg_ex-sahad\d0601389\1 L1.10.dwg | Layout: 1L1.15PLOTTED: Nov 05, 2021-11:57:18am By dxsXREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-RDWY_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-TOPO.dwg; 18229-SV-BS_Kent.dwg; X-PARCEL-INFO.dwg; X-IL_RENTON.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER R ERSGEITE D 20'40' SCALE: 1" = 20' 0' TALBOT RD S (TAL-21-LINE) 45 8 2 46 8 5 47 8 2 488 5 2 49 1 INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. CONSTRUCTION NOTES INSTALL NEW STREET LIGHT POLE AND FOUNDATION PER CITY OF RENTON STANDARD PLAN 117.1. 1 2 4 RENTON SEGMENT LIGHTING PLAN TAL-21 86+00 TO TAL-21 91+00 1L1.15 450 X. CHEN W. DING X. ZHANG   4 4 4 4 12 11 16 REMOVE EXISTING STREET LIGHT POLE, FOUNDATION, BRACKET ARM, LUMINAIRE AND ASSOCIATED WIRING. 5 12 SERVICE CABINET. SEE SIGNAL DRAWINGS FOR DETAILS.6 INSTALL TYPE 8 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.30-04. NOTES 1.SEE SHEET 1L1.N1 FOR STREET LIGHTING GENERAL NOTES. 2.SEE STATION ELECTRICAL DRAWINGS FOR ADDITIONAL CONDUIT, AND WIRING DETAILS AT BUS STATION. 3.SEE SHEET 1L2.03 FOR WIRING SCHEMATICS. 4.SEE SHEET 1L2.05 TO 1L2.07 FOR POLE SCHEDULES. WIRING SCHEDULE CONDUIT WIRE SPAN OR CONDUIT SIZE EXISTING CONDUCTORS STREET LIGHTING PEDESTRIAN LIGHTING GROUND NOTES 1 2" PVC 2/C#10 1-#6 2" PVC STUBOUT 1' FROM EDGE OF CONCRETE FOUNDATION, CAP FOR FUTURE USE 2 2" PVC 2-#6 1-#6 2" PVC SPARE 4 2" PVC 2/C#10 1-#6 11 2" PVC 2-#6 1-#6 2" PVC SPARE 12 3" PVC 4-#6 1-#6 3" PVC SPARE 16 2" PVC 2-#6 4-#6 1-#6 2" PVC SPARE # 16 16 12 11 INSTALL PEDESTRIAN SCALE LUMINAIRE POLE AND FOUNDATION PER CITY OF RENTON STANDARD PLAN 117.2. 8 DISTRIBUTION JUNCTION BOX. SEE ELECTRICAL DRAWINGS FOR DETAILS.11 SERVICE CABINET. SEE 1L2.08 FOR SERVICE PANEL DETAILS.12 13 BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY CORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. 13 EX. ROW EX. ROW R-4214450 32+ 0 0 33+00 34+00 35+00 36+00 3 2 2 3 0 5 - 9 0 8 1 3 2 2 3 0 5 - 9 1 5 6 3 2 2 3 0 5 - 9 0 7 9 32230 5 - 9 0 7 9 C:\pw_workdir\den003\jeg_ex-dingw\d0601389\1 L1.10.dwg | Layout: 1L1.16PLOTTED: Nov 17, 2021-05:13:27pm By SeaComXREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-RDWY_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-TOPO.dwg; 18229-SV-BS_Kent.dwg; X-PARCEL-INFO.dwg; X-IL_RENTON.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER R ERSGEITE D 20'40' SCALE: 1" = 20' 0' SE CARR RD MILL AVE SWELLS AVE S(CAR-LINE) RENTON SEGMENT LIGHTING PLAN CAR 32+00 TO CAR 36+50 1L1.16 451 X. CHEN W. DING X. ZHANG   EX. ROW EX. ROW NOTES 1.NO WORK ON THIS SHEET. R-4214451 43+00 44+00 45+00 46+00 47+00 322305-9299 322305-9053 322305-9237 322305-9299 322305-9040 292305-9151 C:\pw_workdir\den003\jeg_ex-sahad\d0601389\1 L1.10.dwg | Layout: 1L1.17PLOTTED: Nov 05, 2021-11:59:53am By dxsXREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-RDWY_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-TOPO.dwg; 18229-SV-BS_Kent.dwg; X-PARCEL-INFO.dwg; X-IL_RENTON.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER R ERSGEITE D 20'40' SCALE: 1" = 20' 0' SE CARR RD 105TH PL SE(CAR-LINE) RENTON SEGMENT LIGHTING PLAN CAR 42+50 TO CAR 47+50 1L1.17 452 X. CHEN W. DING X. ZHANG   ROUTI N G C H A N G E D EX. ROW EX. ROW 60% TO BE SUBMITTED AT A LATER DATE R-4214452 48+00 49+00 50+00 51+00 52+00 322305-9063 292305 - 9 1 5 8 292305 - 9 1 9 8 C:\pw_workdir\den003\jeg_ex-sahad\d0601389\1 L1.10.dwg | Layout: 1L1.18PLOTTED: Nov 05, 2021-12:00:34pm By dxsXREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-RDWY_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-TOPO.dwg; 18229-SV-BS_Kent.dwg; X-PARCEL-INFO.dwg; X-IL_RENTON.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER R ERSGEITE D 20'40' SCALE: 1" = 20' 0'106TH PL SESE CARR RD (CAR-LINE)106TH PL SERENTON SEGMENT LIGHTING PLAN CAR 47+50 TO CAR 52+50 1L1.18 453 X. CHEN W. DING X. ZHANG   ROUTI N G C H A N G E D EX. ROW EX. ROW 60% TO BE SUBMITTED AT A LATER DATE R-4214453 0+00 1+00 2+00 3+00 4+00 54+10 53+0054+00292305-9198 322305-9063 322305-9063322305-9120 C:\pw_workdir\den003\jeg_ex-sahad\d0601389\1 L1.10.dwg | Layout: 1L1.19PLOTTED: Nov 05, 2021-12:01:14pm By dxsXREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-RDWY_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-TOPO.dwg; 18229-SV-BS_Kent.dwg; X-PARCEL-INFO.dwg; X-IL_RENTON.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER R ERSGEITE D 20'40' SCALE: 1" = 20' 0'SE CARR RDSE PETROVITSKY RD108TH AVE SE (SR 515) (108TH-LINE)(CAR-LINE)BENSON DR S (SR 515) RENTON SEGMENT LIGHTING PLAN CAR 52+50 TO 108TH 4+00 1L1.19 454 X. CHEN W. DING X. ZHANG   ROUTI N G C H A N G E D EX. ROW EX. ROW EX. ROW 60% TO BE SUBMITTED AT A LATER DATE R-4214454 13+00 14+00 15+00 16+00 17+00 18+00 322305-9106 074090-0120 074050-0005 074090-0110 322305-9361 322305-9065 C:\pw_workdir\den003\jeg_ex-sahad\d0601389\1 L1.10.dwg | Layout: 1L1.21PLOTTED: Nov 05, 2021-12:01:54pm By dxsXREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-RDWY_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-TOPO.dwg; 18229-SV-BS_Kent.dwg; X-PARCEL-INFO.dwg; X-IL_RENTON.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER R ERSGEITE D 20'40' SCALE: 1" = 20' 0'SE 181ST STSE 180TH ST108TH AVE SE (SR 515) (108TH-LINE) RENTON SEGMENT LIGHTING PLAN 108TH 13+00 TO 108TH 18+00 1L1.21 455 X. CHEN W. DING X. ZHANG   ROUTI N G C H A N G E D EX. ROW EX. ROW EX. ROW 60% TO BE SUBMITTED AT A LATER DATE R-4214455 28+00 29+00 30+00 31+00 32+00 33+00 F F 322305-9070 322305-9082 911710-0160 322305-9135 322305-9111 C:\pw_workdir\den003\jeg_ex-sahad\d0601389\1 L1.10.dwg | Layout: 1L1.22PLOTTED: Nov 05, 2021-12:02:35pm By dxsXREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-RDWY_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-TOPO.dwg; 18229-SV-BS_Kent.dwg; X-PARCEL-INFO.dwg; X-IL_RENTON.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER R ERSGEITE D 20'40' SCALE: 1" = 20' 0' 108TH AVE SE (SR 515)SE 186TH STSE 184TH LN(108TH-LINE)SE 186TH STINSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. CONSTRUCTION NOTES 2 5 RENTON SEGMENT LIGHTING PLAN 108TH 28+00 TO 108TH 33+00 1L1.22 456 X. CHEN W. DING X. ZHANG   WIRING SCHEDULE CONDUIT WIRE SPAN OR CONDUIT SIZE EXISTING CONDUCTORS STREET LIGHTING PEDESTRIAN LIGHTING GROUND NOTES 4 2" PVC 2/C#10 1-#6 10 2" PVC 4-#6 1-#6 2" PVC SPARE 11 2" PVC 2-#6 1-#6 2" PVC SPARE 12 3" PVC 4-#6 1-#6 3" PVC SPARE 718 5 72 8 2 698 2 70 8 2 4 4 4 4 11 11 10 INSTALL TYPE 8 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.30-04. NOTES 1.SEE SHEET 1L1.N1 FOR STREET LIGHTING GENERAL NOTES. 2.SEE STATION ELECTRICAL DRAWINGS FOR ADDITIONAL CONDUIT, AND WIRING DETAILS AT BUS STATION. 3.SEE SHEET 1L2.04 FOR WIRING SCHEMATICS. 4.SEE SHEET 1L2.05 TO 1L2.07 FOR POLE SCHEDULES. 5.SEE SIGNAL DRAWINGS FOR LUMINAIRES ON SIGNAL MAST ARM POLES. 6 5 10 8 INSTALL PEDESTRIAN SCALE LUMINAIRE POLE AND FOUNDATION WITH NEW LED FIXTURE PER CITY OF RENTON STANDARD PLAN 117.2. 6 SERVICE CABINET. SEE SIGNAL DRAWINGS FOR DETAILS. 12 # 13 13 BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY CORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. EX. ROW EX. ROW R-4214456 52+00 53+00 54+00 55+00 56+00 57+00 F 322305-9035 662340-0101 662340-0107 662340-0170 662340-0183 C:\pw_workdir\den003\jeg_ex-sahad\d0601389\1 L1.10.dwg | Layout: 1L1.23PLOTTED: Nov 05, 2021-12:03:20pm By dxsXREFS: X-LEGEND.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-PV_RENTON.dwg; X-SN-CHANN_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-STATION_RENTON.dwg; X-SHEETCUTS_Overall.dwg; X-RDWY_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwg; X-TOPO.dwg; 18229-SV-BS_Kent.dwg; X-PARCEL-INFO.dwg; X-IL_RENTON.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER R ERSGEITE D 20'40' SCALE: 1" = 20' 0' 108TH AVE SE (SR 515)SE 192ND STCITY OF RENTON(108TH-LINE)CITY OF KENTSEE VOLUME 2 FOR CITY OF KENT IMPROVEMENTS INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. CONSTRUCTION NOTES 2 8 RENTON SEGMENT LIGHTING PLAN 108TH 52+00 TO 108TH 57+00 1L1.23 457 X. CHEN W. DING X. ZHANG   WIRING SCHEDULE CONDUIT WIRE SPAN OR CONDUIT SIZE EXISTING CONDUCTORS STREET LIGHTING PEDESTRIAN LIGHTING GROUND NOTES 4 2" PVC 2/C#10 1-#6 10 2" PVC 4-#6 1-#6 2" PVC SPARE 11 2" PVC 2-#6 1-#6 2" PVC SPARE 738 2 748 2 4 4 11 10 INSTALL PEDESTRIAN SCALE LUMINAIRE POLE AND FOUNDATION PER CITY OF RENTON STANDARD PLAN 117.2. NOTES 1.SEE SHEET 1L1.N1 FOR STREET LIGHTING GENERAL NOTES. 2.SEE STATION ELECTRICAL DRAWINGS FOR ADDITIONAL CONDUIT, AND WIRING DETAILS AT BUS STATION. 3.SEE SHEET 1L2.04 FOR WIRING SCHEMATICS. 4.SEE SHEET 1L2.05 TO 1L2.07 FOR POLE SCHEDULES.# 11 DISTRIBUTION JUNCTION BOX. SEE ELECTRICAL DRAWINGS FOR DETAILS. 11 EX. ROW EX. ROW R-4214457 C:\pw_workdir\den003\jeg_ex-sahad\d0601389\1 L2.01.dwg | Layout: 1L2.01PLOTTED: Nov 05, 2021-12:25:32pm By dxsXREFS: KCMTD-BORDER_2020.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER R ERSGEITE D RENTON SEGMENT LIGHTING WIRING SCHEMATICS   1L2.01 458 X. CHEN W. DING X. ZHANG  LAKE AVE SS GRADY WAY 2-#6 (A) 1-#6 GND 2/C#10 (A) 1-#6 GND 2/C#10 (B) 1-#6 GND 4-#6 (A/B) 1-#6 GND 4-#6 (A/B) 1-#6 GND 3-#6 (A/B) 1-#6 GND 4-#6 (A/B) 4-#6 (C/D) 1-#6 GND SHATTUCK AVE S2/C#10 (A) 1-#6 GND 2/C#10 (B) 1-#6 GND 4-#6 (A/B) 1-#6 GND 2/C#10 (A) 1-#6 GND 2/C#10 (B) 1-#6 GND 2/C#10 (A) 2/C#10 (C) 1-#6 GND 4-#6 (A/B) 4-#6 (C/D) 1-#6 GND 2/C#10 (B) 2/C#10 (D) 1-#6 GND 2/C#10 (A) 2/C#10 (C) 1-#6 GND 2-#6 (A) 2-#6 (C) 1-#6 GND 4-#6 (A/B) 4-#6 (C/D) 1-#6 GND PROPOSED SERVICE POINT SERVICE CABINET I-405 SB OFF-RAMPS RENTON VILLAGE PL2/C#10 (A) 1-#6 GND2/C#10 (B) 1-#6 GND TALBOT RD S 2-#6 (B) 1-#6 GND 2 3 4 5 8 9 10 11 15 36 SCALE: WIRING SCHEMATIC TABLOT RD S/S RENTON VILLAGE PL 1L1.10 NTS SCALE: WIRING SCHEMATIC S GRADY WAY 1L1.05, 1L1.06, 1L1.07 NTS 37 4-#6 (A/B) 1-#6 GND R-4214458 C:\pw_workdir\den003\jeg_ex-sahad\d0601389\1 L2.01.dwg | Layout: 1L2.02PLOTTED: Nov 05, 2021-12:25:55pm By dxsXREFS: KCMTD-BORDER_2020.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER R ERSGEITE D WIRING SCHEMATIC TABLOT RD S 1 L1.07, 1 L1.08, 1 L1.09 NTS RENTON SEGMENT LIGHTIN WIRING SCHEMATICS   1L2.02 459 X. CHEN W. DING X. ZHANG   S GRADY WAY 2/C#10 (B) 2/C#10 (D) 1-#6 GND 2-#6 (B) 2-#6 (D) 1-#6 GND TALBOT RD S2/C#10 (A) 2/C#10 (C) 1-#6 GND 2/C#10 (B) 2/C#10 (D) 1-#6 GND 2/C#10 (C) 1-#6 GND 2/C#10 (D) 1-#6 GND 4-#6 (A/B) 4-#6 (C/D) 1-#6 GND 4-#6 (A/B) 4-#6 (C/D) 1-#6 GND 4-#6 (A/B) 4-#6 (C/D) 1-#6 GND 4-#6 (A/B) 4-#6 (C/D) 1-#6 GND 4-#6 (A/B) 4-#6 (C/D) 1-#6 GND PROPOSED SERVICE POINT SERVICE CABINET 2/C#10 (D) 1-#6 GND 2/C#10 (C) 1-#6 GND2-#6 (D) 1-#6 GND 4-#6 (C/D) 1-#6 GND 2/C#10 (B) 2/C#10 (D) 1-#6 GND 4-#6 (A/B) 4-#6 (C/D) 1-#6 GND 4-#6 (A/B) 2#6 (C/D) 1-#6 GND 4-#6 (A/B) 1-#6 GND 2/C#10 (A) 2/C#10 (C) 1-#6 GND 4-#6 (A/B) 1-#6 GND 4-#6 (A/B) 1-#6 GND TALBOT RD S2/C#10 (B) 1-#6 GND 2/C#10 (A) 1-#6 GND 16 17 18 19 20 2/C10 (B) 1-#6 GND 22 23 24 4-#6 (A/B) 4-#6 (C/D) 1-#6 GND 25 27 4-#6 (A/B) 1-#6 GND 4-#6 (A/B) 1-#6 GND 4-#6 (A/B) 1-#6 GND 33 34 2/C#10 (B) 1-#6 GND 2-#6 (B) 1-#6 GND 28 4-#6 (A/B) 1-#6 GND 2/C#10 (A) 1-#6 GND 29 4-#6 (A/B) 1-#6 GND 4-#6 (A/B) 1-#6 GND 2/C#10 (B) 1-#6 GND 30 4-#6 (A/B) 1-#6 GND 2/C#10 (A) 1-#6 GND 31 32 2/C#10 (B) 1-#6 GND 2-#6 (B) 1-#6 GND SCALE: 4-#6 (A/B) 1-#6 GND R-4214459 C:\pw_workdir\den003\jeg_ex-sahad\d0601389\1 L2.01.dwg | Layout: 1L2.03PLOTTED: Nov 05, 2021-12:26:15pm By dxsXREFS: KCMTD-BORDER_2020.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER R ERSGEITE D RENTON SEGMENT LIGHTING WIRING SCHEMATICS   1L2.03 460 X. CHEN W. DING X. ZHANG   TABLOT RD S WIRING SCHEMATIC TABLOT RD S/S 37TH ST 1 L1.14 NTS PSE SERVICE POLE S 37TH STWIRING SCHEMATIC TABLOT RD S 1 L1.15 NTS TABLOT RD S2-#6 (A) 1-#6 GND 2/C#10 (A) 1-#6 GND 2-#6 (A) 1-#6 GND 2/C#10 (C) 1-#6 GND 2/C#10 (C) 1-#6 GND 2/C#10 (D) 1-#6 GND 2/C#10 (D) 1-#6 GND 2/C#10 (A) 1-#6 GND 2-#6 (C) 1-#6 GND 4-#6 (C/D) 1-#6 GND 2-#6 (A) 4-#6 (C/D) 1-#6 GND 2-#6 (A) 1-#6 GND 45 46 49 4847 SCALE:SCALE: 2-#6 (A) 4-#6 (C/D) 1-#6 GND 2-#6 (A) 4-#6 (C/D) 1-#6 GND DISTRIBUTION JUNCTION BOX 43 R-4214460 C:\pw_workdir\den003\jeg_ex-sahad\d0601389\1 L2.01.dwg | Layout: 1L2.04PLOTTED: Nov 05, 2021-12:26:35pm By dxsXREFS: KCMTD-BORDER_2020.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER R ERSGEITE D RENTON SEGMENT LIGHTING WIRING SCHEMATICS   1L2.04 461 X. CHEN W. DING X. ZHANG   WIRING SCHEMATIC 108TH AVE SE/SE 186TH ST 1 L1.22 NTS 4-#6 (C/D) 1-#6 GND 2-#6 (C) 1-#6 GND 4-#6 (C/D) 1-#6 GND 2-#6 (D) 1-#6 GND 4-#6 (C/D) 1-#6 GND 2/C#10 (C) 1-#6 GND 2/C#10 (D) 1-#6 GND 2/C#10 (D) 1-#6 GND 2/C#10 (C) 1-#6 GND SCALE: WIRING SCHEMATIC 108TH AVE SE/SE 192ND ST 1 L1.23 NTS 2-#6 (C) 1-#6 GND 2/C#10 (C) 1-#6 GND 2/C#10 (D) 1-#6 GND 7473 72 7069 71 108TH AVE SE (SR 515) 108TH AVE SE (SR 515)SE 192ND STSE 186TH STSCALE: SCALE: 4-#6 (C/D) 1-#6 GND DISTRIBUTION JUNCTION BOX R-4214461 C:\pw_workdir\den003\jeg_ex-sahad\d0601389\1 L2.01.dwg | Layout: 1L2.05PLOTTED: Nov 05, 2021-12:26:54pm By dxsXREFS: KCMTD-BORDER_2020.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER R ERSGEITE D RENTON SEGMENT POLE AND FIXTURE SCHEDULE   1L2.05 462 X. CHEN W. DING X. ZHANG   POLE AND FIXTURE SCHEDULE LUMINAIRE POLE NO.STREET NAME POWER SOURCE VOLTAGE CIRCUIT NO. LOCATION POLE TYPE POLE ORIENTATION HANDHOLE ORIENTATION BASE TYPE FOUNDATION TYPE LUMINAIRE BRACKET ARM LENGTH (FT) LUMINARE TYPE - DISTRIBUTION - WATT FIXTURE MODEL (OR APPROVED EQUAL) FIXTURE MOUNTING HEIGHT (FT)CABINET #POLE ID NO. GPS COORDINATES (LAT./LONG.) REMARKSSTATIONOFFSET (LT/RT) 1 S GRADY WAY EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING ROADWAY, TYPE III, 204W LED ATB2 60BLEDE10 XXXXX R3 4K/5K EXISTING 2 S GRADY WAY S GRADY WAY/SHATTUCK AVE S 240 A STEEL STREET LIGHT, SEE NOTE 3 270 90 FIXED STEEL STREET LIGHT, SEE NOTE 1 8 ROADWAY, TYPE III, 100W LED CYCLONE DOMIA CY55P1A-FGC-3-100W-4K 20 3 S GRADY WAY S GRADY WAY/SHATTUCK AVE S 240 B STEEL STREET LIGHT, SEE NOTE 3 0 180 FIXED STEEL STREET LIGHT, SEE NOTE 1 10 ROADWAY, TYPE III, 60W LED CYCLONE DOMIA CY55P1A-FGC-3-60W-4K 20 4 S GRADY WAY S GRADY WAY/SHATTUCK AVE S 240 A STEEL STREET LIGHT, SEE NOTE 3 0 180 FIXED STEEL STREET LIGHT, SEE NOTE 1 10 ROADWAY, TYPE III, 60W LED CYCLONE DOMIA CY55P1A-FGC-3-60W-4K 20 5 S GRADY WAY S GRADY WAY/SHATTUCK AVE S 240 B STEEL STREET LIGHT, SEE NOTE 3 0 180 FIXED STEEL STREET LIGHT, SEE NOTE 1 10 ROADWAY, TYPE III, 60W LED CYCLONE DOMIA CY55P1A-FGC-3-60W-4K 20 6 S GRADY WAY EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING ROADWAY, TYPE III, 198W LED ATB2 40BLEDE15 XXXXX R3 4K/5K EXISTING 7 S GRADY WAY EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING ROADWAY, TYPE III, 254W LED ATB2 60BLEDE13 XXXXX R3 4K/5K EXISTING 8 S GRADY WAY S GRADY WAY/SHATTUCK AVE S 240 A STEEL STREET LIGHT, SEE NOTE 3 0 180 FIXED STEEL STREET LIGHT, SEE NOTE 1 10 ROADWAY, TYPE III, 60W LED CYCLONE DOMIA CY55P1A-FGC-3-60W-4K 20 9 S GRADY WAY S GRADY WAY/SHATTUCK AVE S 240 B STEEL STREET LIGHT, SEE NOTE 3 0 180 FIXED STEEL STREET LIGHT, SEE NOTE 1 10 ROADWAY, TYPE III, 100W LED CYCLONE DOMIA CY55P1A-FGC-3-100W-4K 20 10 S GRADY WAY S GRADY WAY/SHATTUCK AVE S 240 A STEEL STREET LIGHT, SEE NOTE 3 0 180 FIXED STEEL STREET LIGHT, SEE NOTE 1 6 ROADWAY, TYPE III, 80W LED CYCLONE DOMIA CY55P1A-FGC-3-80W-4K 20 S GRADY WAY S GRADY WAY/SHATTUCK AVE S 240 C PED LIGHT, SEE NOTE 4 180 FIXED PED LIGHT, SEE NOTE 2 2 PEDESTRIAN, TYPE III, 40W LED CYCLONE DOMIA MINI SY21P1-FGC-3-40W-4K 16.5 11 S GRADY WAY S GRADY WAY/SHATTUCK AVE S 240 B STEEL STREET LIGHT, SEE NOTE 3 0 180 FIXED STEEL STREET LIGHT, SEE NOTE 1 6 ROADWAY, TYPE III, 80W LED CYCLONE DOMIA CY55P1A-FGC-3-80W-4K 20 S GRADY WAY S GRADY WAY/SHATTUCK AVE S 240 D 180 FIXED 2 PEDESTRIAN, TYPE III, 40W LED CYCLONE DOMIA MINI SY21P1-FGC-3-40W-4K 16.5 12 S GRADY WAY EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING ROADWAY, TYPE III, 254W LED ATB2 60BLEDE13 XXXXX R3 4K/5K EXISTING 13 S GRADY WAY EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING ROADWAY, TYPE III, 198W LED ATB2 40BLEDE15 XXXXX R3 4K/5K EXISTING 14 S GRADY WAY EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING ROADWAY, TYPE III, 254W LED ATB2 60BLEDE13 XXXXX R3 4K/5K EXISTING 15 S GRADY WAY S GRADY WAY/SHATTUCK AVE S 240 A STEEL STREET LIGHT, SEE NOTE 3 0 180 FIXED STEEL STREET LIGHT, SEE NOTE 1 10 ROADWAY, TYPE III, 200W LED CYCLONE DOMIA CY55P1A-FGC-3-200W-4K 35 S GRADY WAY S GRADY WAY/SHATTUCK AVE S 240 C 180 FIXED 2 PEDESTRIAN, TYPE III, 40W LED CYCLONE DOMIA MINI SY21P1-FGC-3-40W-4K 16.5 16 S GRADY WAY S GRADY WAY/TALBOT RD S 240 B STEEL STREET LIGHT, SEE NOTE 3 0 180 FIXED STEEL STREET LIGHT, SEE NOTE 1 10 ROADWAY, TYPE III, 200W LED CYCLONE DOMIA CY55P1A-FGC-3-200W-4K 35 S GRADY WAY S GRADY WAY/TALBOT RD S 240 D 180 FIXED 2 PEDESTRIAN, TYPE III, 40W LED CYCLONE DOMIA MINI SY21P1-FGC-3-40W-4K 16.5 17 S GRADY WAY S GRADY WAY/TALBOT RD S 240 A STEEL STREET LIGHT, SEE NOTE 3 0 180 FIXED STEEL STREET LIGHT, SEE NOTE 1 10 ROADWAY, TYPE III, 200W LED CYCLONE DOMIA CY55P1A-FGC-3-200W-4K 35 S GRADY WAY S GRADY WAY/TALBOT RD S 240 C 180 FIXED 2 PEDESTRIAN, TYPE III, 40W LED CYCLONE DOMIA MINI SY21P1-FGC-3-40W-4K 16.5 18 S GRADY WAY S GRADY WAY/TALBOT RD S 240 B STEEL STREET LIGHT, SEE NOTE 3 0 180 FIXED STEEL STREET LIGHT, SEE NOTE 1 6 ROADWAY, TYPE III, 140W LED CYCLONE DOMIA CY55P1A-FGC-3-140W-4K 35 S GRADY WAY S GRADY WAY/TALBOT RD S 240 D 180 FIXED 2 PEDESTRIAN, TYPE III, 40W LED CYCLONE DOMIA MINI SY21P1-FGC-3-40W-4K 16.5 19 S GRADY WAY S GRADY WAY/TALBOT RD S 240 C PED LIGHT, SEE NOTE 4 0 270 FIXED PED LIGHT, SEE NOTE 2 2 PEDESTRIAN, TYPE III, 40W LED CYCLONE DOMIA MINI SY21P1-FGC-3-40W-4K 16.5 20 S GRADY WAY S GRADY WAY/TALBOT RD S 240 D PED LIGHT, SEE NOTE 4 0 270 FIXED PED LIGHT, SEE NOTE 2 2 PEDESTRIAN, TYPE III, 20W LED CYCLONE DOMIA MINI SY21P1-FGC-3-20W-4K 16.5 21 S GRADY WAY EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING ROADWAY, TYPE III, 204W LED ATB2 60BLEDE10 XXXXX R3 4K/5K EXISTING 22 S GRADY WAY S GRADY WAY/TALBOT RD S 240 D PED LIGHT, SEE NOTE 4 0 270 FIXED PED LIGHT, SEE NOTE 2 2 PEDESTRIAN, TYPE III, 80W LED CYCLONE DOMIA MINI SY21P1-FGC-3-80W-4K 16.5 23 S GRADY WAY S GRADY WAY/TALBOT RD S 240 C PED LIGHT, SEE NOTE 4 0 270 FIXED PED LIGHT, SEE NOTE 2 2 PEDESTRIAN, TYPE III, 60W LED CYCLONE DOMIA MINI SY21P1-FGC-3-60W-4K 16.5 24 S GRADY WAY S GRADY WAY/TALBOT RD S 240 B STEEL STREET LIGHT, SEE NOTE 3 45 225 FIXED STEEL STREET LIGHT, SEE NOTE 1 6 ROADWAY, TYPE III, 140W LED CYCLONE DOMIA CY55P1A-FGC-3-140W-4K 35 S GRADY WAY S GRADY WAY/TALBOT RD S 240 D 225 FIXED 2 PEDESTRIAN, TYPE III, 40W LED CYCLONE DOMIA MINI SY21P1-FGC-3-40W-4K 16.5 NOTES: 1. SEE SHEET 1R2.03 FOR STREET LIGHT POLE FOUNDATION DETAILS 2. SEE SHEET 1R2.03 FOR PEDESTRIAN LIGHT POLE FOUNDATION DETAILS 3. STREET LIGHT POLE TYPE PER CITY OF RENTON STANDARD PLANS 117.1A 4. PED LIGHT POLE TYPE PER CITY OF RENTON STANDARD PLANS 117.2 PED LUMINAIRE ARM ROADWAY LUMINAIRE ARMHANDHOLEDIRECTIONOF TRAFFICALIGNMENT SCALE:NTS STREET LIGHT/STREET LIGHT & PED LIGHT COMBO POLE ORIENTATION 90°PED LIGHT LUMINAIRE ARM 180°DIRECTIONOF TRAFFICALIGNMENT 270°SCALE:NTS PED LIGHT POLE ORIENTATION R-4214462 C:\pw_workdir\den003\jeg_ex-sahad\d0601389\1 L2.01.dwg | Layout: 1L2.06PLOTTED: Nov 05, 2021-12:27:15pm By dxsXREFS: KCMTD-BORDER_2020.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER R ERSGEITE D RENTON SEGMENT POLE AND FIXTURE SCHEDULE   1L2.06 463 X. CHEN W. DING X. ZHANG   POLE AND FIXTURE SCHEDULE LUMINAIRE POLE NO.STREET NAME POWER SOURCE VOLTAGE CIRCUIT NO. LOCATION POLE TYPE POLE ORIENTATION HANDHOLE ORIENTATION BASE TYPE FOUNDATION TYPE LUMINAIRE BRACKET ARM LENGTH (FT) LUMINARE TYPE - DISTRIBUTION - WATT FIXTURE MODEL (OR APPROVED EQUAL) FIXTURE MOUNTING HEIGHT (FT)CABINET #POLE ID NO. GPS COORDINATES (LAT./LONG.) REMARKSSTATIONOFFSET (LT/RT) 25 TALBOT RD S S GRADY WAY/TALBOT RD S 240 A STEEL STREET LIGHT, SEE NOTE 3 0 180 FIXED STEEL STREET LIGHT, SEE NOTE 1 6 ROADWAY, TYPE III, 140W LED CYCLONE DOMIA CY55P1A-FGC-3-140W-4K 35 TALBOT RD S S GRADY WAY/TALBOT RD S 240 C 180 FIXED 2 PEDESTRIAN, TYPE III, 40W LED CYCLONE DOMIA MINI SY21P1-FGC-3-40W-4K 16.5 26 TALBOT RD S EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING ROADWAY, TYPE III, 254W LED ATB2 60BLEDE13 XXXXX R3 4K/5K EXISTING 27 TALBOT RD S S GRADY WAY/TALBOT RD S 240 B STEEL STREET LIGHT, SEE NOTE 3 0 180 FIXED STEEL STREET LIGHT, SEE NOTE 1 10 ROADWAY, TYPE III, 200W LED CYCLONE DOMIA CY55P1A-FGC-3-200W-4K 35 28 TALBOT RD S S GRADY WAY/TALBOT RD S 240 B STEEL STREET LIGHT, SEE NOTE 3 0 180 FIXED STEEL STREET LIGHT, SEE NOTE 1 10 ROADWAY, TYPE III, 140W LED CYCLONE DOMIA CY55P1A-FGC-3-140W-4K 35 29 TALBOT RD S S GRADY WAY/TALBOT RD S 240 A STEEL STREET LIGHT, SEE NOTE 3 90 270 FIXED STEEL STREET LIGHT, SEE NOTE 1 10 ROADWAY, TYPE III, 200W LED CYCLONE DOMIA CY55P1A-FGC-3-200W-4K 35 30 TALBOT RD S S GRADY WAY/TALBOT RD S 240 B STEEL STREET LIGHT, SEE NOTE 3 0 180 FIXED STEEL STREET LIGHT, SEE NOTE 1 10 ROADWAY, TYPE III, 160W LED CYCLONE DOMIA CY55P1A-FGC-3-160W-4K 35 31 TALBOT RD S S GRADY WAY/TALBOT RD S 240 A STEEL STREET LIGHT, SEE NOTE 3 0 180 FIXED STEEL STREET LIGHT, SEE NOTE 1 10 ROADWAY, TYPE III, 160W LED CYCLONE DOMIA CY55P1A-FGC-3-160W-4K 35 32 TALBOT RD S S GRADY WAY/TALBOT RD S 240 B STEEL STREET LIGHT, SEE NOTE 3 90 270 FIXED STEEL STREET LIGHT, SEE NOTE 1 10 ROADWAY, TYPE III, 200W LED CYCLONE DOMIA CY55P1A-FGC-3-200W-4K 35 33 TALBOT RD S S GRADY WAY/TALBOT RD S 240 A STEEL STREET LIGHT, SEE NOTE 3 90 270 FIXED STEEL STREET LIGHT, SEE NOTE 1 6 ROADWAY, TYPE III, 200W LED CYCLONE DOMIA CY55P1A-FGC-3-200W-4K 35 34 TALBOT RD S S GRADY WAY/TALBOT RD S 240 B STEEL STREET LIGHT, SEE NOTE 3 0 180 FIXED STEEL STREET LIGHT, SEE NOTE 1 10 ROADWAY, TYPE III, 200W LED CYCLONE DOMIA CY55P1A-FGC-3-200W-4K 35 35 TALBOT RD S EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING ROADWAY, TYPE III, 254W LED ATB2 60BLEDE13 XXXXX R3 4K/5K EXISTING 36 TALBOT RD S B STEEL STREET LIGHT, SEE NOTE 3 0 180 FIXED STEEL STREET LIGHT, SEE NOTE 1 10 ROADWAY, TYPE III, 124W LED GCL1-80J-MV-30K-3R-XX-185 35 37 TALBOT RD S A STEEL STREET LIGHT, SEE NOTE 3 0 180 FIXED STEEL STREET LIGHT, SEE NOTE 1 10 ROADWAY, TYPE III, 173W LED GCL2-80J-MV-30K-3F-XX-240 35 38 NOT USED 39 NOT USED 40 NOT USED 41 NOT USED 42 NOT USED 43 TABLOT RD S TABLOT RD S/S 37TH ST 240 A STEEL STREET LIGHT, SEE NOTE 3 0 180 FIXED STEEL STREET LIGHT, SEE NOTE 1 10 ROADWAY, TYPE III, 160W LED CYCLONE DOMIA CY55P1A-FGC-3-160W-4K 35 44 TABLOT RD S EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING ROADWAY, TYPE III, 97W LED EVOLVE ERL1-10C330 EXISTING 45 TABLOT RD S TALBOT RD/VALLEY MEDICAL CENTER 240 C PED LIGHT, SEE NOTE 4 0 270 FIXED PED LIGHT, SEE NOTE 2 2 PEDESTRIAN, TYPE III, 40W LED CYCLONE DOMIA MINI SY21P1-FGC-3-40W-4K 16.5 46 TABLOT RD S TALBOT RD/VALLEY MEDICAL CENTER 240 D PED LIGHT, SEE NOTE 4 0 270 FIXED PED LIGHT, SEE NOTE 2 2 PEDESTRIAN, TYPE III, 40W LED CYCLONE DOMIA MINI SY21P1-FGC-3-40W-4K 16.5 47 TABLOT RD S TALBOT RD/VALLEY MEDICAL CENTER 240 C PED LIGHT, SEE NOTE 4 0 270 FIXED PED LIGHT, SEE NOTE 2 2 PEDESTRIAN, TYPE III, 40W LED CYCLONE DOMIA MINI SY21P1-FGC-3-40W-4K 16.5 48 TABLOT RD S TALBOT RD/VALLEY MEDICAL CENTER 240 D PED LIGHT, SEE NOTE 4 0 270 FIXED PED LIGHT, SEE NOTE 2 2 PEDESTRIAN, TYPE III, 40W LED, CYCLONE DOMIA MINI SY21P1-FGC-3-40W-4K 16.5 49 TABLOT RD S TALBOT RD/VALLEY MEDICAL CENTER 240 A STEEL STREET LIGHT, SEE NOTE 3 0 180 FIXED STEEL STREET LIGHT, SEE NOTE 1 10 ROADWAY, TYPE III, 140W LED CYCLONE DOMIA CY55P1A-FGC-3-140W-4K 35 50 NOT USED NOTES: 1. SEE SHEET 1R2.03 FOR STREET LIGHT POLE FOUNDATION DETAILS 2. SEE SHEET 1R2.03 FOR PEDESTRIAN LIGHT POLE FOUNDATION DETAILS 3. STREET LIGHT POLE TYPE PER CITY OF RENTON STANDARD PLANS 117.1A 4. PED LIGHT POLE TYPE PER CITY OF RENTON STANDARD PLANS 117.2 PED LUMINAIRE ARM ROADWAY LUMINAIRE ARMHANDHOLEDIRECTIONOF TRAFFICALIGNMENT SCALE:NTS STREET LIGHT/STREET LIGHT & PED LIGHT COMBO POLE ORIENTATION 90°PED LIGHT LUMINAIRE ARM 180°DIRECTIONOF TRAFFICALIGNMENT 270°SCALE:NTS PED LIGHT POLE ORIENTATION R-4214463 C:\pw_workdir\den003\jeg_ex-sahad\d0601389\1 L2.01.dwg | Layout: 1L2.07PLOTTED: Nov 05, 2021-12:27:35pm By dxsXREFS: KCMTD-BORDER_2020.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER R ERSGEITE D RENTON SEGMENT POLE AND FIXTURE SCHEDULE   1L2.07 464 X. CHEN W. DING X. ZHANG   POLE AND FIXTURE SCHEDULE LUMINAIRE POLE NO.STREET NAME POWER SOURCE VOLTAGE CIRCUIT NO. LOCATION POLE TYPE POLE ORIENTATION HANDHOLE ORIENTATION BASE TYPE FOUNDATION TYPE LUMINAIRE BRACKET ARM LENGTH (FT) LUMINARE TYPE - DISTRIBUTION - WATT FIXTURE MODEL (OR APPROVED EQUAL) FIXTURE MOUNTING HEIGHT (FT)CABINET #POLE ID NO. GPS COORDINATES (LAT./LONG.) REMARKS STATION OFFSET (LT/RT) 51 NOT USED 52 NOT USED 53 NOT USED 54 NOT USED 55 NOT USED 56 NOT USED 57 NOT USED 58 NOT USED 59 NOT USED 60 NOT USED 61 NOT USED 62 NOT USED 63 NOT USED 64 NOT USED 65 NOT USED 66 NOT USED 67 NOT USED 68 NOT USED 69 108TH AVE SE 108TH AVE SE/SE 186TH ST 240 C PED LIGHT, SEE NOTE 4 0 180 FIXED PED LIGHT, SEE NOTE 2 2 PEDESTRIAN, TYPE III, 100W LED CYCLONE DOMIA MINI - SY21P1-FGC-3-100W-4K 16.5 70 108TH AVE SE 108TH AVE SE/SE 186TH ST 240 D PED LIGHT, SEE NOTE 4 0 180 FIXED PED LIGHT, SEE NOTE 2 2 PEDESTRIAN, TYPE III, 40W LED CYCLONE DOMIA MINI - SY21P1-FGC-3-40W-4K 16.5 71 108TH AVE SE 108TH AVE SE/SE 186TH ST 240 C PED LIGHT, SEE NOTE 4 0 270 FIXED PED LIGHT, SEE NOTE 2 2 PEDESTRIAN, TYPE III, 40W LED CYCLONE DOMIA MINI - SY21P1-FGC-3-40W-4K 16.5 72 108TH AVE SE 108TH AVE SE/SE 186TH ST 240 D PED LIGHT, SEE NOTE 4 0 270 FIXED PED LIGHT, SEE NOTE 2 2 PEDESTRIAN, TYPE III, 60W LED CYCLONE DOMIA MINI - SY21P1-FGC-3-60W-4K 16.5 73 108TH AVE SE DISTRIBUTION JUNCTION BOX 240 C PED LIGHT, SEE NOTE 4 0 180 FIXED PED LIGHT, SEE NOTE 2 2 PEDESTRIAN, TYPE III, 60W LED CYCLONE DOMIA MINI - SY21P1-FGC-3-60W-4K 16.5 74 108TH AVE SE DISTRIBUTION JUNCTION BOX 240 D PED LIGHT, SEE NOTE 4 0 180 FIXED PED LIGHT, SEE NOTE 2 2 PEDESTRIAN, TYPE III, 40W LED CYCLONE DOMIA MINI - SY21P1-FGC-3-40W-4K 16.5 NOTES: 1. SEE SHEET 1R2.03 FOR STREET LIGHT POLE FOUNDATION DETAILS 2. SEE SHEET 1R2.03 FOR PEDESTRIAN LIGHT POLE FOUNDATION DETAILS 3. STREET LIGHT POLE TYPE PER CITY OF RENTON STANDARD PLANS 117.1A 4. PED LIGHT POLE TYPE PER CITY OF RENTON STANDARD PLANS 117.2 PED LUMINAIRE ARM ROADWAY LUMINAIRE ARMHANDHOLEDIRECTIONOF TRAFFICALIGNMENT SCALE:NTS STREET LIGHT/STREET LIGHT & PED LIGHT COMBO POLE ORIENTATION 90°PED LIGHT LUMINAIRE ARM 180°DIRECTIONOF TRAFFICALIGNMENT 270°SCALE:NTS PED LIGHT POLE ORIENTATION R-4214464 C:\pw_workdir\den003\jeg_ex-sahad\d0601389\1 L2.01.dwg | Layout: 1L2.08PLOTTED: Nov 05, 2021-12:27:55pm By dxsXREFS: KCMTD-BORDER_2020.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER R ERSGEITE D RENTON SEGMENT SERVICE PANEL SCHEDULE   1L2.08 465 X. CHEN W. DING X. ZHANG   SERVICE PANEL LOCATION: TALBOT RD S & S 37TH ST 120/240 V 1 PHASE 3 WIRE 22K AIC POWER SOURCE: PSE SERVICE POLE 100 AMP MAIN BREAKER NO.AMP.POLES KVA CIRCUIT DESCRIPTION NO.AMP.POLES KVA CIRCUIT DESCRIPTION 1 XX 2 X.X STREET LIGHTING 2 3 4 5 6 7 8 9 10 11 12 CONTINUOUS LOAD:X.X TOTAL LOAD:X.X SERVICE PANEL LOCATION: TALBOT RD S & VALLEY MEDICAL CENTER 120/240 V 1 PHASE 3 WIRE 22K AIC POWER SOURCE: PSE SERVICE POLE 100 AMP MAIN BREAKER NO.AMP.POLES KVA CIRCUIT DESCRIPTION NO.AMP.POLES KVA CIRCUIT DESCRIPTION 1 XX 2 X.X STREET LIGHTING 2 XX 2 X.X PEDESTRIAN LIGHTING 3 XX 4 5 6 7 8 9 10 11 12 CONTINUOUS LOAD:X.X TOTAL LOAD:X.X NOTES 1.TO COMPLETE AT NEXT SUBMITTAL LEVEL. R-4214465 C:\pw_workdir\den003\ext_ak081596\d0601389\1 E1.01.dwg | Layout: 1E1.00PLOTTED: Nov 05, 2021-04:47:28pm By aaronkXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ROW_PROP.dwg; X-EL_RENTON.dwg; 18229-SV-ROW.dwg; X-SIGNAL_RENTON.dwg; X-ROW_RENTON.dwg; X-ITS_RENTON.dwg; X-PV_RENTON.dwg; dms_deleted.X-DR_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-IL_RENTON.dwg; X-PARCEL-INFO.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER RENTON SEGMENT ELECTRICAL SITE GENERAL NOTES 1E1.00 K. NGUYEN A. KING M. MONGRAIN ELECTRICAL GENERAL NOTES RIGHT-OF-WAY PROPERTY LINE FENCE FIRE HYDRANT UTILITY POLE ANCHOR UTILITY POLE LUMINAIRE POLE (WOOD) JUNCTION BOX - TYPES 1, 2/4 AND 3/8 TRAFFIC SIGNAL POLE WITH LUMINAIRE ELECTRICAL SERVICE CABINET CONTROLLER CABINET CONDUIT CONSTRUCTION NOTE EXISTING PROPOSED DESCRIPTION LEGEND 1.INSTALLATIONS SHALL CONFORM TO ALL APPLICABLE CODES AND SPECIFICATIONS. 2.ALL NEW CONDUIT INSTALLED UNDERGROUND SHALL HAVE A MINIMUM COVER OF 24 INCHES. 3.PLACE 6" WIDE WARNING TAPE 12 INCHES BELOW GRADE OVER ALL METRO CONDUIT RUNS. TAPE SHALL BE MAGNATEC, OR PRODUCT EQUIVALENT IN MATERIAL TYPE, SIZE, STYLE AND DURABILITY, SUITABLE FOR THIS SPECIFIED APPLICATION. 4.EPOXY ALL CONDUIT JOINTS TO ENSURE WATER CANNOT ENTER THE CONDUIT THROUGH THE CONNECTION. DO NOT EPOXY THE REMOVABLE PLUG. 5.COORDINATE THE REQUIREMENTS OF THIS WORK WITH THE RELATED WORK OF OTHER TRADES, INCLUDE CONCRETE FORMING AND POURING. 6.THE CONTRACTOR SHALL PLACE A GROUNDING ROD IN EACH HANDHOLE IN ACCORDANCE WITH NEC 250.53 (G) AND 250.66 (A) AND INSTALL A BELL END OR BONDING BUSHING ON THE CONDUIT. THE CONTRACTOR SHALL BOND ALL METAL PARTS OF THE HANDHOLE TO THE GROUND ROD, PROVIDE SUFFICIENT SLACK IN GROUNDING THE LID TO ALLOW REMOVAL. 7.ALL ELBOWS GRC MUST BE WRAPPED WITH 2 LAYERS OF ANTI-CORROSION TAPE OR PAINTED. ALL PVC MUST BE SCHEDULE 80 PVC. 8.METRO SHELTER WIRES ARE NOT ALLOWED TO BE SPLICED. GROUNDING SHALL BE BONDED TO REBAR, SHELTERS, AND POLES. X X UNDERGROUND TRANSFORMER VAULT TECHNOLOGY PYLON BUS SHELTER F METRO ELECTRICAL SERVICE PEDESTAL WIRE NOTE STREET LIGHT POLE (STEEL) TRAFFIC SIGNAL POLE UNDERGROUND POWER LINE C 25-TA SMALL CABLE VAULT PEDESTRIAN LIGHT POLE 466 R-4214466 F C 192305-9070 GENERAL NOTES CONSTRUCTION NOTES TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY BORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. PROVIDE AND INSTALL 60A, 120V METRO NON-METERED ELECTRICAL SERVICE PEDESTAL. SEE 1E2.01 FOR MOUNTING AND FOUNDATION DETAIL. THE FRONT DOOR OF THE CABINET SHALL BE ORIENTED AS SHOWN BY "F" ON THE PLANS. PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. LABEL JUNCTION BOX "METRO". LEGEND METRO ELECTRICAL SERVICE PEDESTAL JUNCTION BOX TYPE 2 BURIED / CONCEALED CONDUIT METRO BUS SHELTER METRO TECHNOLOGY PYLON F 1 2 3 4 1.THE 60% DESIGN REFLECTS THE ASSUMPTION THAT PSE WILL PROVIDE CONDUIT(S) FROM THE PRIMARY SERVICE POINT TO A SECONDARY SERVICE JUNCTION BOX FOR STATION SERVICE CONNECTIONS PRIOR TO I LINE RAPIDRIDE CONSTRUCTION. 2.HAND DIGGING OR EXCAVATION BY VACTOR MAY BE REQUIRED FOR CONDUIT INSTALLATION IN AREAS WHERE EXISTING UNDERGROUND UTILITIES AND/OR TREE ROOTS ARE PRESENT. STATION 59 8 4 2 ( O B )PROPOSED RA P I D R I D E S T A T I O N TO BE CONSTRUC T E D B Y O T H E R S STATION 5593 8 ( I B )PROPOSED RAPI D R I D E STATION TO B ECONSTRUCTED B Y O T H E R S S GRADY WAY TALBOT RD SC:\pw_workdir\den003\ext_ak081596\d0601389\1 E1.01.dwg | Layout: 1E1.01PLOTTED: Nov 05, 2021-04:48:04pm By aaronkXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ROW_PROP.dwg; X-EL_RENTON.dwg; 18229-SV-ROW.dwg; X-SIGNAL_RENTON.dwg; X-ROW_RENTON.dwg; X-ITS_RENTON.dwg; X-PV_RENTON.dwg; dms_deleted.X-DR_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-IL_RENTON.dwg; X-PARCEL-INFO.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 10'20' SCALE: 1" = 10' 0' EXISTING PSE UNDERGROUND TRANSFORMER VAULT 1 1 4 2 1 Xref ..\d1059262\dms_deleted.X-DR_RENTON.dwg PSE SECONDARY JUNCTION BOX 3 STATION 59841 (IB) TIER 1 RENTON SEGMENT ELECTRICAL SITE PLAN ID# 59841 1E1.01 K. NGUYEN A. KING M. MONGRAIN 3 1 5 1 6 1 4 6 1 METRO RAPIDRIDE SHELTER METRO TECH PYLON SEE ITS PLAN 1 I1.08 LOCATION MAP S GRADY WAY TALBOT RD SSHATTUCK AVE SBUR N E TT A V E S S 7 T H S T ELECTRICAL WIRING SCHEMATIC F #12-3TC 2-#8, #8G #12-3TC, 2-#8, #8G PSE SECONDARY PSE UNDERGROUND TRANSFORMER VAULT 2-#4 JUNCTION BOX WIRING SCHEDULE RUN NO. CONDUIT SIZE SHELTER LIGHTS TECH PYLON GROUND SERVICE PULL TAPE REMARKS 1 2" RGS METRO SERVICE 2-#4 2 2" RGS METRO ELEC.#12-3TC 2-#8 #8G 2" RGS METRO ELEC.1 SPARE 3 3/4" RGS METRO ELEC.#12-3TC LABEL CONDUCTORS WITH "SHELTER LIGHTS" 4 1" RGS METRO ELEC.2-#8 #8G LABEL CONDUCTORS WITH "TECH PYLON" 5 1.5" PVC METRO ITS 1 SPARE 6 2" PVC METRO ITS 1 SPARE X EXISTING UNDERGROUND POWER IB STATION PANEL: #______ VOLTAGE RATING: 120 VOLTS, 1 PHASE, 2 WIRE BUS RATING: 100 AMPS MAIN BREAKER: 60 AMPS FEED: BOTTOM FAULT CURRENT: ______ AMPS INTERRUPTING CAPACITY: 22,000 AMPS CIRCUIT DESCRIPTION VA CKT BRKR TECH PYLON 84 1 1/20 SHELTER LIGHTS 20 2 1/20 SPACE 3 SPACE 4 SPACE 5 SPACE 6 GFCI 180 7 1/20 CONNECTED LOAD = (84+20+180) = 284 VA = 2.367 AMPS AVERAGE CONTINUOUS LOAD = ((84+20)*1.25+180) = 310 VA = 2.583 AMPS AVERAGE 4 1 3. SEE 1S1.09 FOR STATION PLANS AND AMENITIES DETAILS. 467 R-4214467 F C 192305-9070 192305-9070 GENERAL NOTES CONSTRUCTION NOTES TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY BORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. PROVIDE AND INSTALL 60A, 120V METRO NON-METERED ELECTRICAL SERVICE PEDESTAL. SEE 1E2.01 FOR MOUNTING AND FOUNDATION DETAIL. THE FRONT DOOR OF THE CABINET SHALL BE ORIENTED AS SHOWN BY "F" ON THE PLANS. PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. LABEL JUNCTION BOX "METRO". LEGEND METRO ELECTRICAL SERVICE PEDESTAL JUNCTION BOX TYPE 2 BURIED / CONCEALED CONDUIT METRO BUS SHELTER METRO TECHNOLOGY PYLON F 1 2 3 4 1.THE 60% DESIGN REFLECTS THE ASSUMPTION THAT PSE WILL PROVIDE CONDUIT(S) FROM THE PRIMARY SERVICE POINT TO A SECONDARY SERVICE JUNCTION BOX FOR STATION SERVICE CONNECTIONS PRIOR TO I LINE RAPIDRIDE CONSTRUCTION. 2.HAND DIGGING OR EXCAVATION BY VACTOR MAY BE REQUIRED FOR CONDUIT INSTALLATION IN AREAS WHERE EXISTING UNDERGROUND UTILITIES AND/OR TREE ROOTS ARE PRESENT. SERVICE WIRING SCHEMATIC PSE UNDERGROUND TRANSFORMER VAULT 3-#3/0 SERVICE CABINET TRAFFIC SIGNAL CABINET S GRADY WAY TALBOT RD SC:\pw_workdir\den003\ext_ak081596\d0601389\1 E1.01.dwg | Layout: 1E1.01APLOTTED: Nov 05, 2021-04:48:19pm By aaronkXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ROW_PROP.dwg; X-EL_RENTON.dwg; 18229-SV-ROW.dwg; X-SIGNAL_RENTON.dwg; X-ROW_RENTON.dwg; X-ITS_RENTON.dwg; X-PV_RENTON.dwg; dms_deleted.X-DR_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-IL_RENTON.dwg; X-PARCEL-INFO.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 10'20' SCALE: 1" = 10' 0' EXISTING PSE UNDERGROUND TRANSFORMER VAULT Xref ..\d1059262\dms_deleted.X-DR_RENTON.dwg NEW SIGNAL SERVICE CABINET, SEE SIGNAL PLAN FOR DETAILS WIRING SCHEDULE RUN NO. CONDUIT SIZE SHELTER LIGHTS TECH PYLON GROUND SERVICE PULL TAPE REMARKS 1 2" PVC PSE SERVICE 3-#3/0 X SERVICE PANEL LOCATION: TALBOT RD S & S GRADY WAY 120/240 V 1 PHASE 3 WIRE 22K AIC POWER SOURCE: PSE UNDERGROUND TRANSFORMER VAULT 200 AMP MAIN BREAKER NO.AMP.POLES KVA CIRCUIT DESCRIPTION NO.AMP.POLES KVA CIRCUIT DESCRIPTION 1 40 1 X.X TRAFFIC SIGNAL 2 20 2 X.X INTERSECTION LIGHTING 3 20 2 X.X STREET LIGHTING 4 20 2 X.X PEDESTRIAN LIGHTING 5 6 7 8 9 10 11 12 CONTINUOUS LOAD:X.X TOTAL LOAD:X.X 1 1 RENTON SEGMENT ELECTRICAL SITE PLAN S GRADY WAY & TALBOT RD S 1E1.01A K. NGUYEN A. KING M. MONGRAIN SEE LIGHTING PLAN 1L1.08 SEE SIGNAL PLAN 1TS1.06A 3. SEE 1TS1.06 FOR SIGNAL PLANS AND DETAILS. SEE SIGNAL PLAN 1TS1.06A 468 R-4214468 GENERAL NOTES CONSTRUCTION NOTES TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY BORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. PROVIDE AND INSTALL 60A, 120V METRO NON-METERED ELECTRICAL SERVICE PEDESTAL. SEE 1E2.01 FOR MOUNTING AND FOUNDATION DETAIL. THE FRONT DOOR OF THE CABINET SHALL BE ORIENTED AS SHOWN BY "F" ON THE PLANS. PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. LABEL JUNCTION BOX "METRO". LEGEND METRO ELECTRICAL SERVICE PEDESTAL JUNCTION BOX TYPE 2 BURIED / CONCEALED CONDUIT METRO BUS SHELTER METRO TECHNOLOGY PYLON F 1 2 3 4 1.THE 60% DESIGN REFLECTS THE ASSUMPTION THAT PSE WILL PROVIDE CONDUIT(S) FROM THE PRIMARY SERVICE POINT TO A SECONDARY SERVICE JUNCTION BOX FOR STATION SERVICE CONNECTIONS PRIOR TO I LINE RAPIDRIDE CONSTRUCTION. 2.HAND DIGGING OR EXCAVATION BY VACTOR MAY BE REQUIRED FOR CONDUIT INSTALLATION IN AREAS WHERE EXISTING UNDERGROUND UTILITIES AND/OR TREE ROOTS ARE PRESENT. F STATION 59 8 4 2 ( O B )PROPOSED RA P I D R I D E S T A T I O N TO BE CONSTRUC T E D B Y O T H E R S STATION 5593 8 ( I B )PROPOSED RAPI D R I D E STATION TO B ECONSTRUCTED B Y O T H E R S C:\pw_workdir\den003\ext_ak081596\d0601389\1 E1.01.dwg | Layout: 1E1.02PLOTTED: Nov 05, 2021-04:48:49pm By aaronkXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ROW_PROP.dwg; X-EL_RENTON.dwg; 18229-SV-ROW.dwg; X-SIGNAL_RENTON.dwg; X-ROW_RENTON.dwg; X-ITS_RENTON.dwg; X-PV_RENTON.dwg; dms_deleted.X-DR_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-IL_RENTON.dwg; X-PARCEL-INFO.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 10'20' SCALE: 1" = 10' 0' Xref ..\d1059262\dms_deleted.X-DR_RENTON.dwg S GRADY WAY (GRA-LINE) PSE SECONDARY JUNCTION BOX4 STATION 55936 (OB) TIER 1 RENTON SEGMENT ELECTRICAL SITE PLAN ID# 55936 1E1.02 K. NGUYEN A. KING M. MONGRAIN 3 PSE UNDERGROUND TRANSFORMER VAULT 21 1 1 4 1 31 METRO RAPIDRIDE SHELTER METRO TECH PYLON 6 1 4 5 1 X TALBOT RD SLOCATION MAP S GRADY WAY TALBOT RD SSHATTUCK AVE SBUR N E TT A V E S S 7 T H S T 7 F ELECTRICAL WIRING SCHEMATIC PSE UNDERGROUND TRANSFORMER VAULT PSE SECONDARY JUNCTION BOX 2-#4 2-#8, #8G #12-3TC #12-3TC, 2-#8, #8G WIRING SCHEDULE RUN NO. CONDUIT SIZE SHELTER LIGHTS TECH PYLON GROUND SERVICE PULL TAPE REMARKS 1 2" RGS METRO SERVICE 2-#4 2 2" RGS METRO ELEC.#12-3TC 2-#8 #8G 2" RGS METRO ELEC.1 SPARE 3 3/4" RGS METRO ELEC.#12-3TC LABEL CONDUCTORS WITH "SHELTER LIGHTS" 4 1" RGS METRO ELEC.2-#8 #8G LABEL CONDUCTORS WITH "TECH PYLON" 5 1.5" PVC METRO ITS 1 SPARE 6 2" PVC METRO ITS 1 SPARE 7 PER PSE PER PSE OB STATION PANEL: #______ VOLTAGE RATING: 120 VOLTS, 1 PHASE, 2 WIRE BUS RATING: 100 AMPS MAIN BREAKER: 60 AMPS FEED: BOTTOM FAULT CURRENT: ______ AMPS INTERRUPTING CAPACITY: 22,000 AMPS CIRCUIT DESCRIPTION VA CKT BRKR TECH PYLON 84 1 1/20 SHELTER LIGHTS 20 2 1/20 SPACE 3 SPACE 4 SPACE 5 SPACE 6 GFCI 180 7 1/20 CONNECTED LOAD = (84+20+180) = 284 VA = 2.367 AMPS AVERAGE CONTINUOUS LOAD = ((84+20)*1.25+180) = 310 VA = 2.583 AMPS AVERAGE 3. SEE 1S1.10 FOR STATION PLANS AND AMENITIES DETAILS. 469 R-4214469 GENERAL NOTES CONSTRUCTION NOTES TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY BORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. PROVIDE AND INSTALL 60A, 120V METRO NON-METERED ELECTRICAL SERVICE PEDESTAL. SEE 1E2.01 FOR MOUNTING AND FOUNDATION DETAIL. THE FRONT DOOR OF THE CABINET SHALL BE ORIENTED AS SHOWN BY "F" ON THE PLANS. PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. LABEL JUNCTION BOX "METRO". LEGEND METRO ELECTRICAL SERVICE PEDESTAL JUNCTION BOX TYPE 2 BURIED / CONCEALED CONDUIT METRO BUS SHELTER METRO TECHNOLOGY PYLON F 1 2 3 4 1.THE 60% DESIGN REFLECTS THE ASSUMPTION THAT PSE WILL PROVIDE CONDUIT(S) FROM THE PRIMARY SERVICE POINT TO A SECONDARY SERVICE JUNCTION BOX FOR STATION SERVICE CONNECTIONS PRIOR TO I LINE RAPIDRIDE CONSTRUCTION. 2.HAND DIGGING OR EXCAVATION BY VACTOR MAY BE REQUIRED FOR CONDUIT INSTALLATION IN AREAS WHERE EXISTING UNDERGROUND UTILITIES AND/OR TREE ROOTS ARE PRESENT. 88+0089+0090+00 S21°30'33"W617.72' F C:\pw_workdir\den003\ext_ak081596\d0601389\1 E1.01.dwg | Layout: 1E1.03PLOTTED: Nov 05, 2021-04:49:25pm By aaronkXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-ALIGN.dwg; X-LEGEND.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ROW_PROP.dwg; X-EL_RENTON.dwg; 18229-SV-ROW.dwg; X-SIGNAL_RENTON.dwg; X-ROW_RENTON.dwg; X-ITS_RENTON.dwg; X-PV_RENTON.dwg; dms_deleted.X-DR_RENTON.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-IL_RENTON.dwg; X-PARCEL-INFO.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 10'20' SCALE: 1" = 10' 0' Xref ..\d1059262\dms_deleted.X-DR_RENTON.dwg TALBOT RD S 3 4 STATION 59949 (OB) TIER 1 PSE SECONDARY JUNCTION BOX 1 RENTON SEGMENT ELECTRICAL SITE PLAN ID# 59949 1E1.03 K. NGUYEN A. KING M. MONGRAIN EXISTING PSE SERVICE POLE METRO RAPIDRIDE SHELTER METRO TECH PYLON4 5 1 1 1 2 1 3 1 41 6VALLEY MEDICALCENTER ENTRANCELOCATION MAP S C A R R R D 98TH A V E S TALBOT RD S S 177TH STS 43RD ST ELECTRICAL WIRING SCHEMATIC PSE SERVICE POLE PER PSE PSE SECONDARY JUNCTION BOX #12-3TC, 2-#8, #8G 2-#8, #8G #12-3TC 2-#4 7 F X WIRING SCHEDULE RUN NO. CONDUIT SIZE SHELTER LIGHTS TECH PYLON GROUND SERVICE PULL TAPE REMARKS 1 2" RGS METRO SERVICE 2-#4 2 2" RGS METRO ELEC.#12-3TC 2-#8 #8G 2" RGS METRO ELEC.1 SPARE 3 3/4" RGS METRO ELEC.#12-3TC LABEL CONDUCTORS WITH "SHELTER LIGHTS" 4 1" RGS METRO ELEC.2-#8 #8G LABEL CONDUCTORS WITH "TECH PYLON" 5 1.5" PVC METRO ITS 1 SPARE 6 2" PVC METRO ITS 1 SPARE 7 PER PSE PER PSE OB STATION PANEL: #______ VOLTAGE RATING: 120 VOLTS, 1 PHASE, 2 WIRE BUS RATING: 100 AMPS MAIN BREAKER: 60 AMPS FEED: BOTTOM FAULT CURRENT: ______ AMPS INTERRUPTING CAPACITY: 22,000 AMPS CIRCUIT DESCRIPTION VA CKT BRKR TECH PYLON 84 1 1/20 SHELTER LIGHTS 20 2 1/20 SPACE 3 SPACE 4 SPACE 5 SPACE 6 GFCI 180 7 1/20 CONNECTED LOAD = (84+20+180) = 284 VA = 2.367 AMPS AVERAGE CONTINUOUS LOAD = ((84+20)*1.25+180) = 310 VA = 2.583 AMPS AVERAGE 3. SEE 1S1.19 FOR STATION PLANS AND AMENITIES DETAILS. SEE LIGHTING PLAN 1L1.15 470 R-4214470 GENERAL NOTES CONSTRUCTION NOTES TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY BORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. PROVIDE AND INSTALL 60A, 120V METRO NON-METERED ELECTRICAL SERVICE PEDESTAL. SEE 1E2.01 FOR MOUNTING AND FOUNDATION DETAIL. THE FRONT DOOR OF THE CABINET SHALL BE ORIENTED AS SHOWN BY "F" ON THE PLANS. PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. LABEL JUNCTION BOX "METRO". LEGEND METRO ELECTRICAL SERVICE PEDESTAL JUNCTION BOX TYPE 2 BURIED / CONCEALED CONDUIT METRO BUS SHELTER METRO TECHNOLOGY PYLON F 1 2 3 4 1.THE 60% DESIGN REFLECTS THE ASSUMPTION THAT PSE WILL PROVIDE CONDUIT(S) FROM THE PRIMARY SERVICE POINT TO A SECONDARY SERVICE JUNCTION BOX FOR STATION SERVICE CONNECTIONS PRIOR TO I LINE RAPIDRIDE CONSTRUCTION. 2.HAND DIGGING OR EXCAVATION BY VACTOR MAY BE REQUIRED FOR CONDUIT INSTALLATION IN AREAS WHERE EXISTING UNDERGROUND UTILITIES AND/OR TREE ROOTS ARE PRESENT. F C:\pw_workdir\den003\ext_ak081596\d0601389\1 E1.20.dwg | Layout: 1E1.04PLOTTED: Nov 05, 2021-04:51:17pm By aaronkXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-EL_RENTON.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-LD_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-RDWY_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-BS_Kent.dwg; X-PARCEL-INFO.dwg; X-ITS_KENT.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 10'20' SCALE: 1" = 10' 0' TALBOT RD S (TAL-B-LINE) PSE SECONDARY JUNCTION BOX 4 3 EXISTING PSE UNDERGROUND TRANSFORMER VAULT STATION 60361 (IB) TIER 1 RENTON SEGMENT ELECTRICAL SITE PLAN ID# 60361 1E1.04 K. NGUYEN A. KING M. MONGRAIN METRO RAPIDRIDE SHELTER METRO TECH PYLON 14 1 3 1 2 4 1 1 16 15 WIRING SCHEDULE RUN NO. CONDUIT SIZE SHELTER LIGHTS TECH PYLON GROUND SERVICE PULL TAPE REMARKS 1 2" RGS METRO SERVICE 2-#4 2 2" RGS METRO ELEC.#12-3TC 2-#8 #8G 2" RGS METRO ELEC.1 SPARE 3 3/4" RGS METRO ELEC.#12-3TC LABEL CONDUCTORS WITH "SHELTER LIGHTS" 4 1" RGS METRO ELEC.2-#8 #8G LABEL CONDUCTORS WITH "TECH PYLON" 5 1.5" PVC METRO ITS 1 SPARE 6 2" PVC METRO ITS 1 SPARE 7 PER PSE PER PSE X VALLEY MEDICALCENTER ENTRANCES C A R R R D 98TH A V E S TALBOT RD S S 177TH STS 43RD ST LOCATION MAP 7 ELECTRICAL WIRING SCHEMATIC F #12-3TC 2-#8, #8G2-#4 PER PSE PSE UNDERGROUND TRANSFORMER VAULT PSE SECONDARY JUNCTION BOX #12-3TC, 2-#8, #8G IB STATION PANEL: #______ VOLTAGE RATING: 120 VOLTS, 1 PHASE, 2 WIRE BUS RATING: 100 AMPS MAIN BREAKER: 60 AMPS FEED: BOTTOM FAULT CURRENT: ______ AMPS INTERRUPTING CAPACITY: 22,000 AMPS CIRCUIT DESCRIPTION VA CKT BRKR TECH PYLON 84 1 1/20 SHELTER LIGHTS 20 2 1/20 SPACE 3 SPACE 4 SPACE 5 SPACE 6 GFCI 180 7 1/20 CONNECTED LOAD = (84+20+180) = 284 VA = 2.367 AMPS AVERAGE CONTINUOUS LOAD = ((84+20)*1.25+180) = 310 VA = 2.583 AMPS AVERAGE 3. SEE 1S1.20 FOR STATION PLANS AND AMENITIES DETAILS. 471 R-4214471 GENERAL NOTES CONSTRUCTION NOTES TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY BORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. PROVIDE AND INSTALL 60A, 120V METRO NON-METERED ELECTRICAL SERVICE PEDESTAL. SEE 1E2.01 FOR MOUNTING AND FOUNDATION DETAIL. THE FRONT DOOR OF THE CABINET SHALL BE ORIENTED AS SHOWN BY "F" ON THE PLANS. PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. LABEL JUNCTION BOX "METRO". LEGEND METRO ELECTRICAL SERVICE PEDESTAL JUNCTION BOX TYPE 2 BURIED / CONCEALED CONDUIT METRO BUS SHELTER METRO TECHNOLOGY PYLON F 1 2 3 4 1.THE 60% DESIGN REFLECTS THE ASSUMPTION THAT PSE WILL PROVIDE CONDUIT(S) FROM THE PRIMARY SERVICE POINT TO A SECONDARY SERVICE JUNCTION BOX FOR STATION SERVICE CONNECTIONS PRIOR TO I LINE RAPIDRIDE CONSTRUCTION. 2.HAND DIGGING OR EXCAVATION BY VACTOR MAY BE REQUIRED FOR CONDUIT INSTALLATION IN AREAS WHERE EXISTING UNDERGROUND UTILITIES AND/OR TREE ROOTS ARE PRESENT.C:\pw_workdir\den003\ext_ak081596\d0601389\1 E1.20.dwg | Layout: 1E1.05PLOTTED: Nov 05, 2021-04:51:55pm By aaronkXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-EL_RENTON.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-LD_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-RDWY_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-BS_Kent.dwg; X-PARCEL-INFO.dwg; X-ITS_KENT.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 10'20' SCALE: 1" = 10' 0' SE CARR RD 106TH PL SERENTON SEGMENT ELECTRICAL SITE PLAN ID# 59400 1E1.05 K. NGUYEN A. KING M. MONGRAIN 60% TO BE SUBMITTED AT A LATER DATE ROUTI N G C H A N G E D 472 R-4214472 51+00 52+00 OHP OHP OHP OHP OHP OHP GENERAL NOTES CONSTRUCTION NOTES TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY BORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. PROVIDE AND INSTALL 60A, 120V METRO NON-METERED ELECTRICAL SERVICE PEDESTAL. SEE 1E2.01 FOR MOUNTING AND FOUNDATION DETAIL. THE FRONT DOOR OF THE CABINET SHALL BE ORIENTED AS SHOWN BY "F" ON THE PLANS. PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. LABEL JUNCTION BOX "METRO". LEGEND METRO ELECTRICAL SERVICE PEDESTAL JUNCTION BOX TYPE 2 BURIED / CONCEALED CONDUIT METRO BUS SHELTER METRO TECHNOLOGY PYLON F 1 2 3 4 1.THE 60% DESIGN REFLECTS THE ASSUMPTION THAT PSE WILL PROVIDE CONDUIT(S) FROM THE PRIMARY SERVICE POINT TO A SECONDARY SERVICE JUNCTION BOX FOR STATION SERVICE CONNECTIONS PRIOR TO I LINE RAPIDRIDE CONSTRUCTION. 2.HAND DIGGING OR EXCAVATION BY VACTOR MAY BE REQUIRED FOR CONDUIT INSTALLATION IN AREAS WHERE EXISTING UNDERGROUND UTILITIES AND/OR TREE ROOTS ARE PRESENT.C:\pw_workdir\den003\ext_ak081596\d0601389\1 E1.20.dwg | Layout: 1E1.06PLOTTED: Nov 05, 2021-04:52:26pm By aaronkXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-EL_RENTON.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-LD_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-RDWY_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-BS_Kent.dwg; X-PARCEL-INFO.dwg; X-ITS_KENT.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 10'20' SCALE: 1" = 10' 0' SE CARR RD (CAR-LINE) RENTON SEGMENT ELECTRICAL SITE PLAN ID# 60320 1E1.06 K. NGUYEN A. KING M. MONGRAIN 60% TO BE SUBMITTED AT A LATER DATE ROUTI N G C H A N G E D 473 R-4214473 14+00 15+00 074090-0120 GENERAL NOTES CONSTRUCTION NOTES TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY BORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. PROVIDE AND INSTALL 60A, 120V METRO NON-METERED ELECTRICAL SERVICE PEDESTAL. SEE 1E2.01 FOR MOUNTING AND FOUNDATION DETAIL. THE FRONT DOOR OF THE CABINET SHALL BE ORIENTED AS SHOWN BY "F" ON THE PLANS. PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. LABEL JUNCTION BOX "METRO". LEGEND METRO ELECTRICAL SERVICE PEDESTAL JUNCTION BOX TYPE 2 BURIED / CONCEALED CONDUIT METRO BUS SHELTER METRO TECHNOLOGY PYLON F 1 2 3 4 1.THE 60% DESIGN REFLECTS THE ASSUMPTION THAT PSE WILL PROVIDE CONDUIT(S) FROM THE PRIMARY SERVICE POINT TO A SECONDARY SERVICE JUNCTION BOX FOR STATION SERVICE CONNECTIONS PRIOR TO I LINE RAPIDRIDE CONSTRUCTION. 2.HAND DIGGING OR EXCAVATION BY VACTOR MAY BE REQUIRED FOR CONDUIT INSTALLATION IN AREAS WHERE EXISTING UNDERGROUND UTILITIES AND/OR TREE ROOTS ARE PRESENT.C:\pw_workdir\den003\ext_ak081596\d0601389\1 E1.20.dwg | Layout: 1E1.07PLOTTED: Nov 05, 2021-04:53:03pm By aaronkXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-EL_RENTON.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-LD_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-RDWY_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-BS_Kent.dwg; X-PARCEL-INFO.dwg; X-ITS_KENT.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 10'20' SCALE: 1" = 10' 0' 108TH AVE SESE 180TH ST(108TH-LINE) RENTON SEGMENT ELECTRICAL SITE PLAN ID# 57270 1E1.07 K. NGUYEN A. KING M. MONGRAIN 60% TO BE SUBMITTED AT A LATER DATE ROUTI N G C H A N G E D 474 R-4214474 14+00 15+00 OHPOHPOHPOHPOHPOHPOHPOHPGENERAL NOTES CONSTRUCTION NOTES TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY BORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. PROVIDE AND INSTALL 60A, 120V METRO NON-METERED ELECTRICAL SERVICE PEDESTAL. SEE 1E2.01 FOR MOUNTING AND FOUNDATION DETAIL. THE FRONT DOOR OF THE CABINET SHALL BE ORIENTED AS SHOWN BY "F" ON THE PLANS. PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. LABEL JUNCTION BOX "METRO". LEGEND METRO ELECTRICAL SERVICE PEDESTAL JUNCTION BOX TYPE 2 BURIED / CONCEALED CONDUIT METRO BUS SHELTER METRO TECHNOLOGY PYLON F 1 2 3 4 1.THE 60% DESIGN REFLECTS THE ASSUMPTION THAT PSE WILL PROVIDE CONDUIT(S) FROM THE PRIMARY SERVICE POINT TO A SECONDARY SERVICE JUNCTION BOX FOR STATION SERVICE CONNECTIONS PRIOR TO I LINE RAPIDRIDE CONSTRUCTION. 2.HAND DIGGING OR EXCAVATION BY VACTOR MAY BE REQUIRED FOR CONDUIT INSTALLATION IN AREAS WHERE EXISTING UNDERGROUND UTILITIES AND/OR TREE ROOTS ARE PRESENT.C:\pw_workdir\den003\ext_ak081596\d0601389\1 E1.20.dwg | Layout: 1E1.08PLOTTED: Nov 05, 2021-04:53:33pm By aaronkXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-EL_RENTON.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-LD_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-RDWY_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-BS_Kent.dwg; X-PARCEL-INFO.dwg; X-ITS_KENT.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 10'20' SCALE: 1" = 10' 0' 108TH AVE SE SE 180TH ST(108TH-LINE) RENTON SEGMENT ELECTRICAL SITE PLAN ID# 57290 1E1.08 K. NGUYEN A. KING M. MONGRAIN 60% TO BE SUBMITTED AT A LATER DATE ROUTI N G C H A N G E D 475 R-4214475 30+00 31+00 32+00 C AFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOAFOOHPOHPOHPOHPF GENERAL NOTES CONSTRUCTION NOTES TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY BORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. PROVIDE AND INSTALL 60A, 120V METRO NON-METERED ELECTRICAL SERVICE PEDESTAL. SEE 1E2.01 FOR MOUNTING AND FOUNDATION DETAIL. THE FRONT DOOR OF THE CABINET SHALL BE ORIENTED AS SHOWN BY "F" ON THE PLANS. PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. LABEL JUNCTION BOX "METRO". LEGEND METRO ELECTRICAL SERVICE PEDESTAL JUNCTION BOX TYPE 2 BURIED / CONCEALED CONDUIT METRO BUS SHELTER METRO TECHNOLOGY PYLON F 1 2 3 4 1.THE 60% DESIGN REFLECTS THE ASSUMPTION THAT PSE WILL PROVIDE CONDUIT(S) FROM THE PRIMARY SERVICE POINT TO A SECONDARY SERVICE JUNCTION BOX FOR STATION SERVICE CONNECTIONS PRIOR TO I LINE RAPIDRIDE CONSTRUCTION. 2.HAND DIGGING OR EXCAVATION BY VACTOR MAY BE REQUIRED FOR CONDUIT INSTALLATION IN AREAS WHERE EXISTING UNDERGROUND UTILITIES AND/OR TREE ROOTS ARE PRESENT. EXISTING PSE SERVICE POLE C:\pw_workdir\den003\ext_ak081596\d0601389\1 E1.20.dwg | Layout: 1E1.09PLOTTED: Nov 05, 2021-04:54:11pm By aaronkXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-EL_RENTON.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-LD_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-RDWY_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-BS_Kent.dwg; X-PARCEL-INFO.dwg; X-ITS_KENT.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 10'20' SCALE: 1" = 10' 0' 108TH AVE SE SE 186TH ST(108TH-LINE) PSE SECONDARY JUNCTION BOX 4 3 STATION 57300 (OB) TIER 2 RENTON SEGMENT ELECTRICAL SITE PLAN ID# 57300 1E1.09 K. NGUYEN A. KING M. MONGRAIN 16 14 4 13 METRO RAPIDRIDE SHELTER SEE ITS PLAN 1 I1.22 METRO TECH PYLON 15 1 2 7 11 108TH AVE SESE 186TH STLOCATION MAP SE 187TH PLELECTRICAL WIRING SCHEMATIC F PSE SERVICE POLE PSE SECONDARY JUNCTION BOX PER PSE #12-3TC #12-3TC, 2-#8, #8G 2-#8, #8G 2-#4 WIRING SCHEDULE RUN NO. CONDUIT SIZE SHELTER LIGHTS TECH PYLON GROUND SERVICE PULL TAPE REMARKS 1 2" RGS METRO SERVICE 2-#4 2 2" RGS METRO ELEC.#12-3TC 2-#8 #8G 2" RGS METRO ELEC.1 SPARE 3 3/4" RGS METRO ELEC.#12-3TC LABEL CONDUCTORS WITH "SHELTER LIGHTS" 4 1" RGS METRO ELEC.2-#8 #8G LABEL CONDUCTORS WITH "TECH PYLON" 5 1.5" PVC METRO ITS 1 SPARE 6 2" PVC METRO ITS 1 SPARE 7 PER PSE PER PSE X 16 OB STATION PANEL: #______ VOLTAGE RATING: 120 VOLTS, 1 PHASE, 2 WIRE BUS RATING: 100 AMPS MAIN BREAKER: 60 AMPS FEED: BOTTOM FAULT CURRENT: ______ AMPS INTERRUPTING CAPACITY: 22,000 AMPS CIRCUIT DESCRIPTION VA CKT BRKR TECH PYLON 84 1 1/20 SHELTER LIGHTS 20 2 1/20 SPACE 3 SPACE 4 SPACE 5 SPACE 6 GFCI 180 7 1/20 CONNECTED LOAD = (84+20+180) = 284 VA = 2.367 AMPS AVERAGE CONTINUOUS LOAD = ((84+20)*1.25+180) = 310 VA = 2.583 AMPS AVERAGE 3. SEE 1S1.27 FOR STATION PLANS AND AMENITIES DETAILS. 476 R-4214476 30+00 31+00 32+00 OHPOHPOHPOHPOHPF GENERAL NOTES CONSTRUCTION NOTES TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY BORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. PROVIDE AND INSTALL 60A, 120V METRO NON-METERED ELECTRICAL SERVICE PEDESTAL. SEE 1E2.01 FOR MOUNTING AND FOUNDATION DETAIL. THE FRONT DOOR OF THE CABINET SHALL BE ORIENTED AS SHOWN BY "F" ON THE PLANS. PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. LABEL JUNCTION BOX "METRO". LEGEND METRO ELECTRICAL SERVICE PEDESTAL JUNCTION BOX TYPE 2 BURIED / CONCEALED CONDUIT METRO BUS SHELTER METRO TECHNOLOGY PYLON F 1 2 3 4 1.THE 60% DESIGN REFLECTS THE ASSUMPTION THAT PSE WILL PROVIDE CONDUIT(S) FROM THE PRIMARY SERVICE POINT TO A SECONDARY SERVICE JUNCTION BOX FOR STATION SERVICE CONNECTIONS PRIOR TO I LINE RAPIDRIDE CONSTRUCTION. 2.HAND DIGGING OR EXCAVATION BY VACTOR MAY BE REQUIRED FOR CONDUIT INSTALLATION IN AREAS WHERE EXISTING UNDERGROUND UTILITIES AND/OR TREE ROOTS ARE PRESENT.C:\pw_workdir\den003\ext_ak081596\d0601389\1 E1.20.dwg | Layout: 1E1.10PLOTTED: Nov 05, 2021-04:54:28pm By aaronkXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-EL_RENTON.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-LD_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-RDWY_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-BS_Kent.dwg; X-PARCEL-INFO.dwg; X-ITS_KENT.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 10'20' SCALE: 1" = 10' 0' 108TH AVE SE SE 186TH ST(108TH-LINE) PSE SECONDARY JUNCTION BOX 3 4 EXISTING PSE SERVICE POLE STATION 57260 (IB) TIER 2 RENTON SEGMENT ELECTRICAL SITE PLAN ID# 57260 1E1.10 K. NGUYEN A. KING M. MONGRAIN SEE ITS PLAN 1 I1.22 11 METRO TECH PYLON METRO RAPIDRIDE SHELTER 12 1 3 14 15 7 108TH AVE SESE 186TH STLOCATION MAP SE 187TH PLELECTRICAL WIRING SCHEMATIC PSE SERVICE POLE F 2-#4 #12-3TC, 2-#8, #8G #12-3TC2-#8, #8G PSE SECONDARY JUNCTION BOX PER PSE WIRING SCHEDULE RUN NO. CONDUIT SIZE SHELTER LIGHTS TECH PYLON GROUND SERVICE PULL TAPE REMARKS 1 2" RGS METRO SERVICE 2-#4 2 2" RGS METRO ELEC.#12-3TC 2-#8 #8G 2" RGS METRO ELEC.1 SPARE 3 3/4" RGS METRO ELEC.#12-3TC LABEL CONDUCTORS WITH "SHELTER LIGHTS" 4 1" RGS METRO ELEC.2-#8 #8G LABEL CONDUCTORS WITH "TECH PYLON" 5 1.5" PVC METRO ITS 1 SPARE 6 2" PVC METRO ITS 1 SPARE 7 PER PSE PER PSE X 16 IB STATION PANEL: #______ VOLTAGE RATING: 120 VOLTS, 1 PHASE, 2 WIRE BUS RATING: 100 AMPS MAIN BREAKER: 60 AMPS FEED: BOTTOM FAULT CURRENT: ______ AMPS INTERRUPTING CAPACITY: 22,000 AMPS CIRCUIT DESCRIPTION VA CKT BRKR TECH PYLON 84 1 1/20 SHELTER LIGHTS 20 2 1/20 SPACE 3 SPACE 4 SPACE 5 SPACE 6 GFCI 180 7 1/20 CONNECTED LOAD = (84+20+180) = 284 VA = 2.367 AMPS AVERAGE CONTINUOUS LOAD = ((84+20)*1.25+180) = 310 VA = 2.583 AMPS AVERAGE 3. SEE 1S1.28 FOR STATION PLANS AND AMENITIES DETAILS. 477 R-4214477 30+00 31+00 32+00 OHPOHPOHPOHPOHPF GENERAL NOTES CONSTRUCTION NOTES TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY BORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. PROVIDE AND INSTALL 60A, 120V METRO NON-METERED ELECTRICAL SERVICE PEDESTAL. SEE 1E2.01 FOR MOUNTING AND FOUNDATION DETAIL. THE FRONT DOOR OF THE CABINET SHALL BE ORIENTED AS SHOWN BY "F" ON THE PLANS. PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. LABEL JUNCTION BOX "METRO". LEGEND METRO ELECTRICAL SERVICE PEDESTAL JUNCTION BOX TYPE 2 BURIED / CONCEALED CONDUIT METRO BUS SHELTER METRO TECHNOLOGY PYLON F 1 2 3 4 1.THE 60% DESIGN REFLECTS THE ASSUMPTION THAT PSE WILL PROVIDE CONDUIT(S) FROM THE PRIMARY SERVICE POINT TO A SECONDARY SERVICE JUNCTION BOX FOR STATION SERVICE CONNECTIONS PRIOR TO I LINE RAPIDRIDE CONSTRUCTION. 2.HAND DIGGING OR EXCAVATION BY VACTOR MAY BE REQUIRED FOR CONDUIT INSTALLATION IN AREAS WHERE EXISTING UNDERGROUND UTILITIES AND/OR TREE ROOTS ARE PRESENT. 108TH AVE SESE 186TH STLOCATION MAP SE 187TH PLSERVICE CABINET TRAFFIC SIGNAL CABINET C:\pw_workdir\den003\ext_ak081596\d0601389\1 E1.20.dwg | Layout: 1E1.10APLOTTED: Nov 05, 2021-04:55:06pm By aaronkXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-EL_RENTON.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-LD_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-RDWY_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-BS_Kent.dwg; X-PARCEL-INFO.dwg; X-ITS_KENT.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 10'20' SCALE: 1" = 10' 0' 108TH AVE SE SE 186TH ST(108TH-LINE) EXISTING PSE SERVICE POLE NEW SIGNAL SERVICE CABINET, SEE SIGNAL PLAN FOR DETAILS RENTON SEGMENT ELECTRICAL SITE PLAN 108TH AVE SE & SE 186TH ST 1E1.10A K. NGUYEN A. KING M. MONGRAIN 11 SERVICE WIRING SCHEMATIC PSE SERVICE POLE 3-#3/0 WIRING SCHEDULE RUN NO. CONDUIT SIZE SHELTER LIGHTS TECH PYLON GROUND SERVICE PULL TAPE REMARKS 1 2" PVC PSE SERVICE 3-#3/0 X SERVICE PANEL LOCATION: 108TH AVE SE AND SE 186TH ST 120/240 V 1 PHASE 3 WIRE 22K AIC POWER SOURCE: PSE SERVICE POLE 200 AMP MAIN BREAKER NO.AMP.POLES KVA CIRCUIT DESCRIPTION NO.AMP.POLES KVA CIRCUIT DESCRIPTION 1 40 1 X.X HAWK SIGNAL 2 20 2 X.X INTERSECTION LIGHTING 3 20 2 X.X PEDESTRIAN LIGHTING 4 5 6 7 8 9 10 11 12 CONTINUOUS LOAD:X.X TOTAL LOAD:X.X SEE SIGNAL PLAN 1TS1.12A SEE LIGHTING PLAN 1L1.22 SEE SIGNAL PLAN 1TS1.12A 3. SEE 1TS1.12 FOR SIGNAL PLANS AND DETAILS. 478 R-4214478 OHPOHPOHPF OHPOHPOHPCGENERAL NOTES CONSTRUCTION NOTES TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY BORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. PROVIDE AND INSTALL 60A, 120V METRO NON-METERED ELECTRICAL SERVICE PEDESTAL. SEE 1E2.01 FOR MOUNTING AND FOUNDATION DETAIL. THE FRONT DOOR OF THE CABINET SHALL BE ORIENTED AS SHOWN BY "F" ON THE PLANS. PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. LABEL JUNCTION BOX "METRO". LEGEND METRO ELECTRICAL SERVICE PEDESTAL JUNCTION BOX TYPE 2 BURIED / CONCEALED CONDUIT METRO BUS SHELTER METRO TECHNOLOGY PYLON F 1 2 3 4 1.THE 60% DESIGN REFLECTS THE ASSUMPTION THAT PSE WILL PROVIDE CONDUIT(S) FROM THE PRIMARY SERVICE POINT TO A SECONDARY SERVICE JUNCTION BOX FOR STATION SERVICE CONNECTIONS PRIOR TO I LINE RAPIDRIDE CONSTRUCTION. 2.HAND DIGGING OR EXCAVATION BY VACTOR MAY BE REQUIRED FOR CONDUIT INSTALLATION IN AREAS WHERE EXISTING UNDERGROUND UTILITIES AND/OR TREE ROOTS ARE PRESENT. STATION 57310 (IB) TIER 1 108TH AVE SE SE 192ND STC:\pw_workdir\den003\ext_ak081596\d0601389\1 E1.20.dwg | Layout: 1E1.11PLOTTED: Nov 05, 2021-04:55:37pm By aaronkXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-LEGEND.dwg; X-ROW_PROP.dwg; X-EL_RENTON.dwg; X-DR_RENTON.dwg; X-IL_RENTON.dwg; X-ITS_RENTON.dwg; X-LD_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-RDWY_RENTON.dwg; 18229-SV-ROW.dwg; 18229-SV-BS_Kent.dwg; X-PARCEL-INFO.dwg; X-ITS_KENT.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 10'20' SCALE: 1" = 10' 0' PSE SECONDARY JUNCTION BOX 3 4 EXISTING PSE SERVICE POLE RENTON SEGMENT ELECTRICAL SITE PLAN ID# 57310 1E1.11 K. NGUYEN A. KING M. MONGRAIN 4 1 1 12 METRO RAPIDRIDE SHELTER METRO TECH PYLON 1614 1 5 7 108TH AVE SESE 192ND STLOCATION MAP 107TH AVE SESE 190TH PLELECTRICAL SERVICE SCHEMATIC F PER PSE PSE SECONDARY JUNCTION BOX #12-3TC, 2-#8, #8G #12-3TC2-#8, #8G 2-#4 PSE SERVICE POLE WIRING SCHEDULE RUN NO. CONDUIT SIZE SHELTER LIGHTS TECH PYLON GROUND SERVICE PULL TAPE REMARKS 1 2" RGS METRO SERVICE 2-#4 2 2" RGS METRO ELEC.#12-3TC 2-#8 #8G 2" RGS METRO ELEC.1 SPARE 3 3/4" RGS METRO ELEC.#12-3TC LABEL CONDUCTORS WITH "SHELTER LIGHTS" 4 1" RGS METRO ELEC.2-#8 #8G LABEL CONDUCTORS WITH "TECH PYLON" 5 1.5" PVC METRO ITS 1 SPARE 6 2" PVC METRO ITS 1 SPARE 7 PER PSE PER PSE X 13IB STATION PANEL: #______ VOLTAGE RATING: 120 VOLTS, 1 PHASE, 2 WIRE BUS RATING: 100 AMPS MAIN BREAKER: 60 AMPS FEED: BOTTOM FAULT CURRENT: ______ AMPS INTERRUPTING CAPACITY: 22,000 AMPS CIRCUIT DESCRIPTION VA CKT BRKR TECH PYLON 84 1 1/20 SHELTER LIGHTS 20 2 1/20 SPACE 3 SPACE 4 SPACE 5 SPACE 6 GFCI 180 7 1/20 CONNECTED LOAD = (84+20+180) = 284 VA = 2.367 AMPS AVERAGE CONTINUOUS LOAD = ((84+20)*1.25+180) = 310 VA = 2.583 AMPS AVERAGE SEE LIGHTING PLAN 1L1.23 3. SEE 1S1.29 FOR STATION PLANS AND AMENITIES DETAILS. 479 R-4214479 MORRIS AVE SPL PL PL PLPL PL PL PL PL PLPLPL PL PL PL PLPLPL PL PL PL PL PLPLPL PL PL PL PLPLPL PL PL PL PLPLPL PL PL PL PL PLPLPL PL PLvv C 784180-0005 GENERAL NOTES CONSTRUCTION NOTES TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY BORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. PROVIDE AND INSTALL 60A, 120V METRO NON-METERED ELECTRICAL SERVICE PEDESTAL. SEE 1E2.01 FOR MOUNTING AND FOUNDATION DETAIL. THE FRONT DOOR OF THE CABINET SHALL BE ORIENTED AS SHOWN BY "F" ON THE PLANS. PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. LABEL JUNCTION BOX "METRO". LEGEND METRO ELECTRICAL SERVICE PEDESTAL JUNCTION BOX TYPE 2 BURIED / CONCEALED CONDUIT METRO BUS SHELTER METRO TECHNOLOGY PYLON F 1 2 3 4 1.THE 60% DESIGN REFLECTS THE ASSUMPTION THAT PSE WILL PROVIDE CONDUIT(S) FROM THE PRIMARY SERVICE POINT TO A SECONDARY SERVICE JUNCTION BOX FOR STATION SERVICE CONNECTIONS PRIOR TO I LINE RAPIDRIDE CONSTRUCTION. 2.HAND DIGGING OR EXCAVATION BY VACTOR MAY BE REQUIRED FOR CONDUIT INSTALLATION IN AREAS WHERE EXISTING UNDERGROUND UTILITIES AND/OR TREE ROOTS ARE PRESENT.C:\pw_workdir\den003\ext_ak081596\d0601389\1 E1.30.dwg | Layout: 1E1.12PLOTTED: Nov 05, 2021-04:56:18pm By aaronkXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-LEGEND.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ROW_PROP.dwg; X-EL_RENTON.dwg; 18229-SV-ROW.dwg; X-SIGNAL_RENTON.dwg; X-ROW_RENTON.dwg; X-ITS_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-RDWY_RENTON.dwg; X-IL_RENTON.dwg; X-LD_RENTON.dwg; dms_deleted.X-DR_RENTON.dwg; X-ALIGN.dwg; X-PARCEL-INFO.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 10'20' SCALE: 1" = 10' 0'MORRIS AVE SS 2ND ST 1 1 EXISTING PSE UNDERGROUND TRANSFORMER VAULT NEW SIGNAL SERVICE CABINET, SEE SIGNAL PLAN FOR DETAILS RENTON SEGMENT ELECTRICAL SITE PLAN S 2ND ST & MORRIS AVE S 1E1.12 K. NGUYEN A. KING M. MONGRAIN WIRING SCHEDULE RUN NO. CONDUIT SIZE SHELTER LIGHTS TECH PYLON GROUND SERVICE PULL TAPE REMARKS 1 2" PVC PSE SERVICE 3-#3/0 X SERVICE WIRING SCHEMATIC SERVICE CABINET SERVICE PANEL LOCATION: S 2ND ST AND MORRIS AVE S 120/240 V 1 PHASE 3 WIRE 22K AIC POWER SOURCE: PSE UNDERGROUND TRANSFORMER VAULT 200 AMP MAIN BREAKER NO.AMP.POLES KVA CIRCUIT DESCRIPTION NO.AMP.POLES KVA CIRCUIT DESCRIPTION 1 40 1 X.X TRAFFIC SIGNAL 2 20 2 X.X INTERSECTION LIGHTING 3 4 5 6 7 8 9 10 11 12 CONTINUOUS LOAD:X.X TOTAL LOAD:X.X TRAFFIC SIGNAL CABINET PSE UNDERGROUND TRANSFORMER VAULT 3-#3/0 SEE SIGNAL PLAN 1TS1.02B SEE SIGNAL PLAN 1TS1.02B 3. SEE 1TS1.02 FOR SIGNAL PLANS AND DETAILS. 480 R-4214480 GENERAL NOTES CONSTRUCTION NOTES TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY BORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. PROVIDE AND INSTALL 60A, 120V METRO NON-METERED ELECTRICAL SERVICE PEDESTAL. SEE 1E2.01 FOR MOUNTING AND FOUNDATION DETAIL. THE FRONT DOOR OF THE CABINET SHALL BE ORIENTED AS SHOWN BY "F" ON THE PLANS. PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. LABEL JUNCTION BOX "METRO". LEGEND METRO ELECTRICAL SERVICE PEDESTAL JUNCTION BOX TYPE 2 BURIED / CONCEALED CONDUIT METRO BUS SHELTER METRO TECHNOLOGY PYLON F 1 2 3 4 1.THE 60% DESIGN REFLECTS THE ASSUMPTION THAT PSE WILL PROVIDE CONDUIT(S) FROM THE PRIMARY SERVICE POINT TO A SECONDARY SERVICE JUNCTION BOX FOR STATION SERVICE CONNECTIONS PRIOR TO I LINE RAPIDRIDE CONSTRUCTION. 2.HAND DIGGING OR EXCAVATION BY VACTOR MAY BE REQUIRED FOR CONDUIT INSTALLATION IN AREAS WHERE EXISTING UNDERGROUND UTILITIES AND/OR TREE ROOTS ARE PRESENT.PLPL PL PLPL PL PLPLPL PL PLPL PL PLPLPL PL PLPL CC:\pw_workdir\den003\ext_ak081596\d0601389\1 E1.30.dwg | Layout: 1E1.13PLOTTED: Nov 05, 2021-04:56:52pm By aaronkXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-LEGEND.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ROW_PROP.dwg; X-EL_RENTON.dwg; 18229-SV-ROW.dwg; X-SIGNAL_RENTON.dwg; X-ROW_RENTON.dwg; X-ITS_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-RDWY_RENTON.dwg; X-IL_RENTON.dwg; X-LD_RENTON.dwg; dms_deleted.X-DR_RENTON.dwg; X-ALIGN.dwg; X-PARCEL-INFO.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 10'20' SCALE: 1" = 10' 0'SHATTUCK AVE SS 2ND S T 11 EXISTING PSE UNDERGROUND TRANSFORMER VAULT RENTON SEGMENT ELECTRICAL SITE PLAN S 2ND ST & SHATTUCK AVE S 1E1.13 K. NGUYEN A. KING M. MONGRAIN NEW SIGNAL SERVICE CABINET, SEE SIGNAL PLAN FOR DETAILS SERVICE WIRING SCHEMATIC PSE UNDERGROUND TRANSFORMER VAULT TRAFFIC SIGNAL CABINET SERVICE CABINET 3-#3/0 WIRING SCHEDULE RUN NO. CONDUIT SIZE SHELTER LIGHTS TECH PYLON GROUND SERVICE PULL TAPE REMARKS 1 2" PVC PSE SERVICE 3-#3/0 X SERVICE PANEL LOCATION: SHATTUCK AVE S AND S 2ND ST 120/240 V 1 PHASE 3 WIRE 22K AIC POWER SOURCE: PSE UNDERGROUND TRANSFORMER VAULT 200 AMP MAIN BREAKER NO.AMP.POLES KVA CIRCUIT DESCRIPTION NO.AMP.POLES KVA CIRCUIT DESCRIPTION 1 40 1 X.X TRAFFIC SIGNAL 2 20 2 X.X INTERSECTION LIGHTING 3 4 5 6 7 8 9 10 11 12 CONTINUOUS LOAD:X.X TOTAL LOAD:X.X SEE SIGNAL PLAN 1TS1.03A SEE SIGNAL PLAN 1TS1.03A 3. SEE 1TS1.03 FOR SIGNAL PLANS AND DETAILS. 481 R-4214481 GENERAL NOTES CONSTRUCTION NOTES TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY BORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. PROVIDE AND INSTALL 60A, 120V METRO NON-METERED ELECTRICAL SERVICE PEDESTAL. SEE 1E2.01 FOR MOUNTING AND FOUNDATION DETAIL. THE FRONT DOOR OF THE CABINET SHALL BE ORIENTED AS SHOWN BY "F" ON THE PLANS. PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. LABEL JUNCTION BOX "METRO". LEGEND METRO ELECTRICAL SERVICE PEDESTAL JUNCTION BOX TYPE 2 BURIED / CONCEALED CONDUIT METRO BUS SHELTER METRO TECHNOLOGY PYLON F 1 2 3 4 1.THE 60% DESIGN REFLECTS THE ASSUMPTION THAT PSE WILL PROVIDE CONDUIT(S) FROM THE PRIMARY SERVICE POINT TO A SECONDARY SERVICE JUNCTION BOX FOR STATION SERVICE CONNECTIONS PRIOR TO I LINE RAPIDRIDE CONSTRUCTION. 2.HAND DIGGING OR EXCAVATION BY VACTOR MAY BE REQUIRED FOR CONDUIT INSTALLATION IN AREAS WHERE EXISTING UNDERGROUND UTILITIES AND/OR TREE ROOTS ARE PRESENT. C 192305-9032 C:\pw_workdir\den003\ext_ak081596\d0601389\1 E1.30.dwg | Layout: 1E1.14PLOTTED: Nov 05, 2021-04:57:44pm By aaronkXREFS: X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-TOPO.dwg; X-LEGEND.dwg; X-STATION_RENTON.dwg; 18229-SV-BS_Renton.dwg; X-ROW_PROP.dwg; X-EL_RENTON.dwg; 18229-SV-ROW.dwg; X-SIGNAL_RENTON.dwg; X-ROW_RENTON.dwg; X-ITS_RENTON.dwg; X-SN-CHANN_RENTON.dwg; X-RDWY_RENTON.dwg; X-IL_RENTON.dwg; X-LD_RENTON.dwg; dms_deleted.X-DR_RENTON.dwg; X-ALIGN.dwg; X-PARCEL-INFO.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER 10'20' SCALE: 1" = 10' 0' S GRADY WAY SHATTUCK AVE SEXISTING PSE UNDERGROUND TRANSFORMER VAULT NEW SIGNAL SERVICE CABINET, SEE SIGNAL PLAN FOR DETAILS RENTON SEGMENT ELECTRICAL SITE PLAN S GRADY WAY & SHATTUCK AVE S 1E1.14 K. NGUYEN A. KING M. MONGRAIN 1 SERVICE WIRING SCHEMATIC SERVICE CABINET TRAFFIC SIGNAL CABINET 3-#3/0 S GRADY WAY 1 2 2 PSE UNDERGROUND TRANSFORMER VAULT WIRING SCHEDULE RUN NO. CONDUIT SIZE SHELTER LIGHTS TECH PYLON GROUND SERVICE PULL TAPE REMARKS 1 2" PVC PSE SERVICE 3-#3/0 X SERVICE PANEL LOCATION: SHATTUCK AVE S & S GRADY WAY 120/240 V 1 PHASE 3 WIRE 22K AIC POWER SOURCE: PSE UNDERGROUND TRANSFORMER VAULT 200 AMP MAIN BREAKER NO.AMP.POLES KVA CIRCUIT DESCRIPTION NO.AMP.POLES KVA CIRCUIT DESCRIPTION 1 40 1 X.X TRAFFIC SIGNAL 2 20 2 X.X INTERSECTION LIGHTING 3 20 2 X.X STREET LIGHTING 4 5 6 7 8 9 10 11 12 CONTINUOUS LOAD:X.X TOTAL LOAD:X.X SEE SIGNAL PLAN 1TS1.05 SEE LIGHTING PLAN 1L1.06 SEE SIGNAL PLAN 1TS1.05 3. SEE 1TS1.05 FOR SIGNAL PLANS AND DETAILS. 482 R-4214482 C:\pw_workdir\den003\jeg_ex-nguyek2\d0601389\1 E2.01.dwg | Layout: 1E2.01PLOTTED: Nov 17, 2021-03:15:20pm By kxnXREFS: KCMTD-BORDER_2020.dwg; X-LEGEND.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER RENTON SEGMENT METRO POWER PEDESTAL DETAILS 1E2.01 K. NGUYEN A. KING M. MONGRAIN   SCALE: POWER PEDESTAL DETAIL NTS 1 2W MAIN 60A SHELTER LIGHTING POWER PEDESTAL 120 VAC 20A24" MINIMUMGRADE SERVICE CONDUIT LOAD CONDUITS CONCRETE FOUNDATION (CLASS 3000) GROUND ROD 3/4" X 120" COPPER-CLAD WITH GROUND CLAMP. A SECOND GROUND ROD SHALL BE INSTALLED A MINIMUM OF 8'-0" AWAY IN A GROUND ROD HANDHOLE AS PER CITY OF SEATTLE STANDARD PLAN NO 550b. COORDINATE WITH ELECTRICAL INSPECTOR FOR LOCATION. INSTALL 3/4" RGS CONDUIT WITH #6 GROUND CONDUCTOR BETWEEN CABINET FOUNDATION AND GROUND ROD HANDHOLE.42"(4)1 2"x6" WEDGE/KWIK BOLT 8"3"DEAD FRONT 12" LOADLINE8"1'-0"8"4" 1'-0" EDGE OF POWER PEDESTAL FOUNDATION 1" (TYP.)1" (TYP.) 45° 2" (TYP.)2" (TYP.) PLAN VIEW FRONT VIEW SIDE VIEW 1 20A GFCI 20A SPARE 20A SPARE 20A SPARE 20A SHELTER LIGHTING (TIER 1L STATION)/SPARE CKT #1 N G TECH PYLON20A CKT #2 CKT #3 CKT #4 CKT #5 CKT #6 CKT #7 1.ANCHOR BOLT SPACING PROVIDED BY MANUFACTURER. 2.SERVICE ENTRANCE CONDUIT SHALL BE 2 INCHES OR SMALLER AS REQUIRED BY SERVICE CONDUCTORS. GENERAL NOTES SCALE: ONE LINE DIAGRAM DETAIL NTS 2 4-#4 VERTICAL AND 3-#4 HORIZONTAL REBARS 2"2"1'-4" 2"2" FOUNDATION 1" CHAMFER 483 R-4214483 C:\pw_workdir\den003\ext_ak081596\d0601389\1 E2.01.dwg | Layout: 1E2.02PLOTTED: Nov 03, 2021-12:13:12pm By aaronkXREFS: KCMTD-BORDER_2020.dwg; X-LEGEND.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER RENTON SEGMENT SHELTER LIGHTING POWER ENCLOSURE DETAILS 1E2.02 K. NGUYEN A. KING M. MONGRAIN LFMC CONDUIT HUB 24V DC CONDUCTORS FOR MAP FRAME LIGHTING CONDUIT SUPPORT, TYP 120V AC CONDUCTORS UP TO PHOTO CELL PHOTOCELL 4" SQUARE BOX WITH WEATHERPROOF COVER DIN RAIL MOUNTED 24 V TERMINAL BLOCKS 4" SQUARE WEATHERPROOF JUNCTION BOX FOR CANOPY 24V POWER CONNECTIONS TO CANOPY LIGHTING 24V DC CONDUCTORS FOR CANOPY UP AND DOWN LIGHTS DIN RAIL MOUNTED 120 V TERMINAL BLOCKS LED DIMMMING MODULE FOR UP LIGHTS 3/4" LFMC UP TO JUNCTION BOX AT CANOPY 3/4" LFMC UP TO MAP FRAME LED DIMMMING MODULE FOR DOWN LIGHTS 3/4" LFMC UP TO PHOTOCELL 14" X 18" X 4" NEMA 3R CANOPY LIGHTING POWER ENCLOSURE #4 AWG COPPER BONDING JUMPER BONDED TO STRUCTURAL STEEL AND FOUNDATION REBAR, ROUTED TO GROUND ELECTRODE AT SERVICE CABINET GROUND BAR 3/4" RGS CONDUIT FROM SERVICE PEDESTAL 120V CONDUCTORS FOR LIGHTING AND FUTURE TRIP PLANNER 24V LED POWER SUPPLY, TYP OF 2 1.5" PVC CONDUIT FROM COMMUNICATIONS CABINET. STUBBED AND CAPPED LIQUID TIGHT CONDUIT HUB ELECTRICAL POWER CONDUIT MUST BE CLOSEST TO WEBBING. SEE SHELTER BONDING JUMPER EXOTHERMICALLY WELDED TO STRUCTURAL STEEL FOUNDATION DETAILS FOR CONDUIT STUB ORIENTATION. SCALE: SHELTER LIGHT POWER - ELEVATION DETAIL 1" = 1'-0" 1 SCALE: SHELTER LIGHT POWER ENCLOSURE DETAIL 6" = 1'-0" 2 484 R-4214484 C:\pw_workdir\den003\ext_ak081596\d0601389\1 E2.01.dwg | Layout: 1E2.03PLOTTED: Nov 03, 2021-12:13:14pm By aaronkXREFS: KCMTD-BORDER_2020.dwg; X-LEGEND.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER RENTON SEGMENT WIRING DETAILS TECH PYLON WITH CRADLEPOINT - SIDE VIEW 1E2.03 M. POWERS X. LIU M. MONGRAIN 1 12" = 1'-0" SCALE ETHERNET DC POWER AC POWER AUDIO CABLE ANTENNA CABLE (COAX) SAFTP Y CABLE DECORATIVE LIGHT D DB15 CONNECTOR CABLE E P O F 1" CONDUIT 12" CONDUIT (TYP.) B C A 1'- 5 18" 1'- 5 8" DIN RAIL G MULTIPOINT LOCKING SYSTEM ITEM A F C B DESCRIPTION O REAL TIME INFORMATION SIGN 6-OUTLET SURGE PROTECTOR, TRIPP LITE ISOBAR6ULTRA (OR APPROVED EQUAL) SAFTP (ORCA READER) TEXT TO SPEECH BUTTON/SPEAKER CABLE/WIRE TYPE AC POWER CAT5E, AC POWER EQUIPMENT SUPPLIED BY METRO METRO CRADLEPOINT, IBR 900-600M EQUIPMENT INSTALLED BY ANTENNA CABLE (COAX)CONTRACTOR CRADLEPOINT IBR 900-600M DIN POWER SUPPLY, TDK LAMBDA DRF120-24-1 24VDC/5A AC POWER, DC POWER METROP METRO CAT5E, AUDIO CABLE CONTRACTOR LED POWER SUPPLY AC POWER, DC POWER SHELTER MANUFACTURER CONTRACTOR CONTRACTOR M G AC POWER DUPLEX GALVANIZED STEEL J-BOX WITH GFCI OUTLET, HUBBELL GF20WLA 120VAC OR APPROVED EQUAL (OR APPROVED EQUAL) CONTRACTOR CONTRACTOR LED DIMMER, SOLID APOLLO'S MANUAL LEDWIZARD DC POWER SHELTER MANUFACTURER CONTRACTORN CONTRACTOR CONTRACTOR CONTRACTOR H TEMPERATURE CONTROL SWITCH, HOFFMAN ATEMNO 264724 PLATT (OR APPROVED EQUAL)AC POWER, DC POWER CONTRACTORCONTRACTOR D ANTENNA, 5 PORT GNSS, MULTIBAND LOW PROFILE, PCTEL ANTENNA CABLE (COAX)CONTRACTORMETRO E PHOTOCONTROL METAL STEM MOUNT, INTERMATIC EK4036S (OR APPROVED EQUAL)AC POWER CONTRACTOR RTIS POWER SUPPLY AC POWER, DC POWER CONTRACTORK ORCA POWER SUPPLY CONTRACTORL METRO METRO EQUIPMENT SCHEDULE CONTRACTOR Y CABLE WITH D-SUB CONNECTOR SHELTER MANUFACTURER SHELTER MANUFACTURERJINTAKE VENT WITH FILTER, HOFFMAN AVK44 NA COOLING FAN, MECHATRONICS MS1238M-H DC POWERI NOTE: ALL DEVICES WITHIN TECH PYLON MUST BE UL LISTED. METRO NEMA BOX H I K N M DIN RAIL L DIN RAIL 11 2 2 J 1 PERFORATED METAL UTILITY SHELF (FURNISHED WITH NEMA BOX) LEGEND SHELTER MANUFACTURER SHELTER MANUFACTURER ILLUMINATED SIGN (OWNER FURNISHED, CONTRACTOR INSTALLED) SAFTP Y CABLE SHELTER MANUFACTURER 1.5" CONDUIT 2" CONDUIT 1" CONDUIT 3'-38"GENERAL NOTES 1.SEE DWG 1E2.04 FOR STATION SCHEDULE. 2.DETAILS FOR WIRING OF TECHNOLOGY AND LIGHTING EQUIPMENT. REFER TO KCM RAPIDRIDE 2 KIT OF PARTS ASSEMBLY MANUAL FOR TECHNOLOGY PYLON AND NEMA CABINET INSTALLATION. 1 2 PHOTO SENSOR CONTROLLED OUTLET (RED) FOR LED LIGHTING. WIRE PHOTOCONTROL TO BACK OF OUTLET. MOUNT CONDUIT SUPPORT BRACING TO TECH PYLON SUPPORT RING. CONSTRUCTION NOTES R ERSGEITE D 485 R-4214485 C:\pw_workdir\den003\ext_ak081596\d0601389\1 E2.01.dwg | Layout: 1E2.04PLOTTED: Nov 03, 2021-12:13:17pm By aaronkXREFS: KCMTD-BORDER_2020.dwg; X-LEGEND.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER RENTON SEGMENT WIRING DETAILS TECH PYLON WITH CRADLEPOINT - BACK VIEW 1E2.04 M. POWERS X. LIU M. MONGRAIN 1 12" = 1'-0" SCALE E D DIN RAIL NEMA BOX HE D P N J C 11- 12" B I F MULTIPOINT LOCKING SYSTEMO M K G L DIN RAIL GENERAL NOTES 1.SEE DWG 1E2.03 FOR EQUIPMENT SCHEDULE, CONSTRUCTION NOTES, AND WIRING SCHEMATIC. 2.DETAILS FOR WIRING OF TECHNOLOGY AND LIGHTING EQUIPMENT. REFER TO KCM RAPIDRIDE 2 KIT OF PARTS ASSEMBLY MANUAL FOR TECHNOLOGY PYLON AND NEMA CABINET INSTALLATION. 2 2 SHEET # 1E1.01 ZONE LOCATION STATION SCHEDULE 1E1.02 1E1.03 59841 55936 59949 S GRADY WAY & TALBOT RD S (IB) S GRADY WAY & TALBOT RD S (OB) TALBOT RD S & S CARR RD (OB) PERFORATED METAL UTILITY SHELF 1E1.04 60361 TALBOT RD S & S CARR RD (IB) 1E1.05 TBD TBD 1E1.06 TBD TBD 1E1.07 TBD TBD 1E1.08 TBD TBD 1E1.09 57300 108TH AVE SE & SE 186TH ST (OB) 1E1.10 57260 108TH AVE SE & SE 186TH ST (IB) 2E1.11 57400 108TH AVE SE & SE 192ND ST (IB)3'-38"R ERSGEITE D 486 R-4214486 PLANTING ABBREVIATIONS SIZE/REMARKSSCIENTIFIC/COMMON NAMEQTYSYM PLANTING SCHEDULE SHRUB & GROUNDCOVER MIX 2 Lonicera pileata / BOX-LEAF HONEYSUCKLE Berberis thunbergii 'Concorde' / CONCORDE BARBERRY Polystichum munitum / WESTERN SWORD FERN Carex testacea / ORANGE SEDGE 2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED 50 SF DETAILSITEMQTYSYM SEED / MULCH PLANTING SCHEDULE 7,450 SF SEED LAWN INSTALLATION 4" DEPTH BARK MULCH SURFACING TREES Amelanchier laevis / ALLEGHENY SERVICEBERRY Carpinus betulus 'Fastigiata' / COLUMNAR HORNBEAM Ginkgo biloba 'Autumn Gold' / AUTUMN GOLD GINKGO 2.5" CAL; B&B; FULL, WELL BRANCHED & WELL ROOTED; STRAIGHT CENTRAL LEADER & SINGLE TRUNK; SYMMETRICAL BRANCHING HABIT; MIN 6' BRANCH HT LEGEND 8 13 8 4,087 SF Maackia amurensis / AMUR MAACKIA9 DETAILS 2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED 2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED SHRUB & GROUNDCOVER MIX 1 Viburnum davidii / DAVID VIBURNUM Spiraea japonica 'Walbuma' / MAGIC CARPET SPIREA Polystichum munitum / WESTERN SWORD FERN Helictotrichon sempervirens / BLUE OAT GRASS 2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED 3,639 SF %PERCENT &AND @ AT B&B BALLED AND BURLAPPED CAL CALIPER ℄CENTER LINE CONT CONTAINER CY CUBIC YARD DIA DIAMETER DWG(S)DRAWING(S) ENG ENGINEER EX EXISTING GAL GALLON HT HEIGHT MAX MAXIMUM MIN MINIMUM NTS NOT TO SCALE OC ON CENTER QTY QUANTITY SF SQUARE FOOT SPEC(S) SPECIFICATIONS SYM SYMBOL TYP TYPICAL W/WITH #NUMBER EXISTING TREE - SEE SITE PREPARATION PLANS FOR TREE PROTECTION AND EXISTING TREES TO BE REMOVED PLANTING NOTES 1.ANY DISCREPANCIES W/ THE DWGS AND/OR SPECS & SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF ENGINEER PRIOR TO PROCEEDING W/ 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. 4.LANDSCAPE PLANTING AND RESTORATION WORK SHALL MEET AND MATCH EXISTING LANDSCAPE W/ A SMOOTH TRANSITION. 2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED 2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED Malus 'Schmidtcutleaf' / GOLDEN RAINDROPS CRABAPPLE Parrotia persica 'Vanessa' / VANESSA PERSIAN IRONWOOD 6 10 Quercus rubra / RED OAK12 Pinus nigra / AUSTRIAN PINE9 2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED 2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED SHRUB & GROUNDCOVER MIX 3 Rosa rugosa 'Hansa' / HANSA RUGOSA ROSE Symphoricarpos albus / SNOWBERRY Polystichum munitum / WESTERN SWORD FERN Mahonia repens / CREEPING OREGON GRAPE 2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED 7,838 SF 2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED 2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED 2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED SIZE/REMARKSSCIENTIFIC/COMMON NAMEQTYSYM DETAILS 10,134 SF MATCH EXISTING SHRUB MIX SHRUB & GROUNDCOVER MIX 4 2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED C:\pw_workdir\den003\jeg_floreacn\d0601389\1 U1.01.dwg | Layout: 1U1.00PLOTTED: Nov 05, 2021-10:14:45am By FLOREACNXREFS: KCMTD-BORDER_2020.dwg; X-LD_RENTON.dwg; X-LEGEND.dwg; X-RDWY_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; X-ALIGN.dwg; X-ROW_RENTON.dwg; X-IL_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL STATE O F W A SHIN GT ONLI CEN S E D LANDSCA P E A R C HITECTNO. 1465 EXP. 12 /0 3 /21LORCA N B R IAN FR E NCHMETRO PROJECT ENGINEER RENTON SEGMENT LANDSCAPE SCHEDULES AND GENERAL NOTES 1U1.00 487 C. FLOREANI C. FLOREANI L. FRENCH   1 U2.01 A 1 U2.01 B 1 U2.02 C 1 U2.02 A 1 U2.01 C 1 U2.01 D R-4214487 GENERAL NOTESGENERAL NOTES LANDSCAPING LEGEND BARK MULCH LAWN SEED SHRUB AND GROUNDCOVER MIX 1: Viburnum davidii / DAVID VIBURNUM Spiraea japonica 'Walbuma' / MAGIC CARPET SPIREA Polystichum munitum / WESTERN SWORD FERN Helictotrichon sempervirens / BLUE OAT GRASS SHRUB AND GROUNDCOVER MIX 2: Lonicera pileata / BOX-LEAF HONEYSUCKLE Berberis thunbergii 'Concorde' / CONCORDE BARBERRY Polystichum munitum / WESTERN SWORD FERN Carex testacea / ORANGE SEDGE SHRUB AND GROUNDCOVER MIX 3: Rosa rugosa 'Hansa' / HANSA RUGOSA ROSE Symphoricarpos albus / SNOWBERRY Polystichum munitum / WESTERN SWORD FERN Mahonia repens / CREEPING OREGON GRAPE SHRUB AND GROUNDCOVER MIX 4: Species to match existing conditions Amelanchier laevis / ALLEGHENY SERVICEBERRY Carpinus betulus 'Fastigiata' / COLUMNAR HORNBEAM Ginkgo biloba 'Autumn Gold' / AUTUMN GOLD GINKGO Maackia amurensis / AMUR MAACKIA Malus 'Schmidtcutleaf' / GOLDEN RAINDROPS CRABAPPLE Parrotia persica 'Vanessa' / VANESSA PERSIAN IRONWOOD Quercus rubra / RED OAK Pinus nigra / AUSTRIAN PINE EXISTING TREE - SEE SITE PREPARATION PLANS FOR TREE PROTECTION FENCING AND EXISTING TREES TO BE REMOVED. 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 DRAINAGE, 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. PRIOR TO SEEDING OR PLANTING, CONTRACTOR TO DEMONSTRATE TO PROJECT REPRESENTATIVE THAT THE SYSTEM IS OPERATIONAL. 5.PROTECT ALL VEGETATION NOT INDICATED FOR REMOVAL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO RESTORE OR REPLACE ANY PLANTING AREAS THAT ARE DAMAGED AS A RESULT OF CONSTRUCTION. 6.REFER TO THE SITE PREPARATION PLANS AND THE APPROVED PROTECTED TREE AND PLANT MAINTENANCE PLAN. SEE TREE AND PLANT PROTECTION SPECIFICATIONS. HATCH PATTERN ON PLANS MAY BE SHOWN IN DIFFERENT ORIENTATION THAN SHOWN ON LEGEND. 569600-0065 569600-0120 569600-0080 569600-0055 569600-0030724330-0000 569600-0200 10+0011+0010+00 11+00 12+00 13+00 14+00 C:\pw_workdir\den003\jeg_floreacn\d0601389\1 U1.01.dwg | Layout: 1U1.01PLOTTED: Nov 05, 2021-10:15:19am By FLOREACNXREFS: KCMTD-BORDER_2020.dwg; X-LD_RENTON.dwg; X-LEGEND.dwg; X-RDWY_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; X-ALIGN.dwg; X-ROW_RENTON.dwg; X-IL_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL STATE O F W A SHIN GT ONLI CEN S E D LANDSCA P E A R C HITECTNO. 1465 EXP. 12 /0 3 /21LORCA N B R IAN FR E NCHMETRO PROJECT ENGINEER 20'40' SCALE: 1" = 40' 0' RENTON SEGMENT LANDSCAPE PLAN 2ND 11+00 TO LOG 14+50 1U1.01 488 C. FLOREANI C. FLOREANI L. FRENCH  S 2ND STLOGAN AVE SRENTON TRANSIT CENTER(LOG-LINE)(2ND-LINE)NO LANDSCAPE WORK SHOWN ON THIS SHEET R-4214488 GENERAL NOTESGENERAL NOTES LANDSCAPING LEGEND BARK MULCH LAWN SEED SHRUB AND GROUNDCOVER MIX 1: Viburnum davidii / DAVID VIBURNUM Spiraea japonica 'Walbuma' / MAGIC CARPET SPIREA Polystichum munitum / WESTERN SWORD FERN Helictotrichon sempervirens / BLUE OAT GRASS SHRUB AND GROUNDCOVER MIX 2: Lonicera pileata / BOX-LEAF HONEYSUCKLE Berberis thunbergii 'Concorde' / CONCORDE BARBERRY Polystichum munitum / WESTERN SWORD FERN Carex testacea / ORANGE SEDGE SHRUB AND GROUNDCOVER MIX 3: Rosa rugosa 'Hansa' / HANSA RUGOSA ROSE Symphoricarpos albus / SNOWBERRY Polystichum munitum / WESTERN SWORD FERN Mahonia repens / CREEPING OREGON GRAPE SHRUB AND GROUNDCOVER MIX 4: Species to match existing conditions Amelanchier laevis / ALLEGHENY SERVICEBERRY Carpinus betulus 'Fastigiata' / COLUMNAR HORNBEAM Ginkgo biloba 'Autumn Gold' / AUTUMN GOLD GINKGO Maackia amurensis / AMUR MAACKIA Malus 'Schmidtcutleaf' / GOLDEN RAINDROPS CRABAPPLE Parrotia persica 'Vanessa' / VANESSA PERSIAN IRONWOOD Quercus rubra / RED OAK Pinus nigra / AUSTRIAN PINE EXISTING TREE - SEE SITE PREPARATION PLANS FOR TREE PROTECTION FENCING AND EXISTING TREES TO BE REMOVED. 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 DRAINAGE, 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. PRIOR TO SEEDING OR PLANTING, CONTRACTOR TO DEMONSTRATE TO PROJECT REPRESENTATIVE THAT THE SYSTEM IS OPERATIONAL. 5.PROTECT ALL VEGETATION NOT INDICATED FOR REMOVAL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO RESTORE OR REPLACE ANY PLANTING AREAS THAT ARE DAMAGED AS A RESULT OF CONSTRUCTION. 6.REFER TO THE SITE PREPARATION PLANS AND THE APPROVED PROTECTED TREE AND PLANT MAINTENANCE PLAN. SEE TREE AND PLANT PROTECTION SPECIFICATIONS. HATCH PATTERN ON PLANS MAY BE SHOWN IN DIFFERENT ORIENTATION THAN SHOWN ON LEGEND. 569600-0030 784180-0025 172610-0000 784180-0005 000720-0060 784180-0015 000720-0060 11+0012+0013+0014+0015+0016+00 10+00 11+00C:\pw_workdir\den003\jeg_floreacn\d0601389\1 U1.01.dwg | Layout: 1U1.02PLOTTED: Nov 05, 2021-10:15:49am By FLOREACNXREFS: KCMTD-BORDER_2020.dwg; X-LD_RENTON.dwg; X-LEGEND.dwg; X-RDWY_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; X-ALIGN.dwg; X-ROW_RENTON.dwg; X-IL_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL STATE O F W A SHIN GT ONLI CEN S E D LANDSCA P E A R C HITECTNO. 1465 EXP. 12 /0 3 /21LORCA N B R IAN FR E NCHMETRO PROJECT ENGINEER 20'40' SCALE: 1" = 40' 0' RENTON SEGMENT LANDSCAPE PLAN 2ND 16+00 TO 2ND 11+00 1U1.02 489 C. FLOREANI C. FLOREANI L. FRENCH   S 2ND ST MORRIS AVE S(2ND-LINE)(MOR-LINE)1U2.02 A 1U2.01 A 1U2.02 C EX ROW R-4214489 GENERAL NOTESGENERAL NOTES LANDSCAPING LEGEND BARK MULCH LAWN SEED SHRUB AND GROUNDCOVER MIX 1: Viburnum davidii / DAVID VIBURNUM Spiraea japonica 'Walbuma' / MAGIC CARPET SPIREA Polystichum munitum / WESTERN SWORD FERN Helictotrichon sempervirens / BLUE OAT GRASS SHRUB AND GROUNDCOVER MIX 2: Lonicera pileata / BOX-LEAF HONEYSUCKLE Berberis thunbergii 'Concorde' / CONCORDE BARBERRY Polystichum munitum / WESTERN SWORD FERN Carex testacea / ORANGE SEDGE SHRUB AND GROUNDCOVER MIX 3: Rosa rugosa 'Hansa' / HANSA RUGOSA ROSE Symphoricarpos albus / SNOWBERRY Polystichum munitum / WESTERN SWORD FERN Mahonia repens / CREEPING OREGON GRAPE SHRUB AND GROUNDCOVER MIX 4: Species to match existing conditions Amelanchier laevis / ALLEGHENY SERVICEBERRY Carpinus betulus 'Fastigiata' / COLUMNAR HORNBEAM Ginkgo biloba 'Autumn Gold' / AUTUMN GOLD GINKGO Maackia amurensis / AMUR MAACKIA Malus 'Schmidtcutleaf' / GOLDEN RAINDROPS CRABAPPLE Parrotia persica 'Vanessa' / VANESSA PERSIAN IRONWOOD Quercus rubra / RED OAK Pinus nigra / AUSTRIAN PINE EXISTING TREE - SEE SITE PREPARATION PLANS FOR TREE PROTECTION FENCING AND EXISTING TREES TO BE REMOVED. 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 DRAINAGE, 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. PRIOR TO SEEDING OR PLANTING, CONTRACTOR TO DEMONSTRATE TO PROJECT REPRESENTATIVE THAT THE SYSTEM IS OPERATIONAL. 5.PROTECT ALL VEGETATION NOT INDICATED FOR REMOVAL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO RESTORE OR REPLACE ANY PLANTING AREAS THAT ARE DAMAGED AS A RESULT OF CONSTRUCTION. 6.REFER TO THE SITE PREPARATION PLANS AND THE APPROVED PROTECTED TREE AND PLANT MAINTENANCE PLAN. SEE TREE AND PLANT PROTECTION SPECIFICATIONS. HATCH PATTERN ON PLANS MAY BE SHOWN IN DIFFERENT ORIENTATION THAN SHOWN ON LEGEND. 784180-0085 16+0017+0018+0019+0020+00 21+00 C:\pw_workdir\den003\jeg_floreacn\d0601389\1 U1.01.dwg | Layout: 1U1.03PLOTTED: Nov 05, 2021-10:16:18am By FLOREACNXREFS: KCMTD-BORDER_2020.dwg; X-LD_RENTON.dwg; X-LEGEND.dwg; X-RDWY_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; X-ALIGN.dwg; X-ROW_RENTON.dwg; X-IL_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL STATE O F W A SHIN GT ONLI CEN S E D LANDSCA P E A R C HITECTNO. 1465 EXP. 12 /0 3 /21LORCA N B R IAN FR E NCHMETRO PROJECT ENGINEER 20'40' SCALE: 1" = 40' 0' RENTON SEGMENT LANDSCAPE PLAN 2ND 21+00 TO 2ND 16+00 1U1.03 490 C. FLOREANI C. FLOREANI L. FRENCH   S 2ND ST SHATTUCKAVE S(2ND-LINE) 1U2.02 A 1U2.01 A 1U2.02 C 1U2.01 C EX ROW ROW - PROPOSED TCE R-4214490 GENERAL NOTESGENERAL NOTES LANDSCAPING LEGEND BARK MULCH LAWN SEED SHRUB AND GROUNDCOVER MIX 1: Viburnum davidii / DAVID VIBURNUM Spiraea japonica 'Walbuma' / MAGIC CARPET SPIREA Polystichum munitum / WESTERN SWORD FERN Helictotrichon sempervirens / BLUE OAT GRASS SHRUB AND GROUNDCOVER MIX 2: Lonicera pileata / BOX-LEAF HONEYSUCKLE Berberis thunbergii 'Concorde' / CONCORDE BARBERRY Polystichum munitum / WESTERN SWORD FERN Carex testacea / ORANGE SEDGE SHRUB AND GROUNDCOVER MIX 3: Rosa rugosa 'Hansa' / HANSA RUGOSA ROSE Symphoricarpos albus / SNOWBERRY Polystichum munitum / WESTERN SWORD FERN Mahonia repens / CREEPING OREGON GRAPE SHRUB AND GROUNDCOVER MIX 4: Species to match existing conditions Amelanchier laevis / ALLEGHENY SERVICEBERRY Carpinus betulus 'Fastigiata' / COLUMNAR HORNBEAM Ginkgo biloba 'Autumn Gold' / AUTUMN GOLD GINKGO Maackia amurensis / AMUR MAACKIA Malus 'Schmidtcutleaf' / GOLDEN RAINDROPS CRABAPPLE Parrotia persica 'Vanessa' / VANESSA PERSIAN IRONWOOD Quercus rubra / RED OAK Pinus nigra / AUSTRIAN PINE EXISTING TREE - SEE SITE PREPARATION PLANS FOR TREE PROTECTION FENCING AND EXISTING TREES TO BE REMOVED. 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 DRAINAGE, 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. PRIOR TO SEEDING OR PLANTING, CONTRACTOR TO DEMONSTRATE TO PROJECT REPRESENTATIVE THAT THE SYSTEM IS OPERATIONAL. 5.PROTECT ALL VEGETATION NOT INDICATED FOR REMOVAL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO RESTORE OR REPLACE ANY PLANTING AREAS THAT ARE DAMAGED AS A RESULT OF CONSTRUCTION. 6.REFER TO THE SITE PREPARATION PLANS AND THE APPROVED PROTECTED TREE AND PLANT MAINTENANCE PLAN. SEE TREE AND PLANT PROTECTION SPECIFICATIONS. HATCH PATTERN ON PLANS MAY BE SHOWN IN DIFFERENT ORIENTATION THAN SHOWN ON LEGEND.784180-0195 783980-0016 783980-0035 784180-0185 784180-0183 784080-0005 784080-0010 784180-0165 13+0014+0015+0012+00 13+00 14+00 15+00 15+56 C:\pw_workdir\den003\jeg_floreacn\d0601389\1 U1.01.dwg | Layout: 1U1.04PLOTTED: Nov 05, 2021-10:16:49am By FLOREACNXREFS: KCMTD-BORDER_2020.dwg; X-LD_RENTON.dwg; X-LEGEND.dwg; X-RDWY_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; X-ALIGN.dwg; X-ROW_RENTON.dwg; X-IL_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL STATE O F W A SHIN GT ONLI CEN S E D LANDSCA P E A R C HITECTNO. 1465 EXP. 12 /0 3 /21LORCA N B R IAN FR E NCHMETRO PROJECT ENGINEER 20'40' SCALE: 1" = 40' 0' RENTON SEGMENT LANDSCAPE PLAN MOR 11+30 TO MOR 15+56 1U1.04 491 C. FLOREANI C. FLOREANI L. FRENCH  S 3RD STMORRIS AVE S (MOR-LINE)(3RD-LINE)NO LANDSCAPE WORK SHOWN ON THIS SHEET R-4214491 GENERAL NOTESGENERAL NOTES LANDSCAPING LEGEND BARK MULCH LAWN SEED SHRUB AND GROUNDCOVER MIX 1: Viburnum davidii / DAVID VIBURNUM Spiraea japonica 'Walbuma' / MAGIC CARPET SPIREA Polystichum munitum / WESTERN SWORD FERN Helictotrichon sempervirens / BLUE OAT GRASS SHRUB AND GROUNDCOVER MIX 2: Lonicera pileata / BOX-LEAF HONEYSUCKLE Berberis thunbergii 'Concorde' / CONCORDE BARBERRY Polystichum munitum / WESTERN SWORD FERN Carex testacea / ORANGE SEDGE SHRUB AND GROUNDCOVER MIX 3: Rosa rugosa 'Hansa' / HANSA RUGOSA ROSE Symphoricarpos albus / SNOWBERRY Polystichum munitum / WESTERN SWORD FERN Mahonia repens / CREEPING OREGON GRAPE SHRUB AND GROUNDCOVER MIX 4: Species to match existing conditions Amelanchier laevis / ALLEGHENY SERVICEBERRY Carpinus betulus 'Fastigiata' / COLUMNAR HORNBEAM Ginkgo biloba 'Autumn Gold' / AUTUMN GOLD GINKGO Maackia amurensis / AMUR MAACKIA Malus 'Schmidtcutleaf' / GOLDEN RAINDROPS CRABAPPLE Parrotia persica 'Vanessa' / VANESSA PERSIAN IRONWOOD Quercus rubra / RED OAK Pinus nigra / AUSTRIAN PINE EXISTING TREE - SEE SITE PREPARATION PLANS FOR TREE PROTECTION FENCING AND EXISTING TREES TO BE REMOVED. 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 DRAINAGE, 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. PRIOR TO SEEDING OR PLANTING, CONTRACTOR TO DEMONSTRATE TO PROJECT REPRESENTATIVE THAT THE SYSTEM IS OPERATIONAL. 5.PROTECT ALL VEGETATION NOT INDICATED FOR REMOVAL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO RESTORE OR REPLACE ANY PLANTING AREAS THAT ARE DAMAGED AS A RESULT OF CONSTRUCTION. 6.REFER TO THE SITE PREPARATION PLANS AND THE APPROVED PROTECTED TREE AND PLANT MAINTENANCE PLAN. SEE TREE AND PLANT PROTECTION SPECIFICATIONS. HATCH PATTERN ON PLANS MAY BE SHOWN IN DIFFERENT ORIENTATION THAN SHOWN ON LEGEND.192305-9101192305-9102 192305-9103 192305-9032 18+29 17+0 0 18+0010+00 11+00 12+00 13+00 14+00 C:\pw_workdir\den003\jeg_floreacn\d0601389\1 U1.01.dwg | Layout: 1U1.05PLOTTED: Nov 05, 2021-10:17:17am By FLOREACNXREFS: KCMTD-BORDER_2020.dwg; X-LD_RENTON.dwg; X-LEGEND.dwg; X-RDWY_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; X-ALIGN.dwg; X-ROW_RENTON.dwg; X-IL_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL STATE O F W A SHIN GT ONLI CEN S E D LANDSCA P E A R C HITECTNO. 1465 EXP. 12 /0 3 /21LORCA N B R IAN FR E NCHMETRO PROJECT ENGINEER 20'40' SCALE: 1" = 40' 0' RENTON SEGMENT LANDSCAPE PLAN GRA 10+00 TO GRA 14+00 1U1.05 492 C. FLOREANI C. FLOREANI L. FRENCH   S GRADY WAYLAKE AVE S(LAK-LINE)(GRA-LINE) LIGHT FIXTURE, TYP SEE LIGHTING PLANS 1U2.01 B 1U2.02 C EX ROW R-4214492 GENERAL NOTESGENERAL NOTES LANDSCAPING LEGEND BARK MULCH LAWN SEED SHRUB AND GROUNDCOVER MIX 1: Viburnum davidii / DAVID VIBURNUM Spiraea japonica 'Walbuma' / MAGIC CARPET SPIREA Polystichum munitum / WESTERN SWORD FERN Helictotrichon sempervirens / BLUE OAT GRASS SHRUB AND GROUNDCOVER MIX 2: Lonicera pileata / BOX-LEAF HONEYSUCKLE Berberis thunbergii 'Concorde' / CONCORDE BARBERRY Polystichum munitum / WESTERN SWORD FERN Carex testacea / ORANGE SEDGE SHRUB AND GROUNDCOVER MIX 3: Rosa rugosa 'Hansa' / HANSA RUGOSA ROSE Symphoricarpos albus / SNOWBERRY Polystichum munitum / WESTERN SWORD FERN Mahonia repens / CREEPING OREGON GRAPE SHRUB AND GROUNDCOVER MIX 4: Species to match existing conditions Amelanchier laevis / ALLEGHENY SERVICEBERRY Carpinus betulus 'Fastigiata' / COLUMNAR HORNBEAM Ginkgo biloba 'Autumn Gold' / AUTUMN GOLD GINKGO Maackia amurensis / AMUR MAACKIA Malus 'Schmidtcutleaf' / GOLDEN RAINDROPS CRABAPPLE Parrotia persica 'Vanessa' / VANESSA PERSIAN IRONWOOD Quercus rubra / RED OAK Pinus nigra / AUSTRIAN PINE EXISTING TREE - SEE SITE PREPARATION PLANS FOR TREE PROTECTION FENCING AND EXISTING TREES TO BE REMOVED. 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 DRAINAGE, 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. PRIOR TO SEEDING OR PLANTING, CONTRACTOR TO DEMONSTRATE TO PROJECT REPRESENTATIVE THAT THE SYSTEM IS OPERATIONAL. 5.PROTECT ALL VEGETATION NOT INDICATED FOR REMOVAL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO RESTORE OR REPLACE ANY PLANTING AREAS THAT ARE DAMAGED AS A RESULT OF CONSTRUCTION. 6.REFER TO THE SITE PREPARATION PLANS AND THE APPROVED PROTECTED TREE AND PLANT MAINTENANCE PLAN. SEE TREE AND PLANT PROTECTION SPECIFICATIONS. HATCH PATTERN ON PLANS MAY BE SHOWN IN DIFFERENT ORIENTATION THAN SHOWN ON LEGEND. 192305-9043 192305-9096 192305-9032 14+00 15+00 16+00 17+00 18+00 19+00 C:\pw_workdir\den003\jeg_floreacn\d0601389\1 U1.01.dwg | Layout: 1U1.06PLOTTED: Nov 05, 2021-10:17:48am By FLOREACNXREFS: KCMTD-BORDER_2020.dwg; X-LD_RENTON.dwg; X-LEGEND.dwg; X-RDWY_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; X-ALIGN.dwg; X-ROW_RENTON.dwg; X-IL_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL STATE O F W A SHIN GT ONLI CEN S E D LANDSCA P E A R C HITECTNO. 1465 EXP. 12 /0 3 /21LORCA N B R IAN FR E NCHMETRO PROJECT ENGINEER 20'40' SCALE: 1" = 40' 0' RENTON SEGMENT LANDSCAPE PLAN GRA 14+00 TO GRA 19+00 1U1.06 493 C. FLOREANI C. FLOREANI L. FRENCH   S GRADY WAY (GRA-LINE) LIGHT FIXTURE, TYP SEE LIGHTING PLANS 1U2.01 A 1U2.02 C TCE ROW - PROPOSED EX ROW3'5'1U2.01 C 1U2.02 C 1U2.01 C 1U2.02 C R-4214493 GENERAL NOTESGENERAL NOTES LANDSCAPING LEGEND BARK MULCH LAWN SEED SHRUB AND GROUNDCOVER MIX 1: Viburnum davidii / DAVID VIBURNUM Spiraea japonica 'Walbuma' / MAGIC CARPET SPIREA Polystichum munitum / WESTERN SWORD FERN Helictotrichon sempervirens / BLUE OAT GRASS SHRUB AND GROUNDCOVER MIX 2: Lonicera pileata / BOX-LEAF HONEYSUCKLE Berberis thunbergii 'Concorde' / CONCORDE BARBERRY Polystichum munitum / WESTERN SWORD FERN Carex testacea / ORANGE SEDGE SHRUB AND GROUNDCOVER MIX 3: Rosa rugosa 'Hansa' / HANSA RUGOSA ROSE Symphoricarpos albus / SNOWBERRY Polystichum munitum / WESTERN SWORD FERN Mahonia repens / CREEPING OREGON GRAPE SHRUB AND GROUNDCOVER MIX 4: Species to match existing conditions Amelanchier laevis / ALLEGHENY SERVICEBERRY Carpinus betulus 'Fastigiata' / COLUMNAR HORNBEAM Ginkgo biloba 'Autumn Gold' / AUTUMN GOLD GINKGO Maackia amurensis / AMUR MAACKIA Malus 'Schmidtcutleaf' / GOLDEN RAINDROPS CRABAPPLE Parrotia persica 'Vanessa' / VANESSA PERSIAN IRONWOOD Quercus rubra / RED OAK Pinus nigra / AUSTRIAN PINE EXISTING TREE - SEE SITE PREPARATION PLANS FOR TREE PROTECTION FENCING AND EXISTING TREES TO BE REMOVED. 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 DRAINAGE, 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. PRIOR TO SEEDING OR PLANTING, CONTRACTOR TO DEMONSTRATE TO PROJECT REPRESENTATIVE THAT THE SYSTEM IS OPERATIONAL. 5.PROTECT ALL VEGETATION NOT INDICATED FOR REMOVAL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO RESTORE OR REPLACE ANY PLANTING AREAS THAT ARE DAMAGED AS A RESULT OF CONSTRUCTION. 6.REFER TO THE SITE PREPARATION PLANS AND THE APPROVED PROTECTED TREE AND PLANT MAINTENANCE PLAN. SEE TREE AND PLANT PROTECTION SPECIFICATIONS. HATCH PATTERN ON PLANS MAY BE SHOWN IN DIFFERENT ORIENTATION THAN SHOWN ON LEGEND. 192305-9070 192305-9023 192305-9070 19+00 20+00 21+00 22+00 23+00 24+00 C:\pw_workdir\den003\jeg_floreacn\d0601389\1 U1.01.dwg | Layout: 1U1.07PLOTTED: Nov 05, 2021-10:18:14am By FLOREACNXREFS: KCMTD-BORDER_2020.dwg; X-LD_RENTON.dwg; X-LEGEND.dwg; X-RDWY_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; X-ALIGN.dwg; X-ROW_RENTON.dwg; X-IL_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL STATE O F W A SHIN GT ONLI CEN S E D LANDSCA P E A R C HITECTNO. 1465 EXP. 12 /0 3 /21LORCA N B R IAN FR E NCHMETRO PROJECT ENGINEER 20'40' SCALE: 1" = 40' 0' RENTON SEGMENT LANDSCAPE PLAN GRA 19+00 TO GRA 24+00 1U1.07 494 C. FLOREANI C. FLOREANI L. FRENCH   S GRADY WAY (GRA-LINE) TCE ROW - PROPOSED LIGHT FIXTURE, TYP SEE LIGHTING PLANS BOLLARDS 1U2.01 A 1U2.01 C EX ROW3'5'TCE ROW - PROPOSED5'3.8'R-4214494 GENERAL NOTESGENERAL NOTES LANDSCAPING LEGEND BARK MULCH LAWN SEED SHRUB AND GROUNDCOVER MIX 1: Viburnum davidii / DAVID VIBURNUM Spiraea japonica 'Walbuma' / MAGIC CARPET SPIREA Polystichum munitum / WESTERN SWORD FERN Helictotrichon sempervirens / BLUE OAT GRASS SHRUB AND GROUNDCOVER MIX 2: Lonicera pileata / BOX-LEAF HONEYSUCKLE Berberis thunbergii 'Concorde' / CONCORDE BARBERRY Polystichum munitum / WESTERN SWORD FERN Carex testacea / ORANGE SEDGE SHRUB AND GROUNDCOVER MIX 3: Rosa rugosa 'Hansa' / HANSA RUGOSA ROSE Symphoricarpos albus / SNOWBERRY Polystichum munitum / WESTERN SWORD FERN Mahonia repens / CREEPING OREGON GRAPE SHRUB AND GROUNDCOVER MIX 4: Species to match existing conditions Amelanchier laevis / ALLEGHENY SERVICEBERRY Carpinus betulus 'Fastigiata' / COLUMNAR HORNBEAM Ginkgo biloba 'Autumn Gold' / AUTUMN GOLD GINKGO Maackia amurensis / AMUR MAACKIA Malus 'Schmidtcutleaf' / GOLDEN RAINDROPS CRABAPPLE Parrotia persica 'Vanessa' / VANESSA PERSIAN IRONWOOD Quercus rubra / RED OAK Pinus nigra / AUSTRIAN PINE EXISTING TREE - SEE SITE PREPARATION PLANS FOR TREE PROTECTION FENCING AND EXISTING TREES TO BE REMOVED. 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 DRAINAGE, 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. PRIOR TO SEEDING OR PLANTING, CONTRACTOR TO DEMONSTRATE TO PROJECT REPRESENTATIVE THAT THE SYSTEM IS OPERATIONAL. 5.PROTECT ALL VEGETATION NOT INDICATED FOR REMOVAL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO RESTORE OR REPLACE ANY PLANTING AREAS THAT ARE DAMAGED AS A RESULT OF CONSTRUCTION. 6.REFER TO THE SITE PREPARATION PLANS AND THE APPROVED PROTECTED TREE AND PLANT MAINTENANCE PLAN. SEE TREE AND PLANT PROTECTION SPECIFICATIONS. HATCH PATTERN ON PLANS MAY BE SHOWN IN DIFFERENT ORIENTATION THAN SHOWN ON LEGEND.915460-0005 915460-0010 192305-9 0 2 3 25+27 24+0025+0010+00 11+00 12+00 13+00 14+00 C:\pw_workdir\den003\jeg_floreacn\d0601389\1 U1.01.dwg | Layout: 1U1.08PLOTTED: Nov 05, 2021-10:18:44am By FLOREACNXREFS: KCMTD-BORDER_2020.dwg; X-LD_RENTON.dwg; X-LEGEND.dwg; X-RDWY_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; X-ALIGN.dwg; X-ROW_RENTON.dwg; X-IL_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL STATE O F W A SHIN GT ONLI CEN S E D LANDSCA P E A R C HITECTNO. 1465 EXP. 12 /0 3 /21LORCA N B R IAN FR E NCHMETRO PROJECT ENGINEER 20'40' SCALE: 1" = 40' 0' RENTON SEGMENT LANDSCAPE PLAN GRA 24+00 TO TAL-B 14+00 1U1.08 495 C. FLOREANI C. FLOREANI L. FRENCH  S GRADY WAYTALBOT RD S (TAL-B-LINE)(GRA-LINE)TCE LIGHT FIXTURE, TYP SEE LIGHTING PLANS 1U2.02 D 1U2.01 C ROW - PROPOSED EX ROW10'5' R-4214495 GENERAL NOTESGENERAL NOTES LANDSCAPING LEGEND BARK MULCH LAWN SEED SHRUB AND GROUNDCOVER MIX 1: Viburnum davidii / DAVID VIBURNUM Spiraea japonica 'Walbuma' / MAGIC CARPET SPIREA Polystichum munitum / WESTERN SWORD FERN Helictotrichon sempervirens / BLUE OAT GRASS SHRUB AND GROUNDCOVER MIX 2: Lonicera pileata / BOX-LEAF HONEYSUCKLE Berberis thunbergii 'Concorde' / CONCORDE BARBERRY Polystichum munitum / WESTERN SWORD FERN Carex testacea / ORANGE SEDGE SHRUB AND GROUNDCOVER MIX 3: Rosa rugosa 'Hansa' / HANSA RUGOSA ROSE Symphoricarpos albus / SNOWBERRY Polystichum munitum / WESTERN SWORD FERN Mahonia repens / CREEPING OREGON GRAPE SHRUB AND GROUNDCOVER MIX 4: Species to match existing conditions Amelanchier laevis / ALLEGHENY SERVICEBERRY Carpinus betulus 'Fastigiata' / COLUMNAR HORNBEAM Ginkgo biloba 'Autumn Gold' / AUTUMN GOLD GINKGO Maackia amurensis / AMUR MAACKIA Malus 'Schmidtcutleaf' / GOLDEN RAINDROPS CRABAPPLE Parrotia persica 'Vanessa' / VANESSA PERSIAN IRONWOOD Quercus rubra / RED OAK Pinus nigra / AUSTRIAN PINE EXISTING TREE - SEE SITE PREPARATION PLANS FOR TREE PROTECTION FENCING AND EXISTING TREES TO BE REMOVED. 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 DRAINAGE, 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. PRIOR TO SEEDING OR PLANTING, CONTRACTOR TO DEMONSTRATE TO PROJECT REPRESENTATIVE THAT THE SYSTEM IS OPERATIONAL. 5.PROTECT ALL VEGETATION NOT INDICATED FOR REMOVAL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO RESTORE OR REPLACE ANY PLANTING AREAS THAT ARE DAMAGED AS A RESULT OF CONSTRUCTION. 6.REFER TO THE SITE PREPARATION PLANS AND THE APPROVED PROTECTED TREE AND PLANT MAINTENANCE PLAN. SEE TREE AND PLANT PROTECTION SPECIFICATIONS. HATCH PATTERN ON PLANS MAY BE SHOWN IN DIFFERENT ORIENTATION THAN SHOWN ON LEGEND. 192305-9094 202305-9007 192305 - 9 0 2 3 14+00 15+00 16+00 17+00 18+00 C:\pw_workdir\den003\jeg_floreacn\d0601389\1 U1.01.dwg | Layout: 1U1.09PLOTTED: Nov 05, 2021-10:19:12am By FLOREACNXREFS: KCMTD-BORDER_2020.dwg; X-LD_RENTON.dwg; X-LEGEND.dwg; X-RDWY_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; X-ALIGN.dwg; X-ROW_RENTON.dwg; X-IL_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL STATE O F W A SHIN GT ONLI CEN S E D LANDSCA P E A R C HITECTNO. 1465 EXP. 12 /0 3 /21LORCA N B R IAN FR E NCHMETRO PROJECT ENGINEER 20'40' SCALE: 1" = 40' 0' RENTON SEGMENT LANDSCAPE PLAN TAL-B 14+00 TO TAL-B 18+50 1U1.09 496 C. FLOREANI C. FLOREANI L. FRENCH   TALBOT RD S (TAL-B-LINE) LIGHT FIXTURE, TYP SEE LIGHTING PLANS 1U2.01 B 1U2.01 C TCE EX ROW10' ROW - PROPOSED R-4214496 GENERAL NOTESGENERAL NOTES LANDSCAPING LEGEND BARK MULCH LAWN SEED SHRUB AND GROUNDCOVER MIX 1: Viburnum davidii / DAVID VIBURNUM Spiraea japonica 'Walbuma' / MAGIC CARPET SPIREA Polystichum munitum / WESTERN SWORD FERN Helictotrichon sempervirens / BLUE OAT GRASS SHRUB AND GROUNDCOVER MIX 2: Lonicera pileata / BOX-LEAF HONEYSUCKLE Berberis thunbergii 'Concorde' / CONCORDE BARBERRY Polystichum munitum / WESTERN SWORD FERN Carex testacea / ORANGE SEDGE SHRUB AND GROUNDCOVER MIX 3: Rosa rugosa 'Hansa' / HANSA RUGOSA ROSE Symphoricarpos albus / SNOWBERRY Polystichum munitum / WESTERN SWORD FERN Mahonia repens / CREEPING OREGON GRAPE SHRUB AND GROUNDCOVER MIX 4: Species to match existing conditions Amelanchier laevis / ALLEGHENY SERVICEBERRY Carpinus betulus 'Fastigiata' / COLUMNAR HORNBEAM Ginkgo biloba 'Autumn Gold' / AUTUMN GOLD GINKGO Maackia amurensis / AMUR MAACKIA Malus 'Schmidtcutleaf' / GOLDEN RAINDROPS CRABAPPLE Parrotia persica 'Vanessa' / VANESSA PERSIAN IRONWOOD Quercus rubra / RED OAK Pinus nigra / AUSTRIAN PINE EXISTING TREE - SEE SITE PREPARATION PLANS FOR TREE PROTECTION FENCING AND EXISTING TREES TO BE REMOVED. 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 DRAINAGE, 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. PRIOR TO SEEDING OR PLANTING, CONTRACTOR TO DEMONSTRATE TO PROJECT REPRESENTATIVE THAT THE SYSTEM IS OPERATIONAL. 5.PROTECT ALL VEGETATION NOT INDICATED FOR REMOVAL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO RESTORE OR REPLACE ANY PLANTING AREAS THAT ARE DAMAGED AS A RESULT OF CONSTRUCTION. 6.REFER TO THE SITE PREPARATION PLANS AND THE APPROVED PROTECTED TREE AND PLANT MAINTENANCE PLAN. SEE TREE AND PLANT PROTECTION SPECIFICATIONS. HATCH PATTERN ON PLANS MAY BE SHOWN IN DIFFERENT ORIENTATION THAN SHOWN ON LEGEND. 202305-9008 192305-9001 723160-059519+00 20+00 21+00 22+00 23+00 C:\pw_workdir\den003\jeg_floreacn\d0601389\1 U1.10.dwg | Layout: 1U1.10PLOTTED: Nov 05, 2021-10:20:11am By FLOREACNXREFS: KCMTD-BORDER_2020.dwg; X-SHEETCUTS_Overall.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-LEGEND.dwg; 18229-SV-BS_Renton.dwg; X-ALIGN.dwg; X-ROW_RENTON.dwg; X-IL_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL STATE O F W A SHIN GT ONLI CEN S E D LANDSCA P E A R C HITECTNO. 1465 EXP. 12 /0 3 /21LORCA N B R IAN FR E NCHMETRO PROJECT ENGINEER 20'40' SCALE: 1" = 40' 0' TALBOT RD S I -405 SB OFF -RAMP (TAL-B-LINE) RENTON SEGMENT LANDSCAPE PLAN TAL-B 18+50 TO TAL-B 23+50 1U1.10 497 C. FLOREANI C. FLOREANI L. FRENCH   EX ROW 1U2.01 B 1U2.01 C R-4214497 GENERAL NOTESGENERAL NOTES LANDSCAPING LEGEND BARK MULCH LAWN SEED SHRUB AND GROUNDCOVER MIX 1: Viburnum davidii / DAVID VIBURNUM Spiraea japonica 'Walbuma' / MAGIC CARPET SPIREA Polystichum munitum / WESTERN SWORD FERN Helictotrichon sempervirens / BLUE OAT GRASS SHRUB AND GROUNDCOVER MIX 2: Lonicera pileata / BOX-LEAF HONEYSUCKLE Berberis thunbergii 'Concorde' / CONCORDE BARBERRY Polystichum munitum / WESTERN SWORD FERN Carex testacea / ORANGE SEDGE SHRUB AND GROUNDCOVER MIX 3: Rosa rugosa 'Hansa' / HANSA RUGOSA ROSE Symphoricarpos albus / SNOWBERRY Polystichum munitum / WESTERN SWORD FERN Mahonia repens / CREEPING OREGON GRAPE SHRUB AND GROUNDCOVER MIX 4: Species to match existing conditions Amelanchier laevis / ALLEGHENY SERVICEBERRY Carpinus betulus 'Fastigiata' / COLUMNAR HORNBEAM Ginkgo biloba 'Autumn Gold' / AUTUMN GOLD GINKGO Maackia amurensis / AMUR MAACKIA Malus 'Schmidtcutleaf' / GOLDEN RAINDROPS CRABAPPLE Parrotia persica 'Vanessa' / VANESSA PERSIAN IRONWOOD Quercus rubra / RED OAK Pinus nigra / AUSTRIAN PINE EXISTING TREE - SEE SITE PREPARATION PLANS FOR TREE PROTECTION FENCING AND EXISTING TREES TO BE REMOVED. 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 DRAINAGE, 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. PRIOR TO SEEDING OR PLANTING, CONTRACTOR TO DEMONSTRATE TO PROJECT REPRESENTATIVE THAT THE SYSTEM IS OPERATIONAL. 5.PROTECT ALL VEGETATION NOT INDICATED FOR REMOVAL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO RESTORE OR REPLACE ANY PLANTING AREAS THAT ARE DAMAGED AS A RESULT OF CONSTRUCTION. 6.REFER TO THE SITE PREPARATION PLANS AND THE APPROVED PROTECTED TREE AND PLANT MAINTENANCE PLAN. SEE TREE AND PLANT PROTECTION SPECIFICATIONS. HATCH PATTERN ON PLANS MAY BE SHOWN IN DIFFERENT ORIENTATION THAN SHOWN ON LEGEND. 722200-0250 722200-0010 722200-0245 33+00 34+00 35+00 36+00 37+00 38+00 C:\pw_workdir\den003\jeg_floreacn\d0601389\1 U1.10.dwg | Layout: 1U1.11PLOTTED: Nov 05, 2021-10:20:34am By FLOREACNXREFS: KCMTD-BORDER_2020.dwg; X-SHEETCUTS_Overall.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-LEGEND.dwg; 18229-SV-BS_Renton.dwg; X-ALIGN.dwg; X-ROW_RENTON.dwg; X-IL_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL STATE O F W A SHIN GT ONLI CEN S E D LANDSCA P E A R C HITECTNO. 1465 EXP. 12 /0 3 /21LORCA N B R IAN FR E NCHMETRO PROJECT ENGINEER 20'40' SCALE: 1" = 40' 0' BENSON DR S (SR 515)S PUGET DRS 15TH ST(TAL-B-LINE) RENTON SEGMENT LANDSCAPE PLAN TAL-B 23+00 TO TAL-B 38+00 1U1.11 498 C. FLOREANI C. FLOREANI L. FRENCH   1U2.02 A 1U2.02 A R-4214498 GENERAL NOTESGENERAL NOTES LANDSCAPING LEGEND BARK MULCH LAWN SEED SHRUB AND GROUNDCOVER MIX 1: Viburnum davidii / DAVID VIBURNUM Spiraea japonica 'Walbuma' / MAGIC CARPET SPIREA Polystichum munitum / WESTERN SWORD FERN Helictotrichon sempervirens / BLUE OAT GRASS SHRUB AND GROUNDCOVER MIX 2: Lonicera pileata / BOX-LEAF HONEYSUCKLE Berberis thunbergii 'Concorde' / CONCORDE BARBERRY Polystichum munitum / WESTERN SWORD FERN Carex testacea / ORANGE SEDGE SHRUB AND GROUNDCOVER MIX 3: Rosa rugosa 'Hansa' / HANSA RUGOSA ROSE Symphoricarpos albus / SNOWBERRY Polystichum munitum / WESTERN SWORD FERN Mahonia repens / CREEPING OREGON GRAPE SHRUB AND GROUNDCOVER MIX 4: Species to match existing conditions Amelanchier laevis / ALLEGHENY SERVICEBERRY Carpinus betulus 'Fastigiata' / COLUMNAR HORNBEAM Ginkgo biloba 'Autumn Gold' / AUTUMN GOLD GINKGO Maackia amurensis / AMUR MAACKIA Malus 'Schmidtcutleaf' / GOLDEN RAINDROPS CRABAPPLE Parrotia persica 'Vanessa' / VANESSA PERSIAN IRONWOOD Quercus rubra / RED OAK Pinus nigra / AUSTRIAN PINE EXISTING TREE - SEE SITE PREPARATION PLANS FOR TREE PROTECTION FENCING AND EXISTING TREES TO BE REMOVED. 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 DRAINAGE, 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. PRIOR TO SEEDING OR PLANTING, CONTRACTOR TO DEMONSTRATE TO PROJECT REPRESENTATIVE THAT THE SYSTEM IS OPERATIONAL. 5.PROTECT ALL VEGETATION NOT INDICATED FOR REMOVAL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO RESTORE OR REPLACE ANY PLANTING AREAS THAT ARE DAMAGED AS A RESULT OF CONSTRUCTION. 6.REFER TO THE SITE PREPARATION PLANS AND THE APPROVED PROTECTED TREE AND PLANT MAINTENANCE PLAN. SEE TREE AND PLANT PROTECTION SPECIFICATIONS. HATCH PATTERN ON PLANS MAY BE SHOWN IN DIFFERENT ORIENTATION THAN SHOWN ON LEGEND. 72292 8- 0 1 0 0 72220 0- 0 1 6 3 85570 0- 0 1 4 0 855700-0010 85570 0- 0 0 2 0 30230 5- 9 0 7 3 24+00 25+00 26+00 27+00 28+00 29+00 C:\pw_workdir\den003\jeg_floreacn\d0601389\1 U1.10.dwg | Layout: 1U1.12PLOTTED: Nov 05, 2021-10:20:54am By FLOREACNXREFS: KCMTD-BORDER_2020.dwg; X-SHEETCUTS_Overall.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-LEGEND.dwg; 18229-SV-BS_Renton.dwg; X-ALIGN.dwg; X-ROW_RENTON.dwg; X-IL_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL STATE O F W A SHIN GT ONLI CEN S E D LANDSCA P E A R C HITECTNO. 1465 EXP. 12 /0 3 /21LORCA N B R IAN FR E NCHMETRO PROJECT ENGINEER 20'40' SCALE: 1" = 40' 0' TALBOT RD SS 23RD ST (TAL-21-LINE)TALBOT CREST DR SRENTON SEGMENT LANDSCAPE PLAN TAL-21 24+00 TO TAL-21 29+00 1U1.12 499 C. FLOREANI C. FLOREANI L. FRENCH   1U2.02 A 1U2.02 C 1U2.01 C 1U2.02 A TCE EX ROW R-4214499 GENERAL NOTESGENERAL NOTES LANDSCAPING LEGEND BARK MULCH LAWN SEED SHRUB AND GROUNDCOVER MIX 1: Viburnum davidii / DAVID VIBURNUM Spiraea japonica 'Walbuma' / MAGIC CARPET SPIREA Polystichum munitum / WESTERN SWORD FERN Helictotrichon sempervirens / BLUE OAT GRASS SHRUB AND GROUNDCOVER MIX 2: Lonicera pileata / BOX-LEAF HONEYSUCKLE Berberis thunbergii 'Concorde' / CONCORDE BARBERRY Polystichum munitum / WESTERN SWORD FERN Carex testacea / ORANGE SEDGE SHRUB AND GROUNDCOVER MIX 3: Rosa rugosa 'Hansa' / HANSA RUGOSA ROSE Symphoricarpos albus / SNOWBERRY Polystichum munitum / WESTERN SWORD FERN Mahonia repens / CREEPING OREGON GRAPE SHRUB AND GROUNDCOVER MIX 4: Species to match existing conditions Amelanchier laevis / ALLEGHENY SERVICEBERRY Carpinus betulus 'Fastigiata' / COLUMNAR HORNBEAM Ginkgo biloba 'Autumn Gold' / AUTUMN GOLD GINKGO Maackia amurensis / AMUR MAACKIA Malus 'Schmidtcutleaf' / GOLDEN RAINDROPS CRABAPPLE Parrotia persica 'Vanessa' / VANESSA PERSIAN IRONWOOD Quercus rubra / RED OAK Pinus nigra / AUSTRIAN PINE EXISTING TREE - SEE SITE PREPARATION PLANS FOR TREE PROTECTION FENCING AND EXISTING TREES TO BE REMOVED. 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 DRAINAGE, 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. PRIOR TO SEEDING OR PLANTING, CONTRACTOR TO DEMONSTRATE TO PROJECT REPRESENTATIVE THAT THE SYSTEM IS OPERATIONAL. 5.PROTECT ALL VEGETATION NOT INDICATED FOR REMOVAL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO RESTORE OR REPLACE ANY PLANTING AREAS THAT ARE DAMAGED AS A RESULT OF CONSTRUCTION. 6.REFER TO THE SITE PREPARATION PLANS AND THE APPROVED PROTECTED TREE AND PLANT MAINTENANCE PLAN. SEE TREE AND PLANT PROTECTION SPECIFICATIONS. HATCH PATTERN ON PLANS MAY BE SHOWN IN DIFFERENT ORIENTATION THAN SHOWN ON LEGEND. 302305-9029 302305-9116302305-9114 302305-9115 302305-9030 302305-9019 948575-TRCT 54+00 55+00 56+00 57+00 58+00 59+00 C:\pw_workdir\den003\jeg_floreacn\d0601389\1 U1.10.dwg | Layout: 1U1.13PLOTTED: Nov 05, 2021-10:21:14am By FLOREACNXREFS: KCMTD-BORDER_2020.dwg; X-SHEETCUTS_Overall.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-LEGEND.dwg; 18229-SV-BS_Renton.dwg; X-ALIGN.dwg; X-ROW_RENTON.dwg; X-IL_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL STATE O F W A SHIN GT ONLI CEN S E D LANDSCA P E A R C HITECTNO. 1465 EXP. 12 /0 3 /21LORCA N B R IAN FR E NCHMETRO PROJECT ENGINEER 20'40' SCALE: 1" = 40' 0' TALBOT RD S (TAL-21-LINE)S 32ND STRENTON SEGMENT LANDSCAPE PLAN TAL-21 54+00 TO TAL-21 59+00 1U1.13 500 C. FLOREANI C. FLOREANI L. FRENCH   1U2.02 ATCE EX ROW R-4214500 GENERAL NOTESGENERAL NOTES LANDSCAPING LEGEND BARK MULCH LAWN SEED SHRUB AND GROUNDCOVER MIX 1: Viburnum davidii / DAVID VIBURNUM Spiraea japonica 'Walbuma' / MAGIC CARPET SPIREA Polystichum munitum / WESTERN SWORD FERN Helictotrichon sempervirens / BLUE OAT GRASS SHRUB AND GROUNDCOVER MIX 2: Lonicera pileata / BOX-LEAF HONEYSUCKLE Berberis thunbergii 'Concorde' / CONCORDE BARBERRY Polystichum munitum / WESTERN SWORD FERN Carex testacea / ORANGE SEDGE SHRUB AND GROUNDCOVER MIX 3: Rosa rugosa 'Hansa' / HANSA RUGOSA ROSE Symphoricarpos albus / SNOWBERRY Polystichum munitum / WESTERN SWORD FERN Mahonia repens / CREEPING OREGON GRAPE SHRUB AND GROUNDCOVER MIX 4: Species to match existing conditions Amelanchier laevis / ALLEGHENY SERVICEBERRY Carpinus betulus 'Fastigiata' / COLUMNAR HORNBEAM Ginkgo biloba 'Autumn Gold' / AUTUMN GOLD GINKGO Maackia amurensis / AMUR MAACKIA Malus 'Schmidtcutleaf' / GOLDEN RAINDROPS CRABAPPLE Parrotia persica 'Vanessa' / VANESSA PERSIAN IRONWOOD Quercus rubra / RED OAK Pinus nigra / AUSTRIAN PINE EXISTING TREE - SEE SITE PREPARATION PLANS FOR TREE PROTECTION FENCING AND EXISTING TREES TO BE REMOVED. 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 DRAINAGE, 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. PRIOR TO SEEDING OR PLANTING, CONTRACTOR TO DEMONSTRATE TO PROJECT REPRESENTATIVE THAT THE SYSTEM IS OPERATIONAL. 5.PROTECT ALL VEGETATION NOT INDICATED FOR REMOVAL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO RESTORE OR REPLACE ANY PLANTING AREAS THAT ARE DAMAGED AS A RESULT OF CONSTRUCTION. 6.REFER TO THE SITE PREPARATION PLANS AND THE APPROVED PROTECTED TREE AND PLANT MAINTENANCE PLAN. SEE TREE AND PLANT PROTECTION SPECIFICATIONS. HATCH PATTERN ON PLANS MAY BE SHOWN IN DIFFERENT ORIENTATION THAN SHOWN ON LEGEND. 855860-0035 855860-0040 302305-9040 302305-9044 855860-0125 855860-0130 855860-0135 302305-9109 71+00 72+00 73+00 74+00 75+00 76+00 C:\pw_workdir\den003\jeg_floreacn\d0601389\1 U1.10.dwg | Layout: 1U1.14PLOTTED: Nov 05, 2021-10:21:35am By FLOREACNXREFS: KCMTD-BORDER_2020.dwg; X-SHEETCUTS_Overall.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-LEGEND.dwg; 18229-SV-BS_Renton.dwg; X-ALIGN.dwg; X-ROW_RENTON.dwg; X-IL_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL STATE O F W A SHIN GT ONLI CEN S E D LANDSCA P E A R C HITECTNO. 1465 EXP. 12 /0 3 /21LORCA N B R IAN FR E NCHMETRO PROJECT ENGINEER 20'40' SCALE: 1" = 40' 0' TALBOT RD S S 37TH STS 37TH STS 38TH CTS 38TH CT(TAL-21-LINE) RENTON SEGMENT LANDSCAPE PLAN TAL-21 71+00 TO TAL-21 76+00 1U1.14 501 C. FLOREANI C. FLOREANI L. FRENCH   1U2.02 A EX ROW TCE R-4214501 GENERAL NOTESGENERAL NOTES LANDSCAPING LEGEND BARK MULCH LAWN SEED SHRUB AND GROUNDCOVER MIX 1: Viburnum davidii / DAVID VIBURNUM Spiraea japonica 'Walbuma' / MAGIC CARPET SPIREA Polystichum munitum / WESTERN SWORD FERN Helictotrichon sempervirens / BLUE OAT GRASS SHRUB AND GROUNDCOVER MIX 2: Lonicera pileata / BOX-LEAF HONEYSUCKLE Berberis thunbergii 'Concorde' / CONCORDE BARBERRY Polystichum munitum / WESTERN SWORD FERN Carex testacea / ORANGE SEDGE SHRUB AND GROUNDCOVER MIX 3: Rosa rugosa 'Hansa' / HANSA RUGOSA ROSE Symphoricarpos albus / SNOWBERRY Polystichum munitum / WESTERN SWORD FERN Mahonia repens / CREEPING OREGON GRAPE SHRUB AND GROUNDCOVER MIX 4: Species to match existing conditions Amelanchier laevis / ALLEGHENY SERVICEBERRY Carpinus betulus 'Fastigiata' / COLUMNAR HORNBEAM Ginkgo biloba 'Autumn Gold' / AUTUMN GOLD GINKGO Maackia amurensis / AMUR MAACKIA Malus 'Schmidtcutleaf' / GOLDEN RAINDROPS CRABAPPLE Parrotia persica 'Vanessa' / VANESSA PERSIAN IRONWOOD Quercus rubra / RED OAK Pinus nigra / AUSTRIAN PINE EXISTING TREE - SEE SITE PREPARATION PLANS FOR TREE PROTECTION FENCING AND EXISTING TREES TO BE REMOVED. 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 DRAINAGE, 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. PRIOR TO SEEDING OR PLANTING, CONTRACTOR TO DEMONSTRATE TO PROJECT REPRESENTATIVE THAT THE SYSTEM IS OPERATIONAL. 5.PROTECT ALL VEGETATION NOT INDICATED FOR REMOVAL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO RESTORE OR REPLACE ANY PLANTING AREAS THAT ARE DAMAGED AS A RESULT OF CONSTRUCTION. 6.REFER TO THE SITE PREPARATION PLANS AND THE APPROVED PROTECTED TREE AND PLANT MAINTENANCE PLAN. SEE TREE AND PLANT PROTECTION SPECIFICATIONS. HATCH PATTERN ON PLANS MAY BE SHOWN IN DIFFERENT ORIENTATION THAN SHOWN ON LEGEND. 761680 - 0 0 3 0 761680 - 0 0 1 0 885767 - 0 0 2 0 312305 - 9 1 3 4 312305-9025 86+00 87+00 88+00 89+00 90+00 91+00 C:\pw_workdir\den003\jeg_floreacn\d0601389\1 U1.10.dwg | Layout: 1U1.15PLOTTED: Nov 05, 2021-10:22:04am By FLOREACNXREFS: KCMTD-BORDER_2020.dwg; X-SHEETCUTS_Overall.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-LEGEND.dwg; 18229-SV-BS_Renton.dwg; X-ALIGN.dwg; X-ROW_RENTON.dwg; X-IL_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL STATE O F W A SHIN GT ONLI CEN S E D LANDSCA P E A R C HITECTNO. 1465 EXP. 12 /0 3 /21LORCA N B R IAN FR E NCHMETRO PROJECT ENGINEER 20'40' SCALE: 1" = 40' 0' TALBOT RD S (TAL-21-LINE) RENTON SEGMENT LANDSCAPE PLAN TAL-21 86+00 TO TAL-21 91+00 1U1.15 502 C. FLOREANI C. FLOREANI L. FRENCH   1U2.01 A 1U2.01 C 1U2.02 C EX ROW ROW - PROPOSED 4.7'12.4'R-4214502 GENERAL NOTESGENERAL NOTES LANDSCAPING LEGEND BARK MULCH LAWN SEED SHRUB AND GROUNDCOVER MIX 1: Viburnum davidii / DAVID VIBURNUM Spiraea japonica 'Walbuma' / MAGIC CARPET SPIREA Polystichum munitum / WESTERN SWORD FERN Helictotrichon sempervirens / BLUE OAT GRASS SHRUB AND GROUNDCOVER MIX 2: Lonicera pileata / BOX-LEAF HONEYSUCKLE Berberis thunbergii 'Concorde' / CONCORDE BARBERRY Polystichum munitum / WESTERN SWORD FERN Carex testacea / ORANGE SEDGE SHRUB AND GROUNDCOVER MIX 3: Rosa rugosa 'Hansa' / HANSA RUGOSA ROSE Symphoricarpos albus / SNOWBERRY Polystichum munitum / WESTERN SWORD FERN Mahonia repens / CREEPING OREGON GRAPE SHRUB AND GROUNDCOVER MIX 4: Species to match existing conditions Amelanchier laevis / ALLEGHENY SERVICEBERRY Carpinus betulus 'Fastigiata' / COLUMNAR HORNBEAM Ginkgo biloba 'Autumn Gold' / AUTUMN GOLD GINKGO Maackia amurensis / AMUR MAACKIA Malus 'Schmidtcutleaf' / GOLDEN RAINDROPS CRABAPPLE Parrotia persica 'Vanessa' / VANESSA PERSIAN IRONWOOD Quercus rubra / RED OAK Pinus nigra / AUSTRIAN PINE EXISTING TREE - SEE SITE PREPARATION PLANS FOR TREE PROTECTION FENCING AND EXISTING TREES TO BE REMOVED. 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 DRAINAGE, 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. PRIOR TO SEEDING OR PLANTING, CONTRACTOR TO DEMONSTRATE TO PROJECT REPRESENTATIVE THAT THE SYSTEM IS OPERATIONAL. 5.PROTECT ALL VEGETATION NOT INDICATED FOR REMOVAL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO RESTORE OR REPLACE ANY PLANTING AREAS THAT ARE DAMAGED AS A RESULT OF CONSTRUCTION. 6.REFER TO THE SITE PREPARATION PLANS AND THE APPROVED PROTECTED TREE AND PLANT MAINTENANCE PLAN. SEE TREE AND PLANT PROTECTION SPECIFICATIONS. HATCH PATTERN ON PLANS MAY BE SHOWN IN DIFFERENT ORIENTATION THAN SHOWN ON LEGEND. 3 2 2 3 0 5 - 9 0 8 1 3 2 2 3 0 5 - 9 1 5 6 3 2 2 3 0 5 - 9 0 7 9 32230 5 - 9 0 7 9 32+ 0 0 33+00 34+00 35+00 36+00 C:\pw_workdir\den003\jeg_floreacn\d0601389\1 U1.10.dwg | Layout: 1U1.16PLOTTED: Nov 05, 2021-10:22:28am By FLOREACNXREFS: KCMTD-BORDER_2020.dwg; X-SHEETCUTS_Overall.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-LEGEND.dwg; 18229-SV-BS_Renton.dwg; X-ALIGN.dwg; X-ROW_RENTON.dwg; X-IL_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL STATE O F W A SHIN GT ONLI CEN S E D LANDSCA P E A R C HITECTNO. 1465 EXP. 12 /0 3 /21LORCA N B R IAN FR E NCHMETRO PROJECT ENGINEER 20'40' SCALE: 1" = 40' 0' SE CARR RD MILL AVE SWELLS AVE S(CAR-LINE) RENTON SEGMENT LANDSCAPE PLAN CAR 32+00 TO CAR 36+50 1U1.16 503 C. FLOREANI C. FLOREANI L. FRENCH   1U2.02 A EX ROW PEDESTRIAN RAILING, TYP PEDESTRIAN RAILING, TYP R-4214503 GENERAL NOTESGENERAL NOTES LANDSCAPING LEGEND BARK MULCH LAWN SEED SHRUB AND GROUNDCOVER MIX 1: Viburnum davidii / DAVID VIBURNUM Spiraea japonica 'Walbuma' / MAGIC CARPET SPIREA Polystichum munitum / WESTERN SWORD FERN Helictotrichon sempervirens / BLUE OAT GRASS SHRUB AND GROUNDCOVER MIX 2: Lonicera pileata / BOX-LEAF HONEYSUCKLE Berberis thunbergii 'Concorde' / CONCORDE BARBERRY Polystichum munitum / WESTERN SWORD FERN Carex testacea / ORANGE SEDGE SHRUB AND GROUNDCOVER MIX 3: Rosa rugosa 'Hansa' / HANSA RUGOSA ROSE Symphoricarpos albus / SNOWBERRY Polystichum munitum / WESTERN SWORD FERN Mahonia repens / CREEPING OREGON GRAPE SHRUB AND GROUNDCOVER MIX 4: Species to match existing conditions Amelanchier laevis / ALLEGHENY SERVICEBERRY Carpinus betulus 'Fastigiata' / COLUMNAR HORNBEAM Ginkgo biloba 'Autumn Gold' / AUTUMN GOLD GINKGO Maackia amurensis / AMUR MAACKIA Malus 'Schmidtcutleaf' / GOLDEN RAINDROPS CRABAPPLE Parrotia persica 'Vanessa' / VANESSA PERSIAN IRONWOOD Quercus rubra / RED OAK Pinus nigra / AUSTRIAN PINE EXISTING TREE - SEE SITE PREPARATION PLANS FOR TREE PROTECTION FENCING AND EXISTING TREES TO BE REMOVED. 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 DRAINAGE, 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. PRIOR TO SEEDING OR PLANTING, CONTRACTOR TO DEMONSTRATE TO PROJECT REPRESENTATIVE THAT THE SYSTEM IS OPERATIONAL. 5.PROTECT ALL VEGETATION NOT INDICATED FOR REMOVAL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO RESTORE OR REPLACE ANY PLANTING AREAS THAT ARE DAMAGED AS A RESULT OF CONSTRUCTION. 6.REFER TO THE SITE PREPARATION PLANS AND THE APPROVED PROTECTED TREE AND PLANT MAINTENANCE PLAN. SEE TREE AND PLANT PROTECTION SPECIFICATIONS. HATCH PATTERN ON PLANS MAY BE SHOWN IN DIFFERENT ORIENTATION THAN SHOWN ON LEGEND. 322305-9299 322305-9053 322305-9237 322305-9299 322305-9040 292305-9151 43+00 44+00 45+00 46+00 47+00 C:\pw_workdir\den003\jeg_floreacn\d0601389\1 U1.10.dwg | Layout: 1U1.17PLOTTED: Nov 05, 2021-10:22:50am By FLOREACNXREFS: KCMTD-BORDER_2020.dwg; X-SHEETCUTS_Overall.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-LEGEND.dwg; 18229-SV-BS_Renton.dwg; X-ALIGN.dwg; X-ROW_RENTON.dwg; X-IL_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL STATE O F W A SHIN GT ONLI CEN S E D LANDSCA P E A R C HITECTNO. 1465 EXP. 12 /0 3 /21LORCA N B R IAN FR E NCHMETRO PROJECT ENGINEER 20'40' SCALE: 1" = 40' 0' SE CARR RD 105TH PL SE(CAR-LINE) RENTON SEGMENT LANDSCAPE PLAN CAR 42+50 TO CAR 47+50 1U1.17 504 C. FLOREANI C. FLOREANI L. FRENCH   ROUTI N G C H A N G E D 60% TO BE SUBMITTED AT A LATER DATE R-4214504 GENERAL NOTESGENERAL NOTES LANDSCAPING LEGEND BARK MULCH LAWN SEED SHRUB AND GROUNDCOVER MIX 1: Viburnum davidii / DAVID VIBURNUM Spiraea japonica 'Walbuma' / MAGIC CARPET SPIREA Polystichum munitum / WESTERN SWORD FERN Helictotrichon sempervirens / BLUE OAT GRASS SHRUB AND GROUNDCOVER MIX 2: Lonicera pileata / BOX-LEAF HONEYSUCKLE Berberis thunbergii 'Concorde' / CONCORDE BARBERRY Polystichum munitum / WESTERN SWORD FERN Carex testacea / ORANGE SEDGE SHRUB AND GROUNDCOVER MIX 3: Rosa rugosa 'Hansa' / HANSA RUGOSA ROSE Symphoricarpos albus / SNOWBERRY Polystichum munitum / WESTERN SWORD FERN Mahonia repens / CREEPING OREGON GRAPE SHRUB AND GROUNDCOVER MIX 4: Species to match existing conditions Amelanchier laevis / ALLEGHENY SERVICEBERRY Carpinus betulus 'Fastigiata' / COLUMNAR HORNBEAM Ginkgo biloba 'Autumn Gold' / AUTUMN GOLD GINKGO Maackia amurensis / AMUR MAACKIA Malus 'Schmidtcutleaf' / GOLDEN RAINDROPS CRABAPPLE Parrotia persica 'Vanessa' / VANESSA PERSIAN IRONWOOD Quercus rubra / RED OAK Pinus nigra / AUSTRIAN PINE EXISTING TREE - SEE SITE PREPARATION PLANS FOR TREE PROTECTION FENCING AND EXISTING TREES TO BE REMOVED. 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 DRAINAGE, 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. PRIOR TO SEEDING OR PLANTING, CONTRACTOR TO DEMONSTRATE TO PROJECT REPRESENTATIVE THAT THE SYSTEM IS OPERATIONAL. 5.PROTECT ALL VEGETATION NOT INDICATED FOR REMOVAL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO RESTORE OR REPLACE ANY PLANTING AREAS THAT ARE DAMAGED AS A RESULT OF CONSTRUCTION. 6.REFER TO THE SITE PREPARATION PLANS AND THE APPROVED PROTECTED TREE AND PLANT MAINTENANCE PLAN. SEE TREE AND PLANT PROTECTION SPECIFICATIONS. HATCH PATTERN ON PLANS MAY BE SHOWN IN DIFFERENT ORIENTATION THAN SHOWN ON LEGEND.322305-9063 292305 - 9 1 5 8 29230 5 - 9 1 9 8 48+00 49+00 50+00 51+00 52+00 C:\pw_workdir\den003\jeg_floreacn\d0601389\1 U1.10.dwg | Layout: 1U1.18PLOTTED: Nov 05, 2021-10:23:15am By FLOREACNXREFS: KCMTD-BORDER_2020.dwg; X-SHEETCUTS_Overall.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-LEGEND.dwg; 18229-SV-BS_Renton.dwg; X-ALIGN.dwg; X-ROW_RENTON.dwg; X-IL_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL STATE O F W A SHIN GT ONLI CEN S E D LANDSCA P E A R C HITECTNO. 1465 EXP. 12 /0 3 /21LORCA N B R IAN FR E NCHMETRO PROJECT ENGINEER 20'40' SCALE: 1" = 40' 0'106TH PL SESE CARR RD (CAR-LINE)106TH PL SERENTON SEGMENT LANDSCAPE PLAN CAR 47+50 TO CAR 52+50 1U1.18 505 C. FLOREANI C. FLOREANI L. FRENCH   ROUTI N G C H A N G E D 60% TO BE SUBMITTED AT A LATER DATE R-4214505 GENERAL NOTESGENERAL NOTES LANDSCAPING LEGEND BARK MULCH LAWN SEED SHRUB AND GROUNDCOVER MIX 1: Viburnum davidii / DAVID VIBURNUM Spiraea japonica 'Walbuma' / MAGIC CARPET SPIREA Polystichum munitum / WESTERN SWORD FERN Helictotrichon sempervirens / BLUE OAT GRASS SHRUB AND GROUNDCOVER MIX 2: Lonicera pileata / BOX-LEAF HONEYSUCKLE Berberis thunbergii 'Concorde' / CONCORDE BARBERRY Polystichum munitum / WESTERN SWORD FERN Carex testacea / ORANGE SEDGE SHRUB AND GROUNDCOVER MIX 3: Rosa rugosa 'Hansa' / HANSA RUGOSA ROSE Symphoricarpos albus / SNOWBERRY Polystichum munitum / WESTERN SWORD FERN Mahonia repens / CREEPING OREGON GRAPE SHRUB AND GROUNDCOVER MIX 4: Species to match existing conditions Amelanchier laevis / ALLEGHENY SERVICEBERRY Carpinus betulus 'Fastigiata' / COLUMNAR HORNBEAM Ginkgo biloba 'Autumn Gold' / AUTUMN GOLD GINKGO Maackia amurensis / AMUR MAACKIA Malus 'Schmidtcutleaf' / GOLDEN RAINDROPS CRABAPPLE Parrotia persica 'Vanessa' / VANESSA PERSIAN IRONWOOD Quercus rubra / RED OAK Pinus nigra / AUSTRIAN PINE EXISTING TREE - SEE SITE PREPARATION PLANS FOR TREE PROTECTION FENCING AND EXISTING TREES TO BE REMOVED. 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 DRAINAGE, 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. PRIOR TO SEEDING OR PLANTING, CONTRACTOR TO DEMONSTRATE TO PROJECT REPRESENTATIVE THAT THE SYSTEM IS OPERATIONAL. 5.PROTECT ALL VEGETATION NOT INDICATED FOR REMOVAL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO RESTORE OR REPLACE ANY PLANTING AREAS THAT ARE DAMAGED AS A RESULT OF CONSTRUCTION. 6.REFER TO THE SITE PREPARATION PLANS AND THE APPROVED PROTECTED TREE AND PLANT MAINTENANCE PLAN. SEE TREE AND PLANT PROTECTION SPECIFICATIONS. HATCH PATTERN ON PLANS MAY BE SHOWN IN DIFFERENT ORIENTATION THAN SHOWN ON LEGEND.292305-9198 322305-9063 322305-9063322305-9120 0+00 1+00 2+00 3+00 4+00 54+10 53+0054+00C:\pw_workdir\den003\jeg_floreacn\d0601389\1 U1.10.dwg | Layout: 1U1.19PLOTTED: Nov 05, 2021-10:23:40am By FLOREACNXREFS: KCMTD-BORDER_2020.dwg; X-SHEETCUTS_Overall.dwg; 18229-SV-ROW.dwg; X-PARCEL-INFO.dwg; X-LD_RENTON.dwg; X-RDWY_RENTON.dwg; X-LEGEND.dwg; 18229-SV-BS_Renton.dwg; X-ALIGN.dwg; X-ROW_RENTON.dwg; X-IL_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL STATE O F W A SHIN GT ONLI CEN S E D LANDSCA P E A R C HITECTNO. 1465 EXP. 12 /0 3 /21LORCA N B R IAN FR E NCHMETRO PROJECT ENGINEER 20'40' SCALE: 1" = 40' 0'SE CARR RDSE PETROVITSKY RDBENSON DR S (SR 515) 108TH AVE SE (SR 515) (108TH-LINE)(CAR-LINE)RENTON SEGMENT LANDSCAPE PLAN CAR 52+50 TO 108TH 4+00 1U1.19 506 C. FLOREANI C. FLOREANI L. FRENCH   ROUTI N G C H A N G E D 60% TO BE SUBMITTED AT A LATER DATE R-4214506 GENERAL NOTESGENERAL NOTES LANDSCAPING LEGEND BARK MULCH LAWN SEED SHRUB AND GROUNDCOVER MIX 1: Viburnum davidii / DAVID VIBURNUM Spiraea japonica 'Walbuma' / MAGIC CARPET SPIREA Polystichum munitum / WESTERN SWORD FERN Helictotrichon sempervirens / BLUE OAT GRASS SHRUB AND GROUNDCOVER MIX 2: Lonicera pileata / BOX-LEAF HONEYSUCKLE Berberis thunbergii 'Concorde' / CONCORDE BARBERRY Polystichum munitum / WESTERN SWORD FERN Carex testacea / ORANGE SEDGE SHRUB AND GROUNDCOVER MIX 3: Rosa rugosa 'Hansa' / HANSA RUGOSA ROSE Symphoricarpos albus / SNOWBERRY Polystichum munitum / WESTERN SWORD FERN Mahonia repens / CREEPING OREGON GRAPE SHRUB AND GROUNDCOVER MIX 4: Species to match existing conditions Amelanchier laevis / ALLEGHENY SERVICEBERRY Carpinus betulus 'Fastigiata' / COLUMNAR HORNBEAM Ginkgo biloba 'Autumn Gold' / AUTUMN GOLD GINKGO Maackia amurensis / AMUR MAACKIA Malus 'Schmidtcutleaf' / GOLDEN RAINDROPS CRABAPPLE Parrotia persica 'Vanessa' / VANESSA PERSIAN IRONWOOD Quercus rubra / RED OAK Pinus nigra / AUSTRIAN PINE EXISTING TREE - SEE SITE PREPARATION PLANS FOR TREE PROTECTION FENCING AND EXISTING TREES TO BE REMOVED. 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 DRAINAGE, 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. PRIOR TO SEEDING OR PLANTING, CONTRACTOR TO DEMONSTRATE TO PROJECT REPRESENTATIVE THAT THE SYSTEM IS OPERATIONAL. 5.PROTECT ALL VEGETATION NOT INDICATED FOR REMOVAL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO RESTORE OR REPLACE ANY PLANTING AREAS THAT ARE DAMAGED AS A RESULT OF CONSTRUCTION. 6.REFER TO THE SITE PREPARATION PLANS AND THE APPROVED PROTECTED TREE AND PLANT MAINTENANCE PLAN. SEE TREE AND PLANT PROTECTION SPECIFICATIONS. HATCH PATTERN ON PLANS MAY BE SHOWN IN DIFFERENT ORIENTATION THAN SHOWN ON LEGEND. 4+00 5+00 6+00 7+00 8+00 9+00 322305-9016 322305-9065 C:\pw_workdir\den003\jeg_floreacn\d0601389\1 U1.20.dwg | Layout: 1U1.20PLOTTED: Nov 05, 2021-10:24:47am By FLOREACNXREFS: X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_RENTON.dwg; X-RDWY_RENTON.dwg; X-LD_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; 18229-SV-BS_Kent.dwg; X-PARCEL-INFO.dwg; X-IL_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL STATE O F W A SHIN GT ONLI CEN S E D LANDSCA P E A R C HITECTNO. 1465 EXP. 12 /0 3 /21LORCA N B R IAN FR E NCHMETRO PROJECT ENGINEER 20'40' SCALE: 1" = 40' 0' 108TH AVE SE (SR 515) (108TH-LINE) RENTON SEGMENT LANDSCAPE PLAN 108TH 4+00 TO 108TH 9+00 1U1.20 507 C. FLOREANI C. FLOREANI L. FRENCH   ROUTI N G C H A N G E D 60% TO BE SUBMITTED AT A LATER DATE R-4214507 GENERAL NOTESGENERAL NOTES LANDSCAPING LEGEND BARK MULCH LAWN SEED SHRUB AND GROUNDCOVER MIX 1: Viburnum davidii / DAVID VIBURNUM Spiraea japonica 'Walbuma' / MAGIC CARPET SPIREA Polystichum munitum / WESTERN SWORD FERN Helictotrichon sempervirens / BLUE OAT GRASS SHRUB AND GROUNDCOVER MIX 2: Lonicera pileata / BOX-LEAF HONEYSUCKLE Berberis thunbergii 'Concorde' / CONCORDE BARBERRY Polystichum munitum / WESTERN SWORD FERN Carex testacea / ORANGE SEDGE SHRUB AND GROUNDCOVER MIX 3: Rosa rugosa 'Hansa' / HANSA RUGOSA ROSE Symphoricarpos albus / SNOWBERRY Polystichum munitum / WESTERN SWORD FERN Mahonia repens / CREEPING OREGON GRAPE SHRUB AND GROUNDCOVER MIX 4: Species to match existing conditions Amelanchier laevis / ALLEGHENY SERVICEBERRY Carpinus betulus 'Fastigiata' / COLUMNAR HORNBEAM Ginkgo biloba 'Autumn Gold' / AUTUMN GOLD GINKGO Maackia amurensis / AMUR MAACKIA Malus 'Schmidtcutleaf' / GOLDEN RAINDROPS CRABAPPLE Parrotia persica 'Vanessa' / VANESSA PERSIAN IRONWOOD Quercus rubra / RED OAK Pinus nigra / AUSTRIAN PINE EXISTING TREE - SEE SITE PREPARATION PLANS FOR TREE PROTECTION FENCING AND EXISTING TREES TO BE REMOVED. 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 DRAINAGE, 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. PRIOR TO SEEDING OR PLANTING, CONTRACTOR TO DEMONSTRATE TO PROJECT REPRESENTATIVE THAT THE SYSTEM IS OPERATIONAL. 5.PROTECT ALL VEGETATION NOT INDICATED FOR REMOVAL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO RESTORE OR REPLACE ANY PLANTING AREAS THAT ARE DAMAGED AS A RESULT OF CONSTRUCTION. 6.REFER TO THE SITE PREPARATION PLANS AND THE APPROVED PROTECTED TREE AND PLANT MAINTENANCE PLAN. SEE TREE AND PLANT PROTECTION SPECIFICATIONS. HATCH PATTERN ON PLANS MAY BE SHOWN IN DIFFERENT ORIENTATION THAN SHOWN ON LEGEND. 13+00 14+00 15+00 16+00 17+00 18+00 322305-9106 074090-0120 074050-0005 074090-0110 322305-9361 322305-9065 C:\pw_workdir\den003\jeg_floreacn\d0601389\1 U1.20.dwg | Layout: 1U1.21PLOTTED: Nov 05, 2021-10:25:11am By FLOREACNXREFS: X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_RENTON.dwg; X-RDWY_RENTON.dwg; X-LD_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; 18229-SV-BS_Kent.dwg; X-PARCEL-INFO.dwg; X-IL_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL STATE O F W A SHIN GT ONLI CEN S E D LANDSCA P E A R C HITECTNO. 1465 EXP. 12 /0 3 /21LORCA N B R IAN FR E NCHMETRO PROJECT ENGINEER 20'40' SCALE: 1" = 40' 0'SE 181ST STSE 180TH ST108TH AVE SE (SR 515) (108TH-LINE) RENTON SEGMENT LANDSCAPE PLAN 108TH 13+00 TO 108TH 18+00 1U1.21 508 C. FLOREANI C. FLOREANI L. FRENCH   ROUTI N G C H A N G E D 60% TO BE SUBMITTED AT A LATER DATE R-4214508 GENERAL NOTESGENERAL NOTES LANDSCAPING LEGEND BARK MULCH LAWN SEED SHRUB AND GROUNDCOVER MIX 1: Viburnum davidii / DAVID VIBURNUM Spiraea japonica 'Walbuma' / MAGIC CARPET SPIREA Polystichum munitum / WESTERN SWORD FERN Helictotrichon sempervirens / BLUE OAT GRASS SHRUB AND GROUNDCOVER MIX 2: Lonicera pileata / BOX-LEAF HONEYSUCKLE Berberis thunbergii 'Concorde' / CONCORDE BARBERRY Polystichum munitum / WESTERN SWORD FERN Carex testacea / ORANGE SEDGE SHRUB AND GROUNDCOVER MIX 3: Rosa rugosa 'Hansa' / HANSA RUGOSA ROSE Symphoricarpos albus / SNOWBERRY Polystichum munitum / WESTERN SWORD FERN Mahonia repens / CREEPING OREGON GRAPE SHRUB AND GROUNDCOVER MIX 4: Species to match existing conditions Amelanchier laevis / ALLEGHENY SERVICEBERRY Carpinus betulus 'Fastigiata' / COLUMNAR HORNBEAM Ginkgo biloba 'Autumn Gold' / AUTUMN GOLD GINKGO Maackia amurensis / AMUR MAACKIA Malus 'Schmidtcutleaf' / GOLDEN RAINDROPS CRABAPPLE Parrotia persica 'Vanessa' / VANESSA PERSIAN IRONWOOD Quercus rubra / RED OAK Pinus nigra / AUSTRIAN PINE EXISTING TREE - SEE SITE PREPARATION PLANS FOR TREE PROTECTION FENCING AND EXISTING TREES TO BE REMOVED. 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 DRAINAGE, 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. PRIOR TO SEEDING OR PLANTING, CONTRACTOR TO DEMONSTRATE TO PROJECT REPRESENTATIVE THAT THE SYSTEM IS OPERATIONAL. 5.PROTECT ALL VEGETATION NOT INDICATED FOR REMOVAL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO RESTORE OR REPLACE ANY PLANTING AREAS THAT ARE DAMAGED AS A RESULT OF CONSTRUCTION. 6.REFER TO THE SITE PREPARATION PLANS AND THE APPROVED PROTECTED TREE AND PLANT MAINTENANCE PLAN. SEE TREE AND PLANT PROTECTION SPECIFICATIONS. HATCH PATTERN ON PLANS MAY BE SHOWN IN DIFFERENT ORIENTATION THAN SHOWN ON LEGEND. 28+00 29+00 30+00 31+00 32+00 33+00 322305-9070 322305-9082 911710-0160 322305-9135 322305-9111 C:\pw_workdir\den003\jeg_floreacn\d0601389\1 U1.20.dwg | Layout: 1U1.22PLOTTED: Nov 05, 2021-10:25:33am By FLOREACNXREFS: X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_RENTON.dwg; X-RDWY_RENTON.dwg; X-LD_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; 18229-SV-BS_Kent.dwg; X-PARCEL-INFO.dwg; X-IL_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL STATE O F W A SHIN GT ONLI CEN S E D LANDSCA P E A R C HITECTNO. 1465 EXP. 12 /0 3 /21LORCA N B R IAN FR E NCHMETRO PROJECT ENGINEER 20'40' SCALE: 1" = 40' 0' 108TH AVE SE (SR 515)SE 186TH STSE 184TH LN(108TH-LINE)SE 186TH STRENTON SEGMENT LANDSCAPE PLAN 108TH 28+00 TO 108TH 33+00 1U1.22 509 C. FLOREANI C. FLOREANI L. FRENCH   1U2.01 C 1U2.02 C 1U2.02 A 1U2.01 A 1U2.01 C EX ROW ROW - PROPOSED TCE R-4214509 GENERAL NOTESGENERAL NOTES LANDSCAPING LEGEND BARK MULCH LAWN SEED SHRUB AND GROUNDCOVER MIX 1: Viburnum davidii / DAVID VIBURNUM Spiraea japonica 'Walbuma' / MAGIC CARPET SPIREA Polystichum munitum / WESTERN SWORD FERN Helictotrichon sempervirens / BLUE OAT GRASS SHRUB AND GROUNDCOVER MIX 2: Lonicera pileata / BOX-LEAF HONEYSUCKLE Berberis thunbergii 'Concorde' / CONCORDE BARBERRY Polystichum munitum / WESTERN SWORD FERN Carex testacea / ORANGE SEDGE SHRUB AND GROUNDCOVER MIX 3: Rosa rugosa 'Hansa' / HANSA RUGOSA ROSE Symphoricarpos albus / SNOWBERRY Polystichum munitum / WESTERN SWORD FERN Mahonia repens / CREEPING OREGON GRAPE SHRUB AND GROUNDCOVER MIX 4: Species to match existing conditions Amelanchier laevis / ALLEGHENY SERVICEBERRY Carpinus betulus 'Fastigiata' / COLUMNAR HORNBEAM Ginkgo biloba 'Autumn Gold' / AUTUMN GOLD GINKGO Maackia amurensis / AMUR MAACKIA Malus 'Schmidtcutleaf' / GOLDEN RAINDROPS CRABAPPLE Parrotia persica 'Vanessa' / VANESSA PERSIAN IRONWOOD Quercus rubra / RED OAK Pinus nigra / AUSTRIAN PINE EXISTING TREE - SEE SITE PREPARATION PLANS FOR TREE PROTECTION FENCING AND EXISTING TREES TO BE REMOVED. 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 DRAINAGE, 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. PRIOR TO SEEDING OR PLANTING, CONTRACTOR TO DEMONSTRATE TO PROJECT REPRESENTATIVE THAT THE SYSTEM IS OPERATIONAL. 5.PROTECT ALL VEGETATION NOT INDICATED FOR REMOVAL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO RESTORE OR REPLACE ANY PLANTING AREAS THAT ARE DAMAGED AS A RESULT OF CONSTRUCTION. 6.REFER TO THE SITE PREPARATION PLANS AND THE APPROVED PROTECTED TREE AND PLANT MAINTENANCE PLAN. SEE TREE AND PLANT PROTECTION SPECIFICATIONS. HATCH PATTERN ON PLANS MAY BE SHOWN IN DIFFERENT ORIENTATION THAN SHOWN ON LEGEND.OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHP OHP OHP OHP OHPOHPOHPOHP52+00 53+00 54+00 55+00 56+00 57+00 322305-9035 662340-0101 662340-0107 662340-0170 662340-0183 C:\pw_workdir\den003\jeg_floreacn\d0601389\1 U1.20.dwg | Layout: 1U1.23PLOTTED: Nov 05, 2021-10:25:56am By FLOREACNXREFS: X-LEGEND.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-ROW_RENTON.dwg; X-RDWY_RENTON.dwg; X-LD_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; 18229-SV-BS_Kent.dwg; X-PARCEL-INFO.dwg; X-IL_RENTON.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL STATE O F W A SHIN GT ONLI CEN S E D LANDSCA P E A R C HITECTNO. 1465 EXP. 12 /0 3 /21LORCA N B R IAN FR E NCHMETRO PROJECT ENGINEER 20'40' SCALE: 1" = 40' 0' 108TH AVE SE (SR 515)SE 192ND STCITY OF RENTON(108TH-LINE)CITY OF KENTSEE VOLUME 2 FOR CITY OF KENT IMPROVEMENTS RENTON SEGMENT LANDSCAPE PLAN 108TH 52+00 TO 108TH 57+00 1U1.23 510 C. FLOREANI C. FLOREANI L. FRENCH   NO LANDSCAPE WORK SHOWN ON THIS SHEET BOLLARDS TCE R-4214510 PLAN CURB, SIDEWALK OR PAVING EDGE 1/2 SPECIFIED SPACING, UNLESS OTHERWISE NOTED IN PLANTING SCHEDULE SPECIFIED TRIANGULAR SPACING CENTER OF GROUNDCOVER OR SHRUB PLANTS, TYP 12" GREATER THAN DIA OF ROOTBALL5'-0" STAKEHEIGHTROOTBALLDEPTH1'-0"MINTREE TRUNK SECTION 2 TREE TIES ATTACHED LOOSELY TO ALLOW FOR MINOR SWAYING 2-2"X2"12' STAKES ATTACHED TO TREE WITH LOOSELY TENSIONED TREE TIES, INSTALL PARALLEL TO WALK AND CURB, KEEP CLEAR OF ROOTBALL & WATER BAG. TREE STAKES SHOWN PERPENDICULAR TO CURB FOR GRAPHIC CLARITY ONLY, REFER TO PLAN VIEW FOR TREE STAKE ORIENTATION FINISH GRADE PRIOR TO PLACING MULCH OR SEED 1:1 SLOPE ON SIDES OF PLANTING HOLE TOP OF ROOT CROWN TO BE 1" HIGHER THAN FINISH GRADE 3" HT WATER RING 3" MULCH DEPTH, KEEP MULCH 2" CLEAR OF TREE TRUNK BACKFILL WITH PLANTING SOIL & THOROUGHLY WATER SETTLE AFTER PLACING TREE IN PLANTING PIT, CUT AND COMPLETELY REMOVE STRINGS, TWINE, AND/OR WIRE BASKETS FROM ROOTBALL; COMPLETELY REMOVE FABRIC GROW BAGS; CUT BURLAP FROM TOP 1/3 OF ROOTBALL AND REMOVE CUT BURLAP FROM PLANTING PIT CURB AND GUTTER 24" DEEP ROOT BARRIER BELOW BOND BREAK MATERIAL, 10" LONG CENTERED ON TREE; AVOID UNDERMINING PAVING SUBGRADE SIDEWALK OF TREE TRUNK L OF TREE TRUNK & PLANTING STRIP CL PLAN5'-0" MIN, TYP5'-0" MIN, TYP UNDISTURBED EX SOIL OR SOIL COMPACTED TO 85% MAX DRY DENSITY, VERIFY POSITIVE DRAINAGE PRIOR TO PLANTING ELECTRICAL CONCUIT, WATER SERVICES ETC, SHALL BE PLACED OUTSIDE OF ROOT BARRIER NOTES: 1.IF TREE IS LOCATED BEHIND THE SIDEWALK, SEE DETAIL B/1U2.01 2.ALL CONSTRUCTION DEBRIS SHALL BE REMOVED FROM TREE PITS. INSTALL MINIMUM 12" DEPTH OF PLANTING SOIL AROUND ROOT BALL PER SOIL PREPARATION DETAIL. 3.FOR CONTAINER GROWN TREES, ALL ROOT BOUND ROOTS SHALL BE CLEANLY CUT AND SEPARATED. 4.NO PRUNING OF THE TREES SHALL OCCUR AT PLANTING. ROOTBALL TREE TRUNK TREE STAKE AND TREE TIES PARALLEL TO WALK AND CURB TREE TIES; SECURE TO TREE STAKE WITH #2 PENNY COMMON NAIL (ONE PER STAKE) LOOP DIAMETER SHALL BE 6"-8" GREATER THAN TREE TRUNK DIAMETER; SECURE LOOP WITH OVERHAND SLIPKNOT, PULLED AGAINST A SECOND OVERHAND KNOT, TIED ON THE TREE TIES WATER RING SHALL BE 6" FROM EDGE OF TREE STAKE ROOT BARRIER MIN. 10'LX2'D CENTER LENGTH ON TREE, BOTH SIDES OF PLANTER STRIP 12" GREATER THAN DIA OF ROOTBALL5'-0" STAKEHEIGHTTREE TRUNK SECTION UNDISTURBED EX SOIL OR SOIL COMPACTED TO 85% MAX DRY DENSITY, VERIFY POSITIVE DRAINAGE PRIOR TO PLANTING ROOTBALL TREE TRUNK TREE STAKE TREE TIES; SECURE TO TREE STAKE WITH #2 PENNY COMMON NAIL (ONE PER STAKE) LOOP DIAMETER SHALL BE 6"-8" GREATER THAN TREE TRUNK DIAMETER; SECURE LOOP WITH OVERHAND SLIPKNOT, PULLED AGAINST A SECOND OVERHAND KNOT, TIED ON THE TREE TIESPLAN FINISH GRADE PRIOR TO PLACING MULCH OR SEED 1:1 SLOPE ON SIDES OF PLANTING HOLE WATER RING SHALL BE 6" FROM EDGE OF TREE STAKE TOP OF ROOT CROWN TO BE 1" HIGHER THAN FINISH GRADE 3" HT WATER RING 3" MULCH DEPTH, KEEP MULCH 2" CLEAR OF TREE TRUNK WATER BAG BACKFILL WITH PLANTING SOIL & THOROUGHLY WATER SETTLE NOTES: 1.TREE PIT WIDTH SHALL NOT BE LESS THAN 2 TIMES THE ROOT BALL DIAMETER 2.STREET TREES SHALL NOT BE PLACED WITHIN THE SIGHT DISTANCE TRIANGLE 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 AS INDICATED ON PLANTING PLANS. OF TREE TRUNK CL ROOTBALLDEPTH1'-0"MIN2 TREE TIES ATTACHED LOOSELY TO ALLOW FOR MINOR SWAYING 2-2"X2"12' STAKES ATTACHED TO TREE WITH LOOSELY TENSIONED TREE TIES, INSTALL PARALLEL TO WALK AND CURB, KEEP CLEAR OF ROOTBALL & WATER BAG 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 WATER BAG 12" GREATER THAN DIA OF ROOTBALL5'-0" STAKEHEIGHTROOTBALLDEPTH1'-0"MINTREE TRUNK SECTION UNDISTURBED EX SOIL OR SOIL COMPACTED TO 85% MAX DRY DENSITY, VERIFY POSITIVE DRAINAGE PRIOR TO PLANTING ROOTBALLTREE TRUNK TREE STAKE TREE TIES; SECURE TO TREE STAKE WITH #2 PENNY COMMON NAIL (ONE PER STAKE) LOOP DIAMETER SHALL BE 6"-8" GREATER THAN TREE TRUNK DIAMETER; SECURE LOOP WITH OVERHAND SLIPKNOT, PULLED AGAINST A SECOND OVERHAND KNOT, TIED ON THE WEBBED FABRIC TAPEPLAN WATER RING SHALL BE 6" FROM EDGE OF TREE STAKE FINISH GRADE PRIOR TO PLACING MULCH OR SEED 1:1 SLOPE ON SIDES OF PLANTING HOLE TOP OF ROOT CROWN TO BE 1" HIGHER THAN FINISH GRADE 3" HT WATER RING 3" MULCH DEPTH, KEEP MULCH 2" CLEAR OF TREE TRUNK WATER BAG BACKFILL WITH PLANTING SOIL & THOROUGHLY WATER SETTLE 2 TREE TIES ATTACHED LOOSELY TO ALLOW FOR MINOR SWAYING 2-2"X2"12' STAKES ATTACHED TO TREE WITH LOOSELY TENSIONED TREE TIES, INSTALL PARALLEL TO WALK AND CURB, KEEP CLEAR OF ROOTBALL & WATER BAG AFTER PLACING TREE IN PLANTING PIT, CUT AND COMPLETELY REMOVE STRINGS, TWINE, AND/OR WIRE BASKETS FROM ROOTBALL; COMPLETELY REMOVE FABRIC GROW BAGS; CUT BURLAP FROM TOP 1/3 OF ROOTBALL AND REMOVE CUT BURLAP FROM PLANTING PIT NOTES: 1.TREE PIT WIDTH SHALL NOT BE LESS THAN 2 TIMES THE ROOT BALL DIAMETER 2.STREET TREES SHALL NOT BE PLACED WITHIN THE SIGHT DISTANCE TRIANGLE 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 AS INDICATED ON PLANTING PLANS.C:\pw_workdir\den003\ext_jb081907\d0601389\1 U2.01.dwg | Layout: 1U2.01PLOTTED: Nov 02, 2021-11:54:08am By jbakkeXREFS: KCMTD-BORDER_2020.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL STATE O F W A S HIN GT ONLI CEN S E D LANDSC A P E A R C HITECTNO. 1465 EX P. 12 /0 3 /21LORCA N B R IAN FR E NCHMETRO PROJECT ENGINEER RENTON SEGMENT LANDSCAPE DETAILS 1U2.01 C. FLOREANI C. FLOREANI L. FRENCH SCALE: DECIDUOUS TREE PLANTING WITH WATER BAG IN PLANTER & ROADWAY MEDIAN DETAIL NTS A 1U2.01 SCALE: DECIDUOUS TREE PLANTING AT BACK OF SIDEWALK DETAIL NTS B 1U2.01 SCALE: GROUNDCOVER & SHRUB PLANTING LAYOUT DETAIL NTS C 1U2.01 SCALE: CONIFER TREE PLANTING AT BACK OF SIDEWALK DETAIL NTS D 1U2.01 511 R-4214511 SECTIONROOTBALLDEPTH PLANTING HOLE TO BE 6" LARGER THAN DIA OF ROOTBALL FOR PLANTS WITH 1 GAL CONTAINERS, 12" LARGER THAN DIA OF ROOTBALL FOR PLANTS FROM 2 GAL CONTAINERS 3" BARK MULCH DEPTH; KEEP MULCH LAYER AWAY FROM FOLIAGE FINISH GRADE PRIOR TO PLACING BARK MULCH LIGHTLY SCARIFY ROOTBALL TO LOOSEN ROOTS PRIOR TO PLANTING 1:1 SLOPE ON SIDES OF PLANTING HOLE BACKFILL WITH PLANTING SOIL & THOROUGHLY WATER SETTLE UNDISTURBED EX SOIL OR EX SOIL COMPACTED TO 85% MAX DRY DENSITY; VERIFY POSITIVE DRAINAGE PRIOR TO CONSTRUCTION TOP OF ROOT CROWN TO BE FLUSH WITH FINISH GRADE STEP 1 EXCAVATE EXISTING SOIL TO 11" DEPTH BELOW ADJACENT CURB OR PAVING. AVOID UNDERMINING ADJACENT CURB OR PAVING SUBBASE MATERIAL. PROVIDE PERCOLATION TEST PER SPECS, PRIOR TO PROCEEDING TO STEP 2. STEP 2 THOROUGHLY SCARIFY SUBGRADE TO A MIN 10" DEPTH. OWNER'S REP SHALL REVIEW & APPROVE WORK PRIOR TO PROCEEDING TO STEP 3. STEP 3 INSTALL 8" DEPTH OF PLANTING SOIL & WATER SETTLE/COMPACT PRIOR TO INSTALLING PLANTS. REVIEW FINISH GRADE WITH OWNER'S REP PRIOR TO PLANTING. STEP 4 INSTALL PLANTS. STEP 5 INSTALL 3" MULCH DEPTH. STEP 1 STEP 4STEP 3 3" MULCH DEPTH, INSTALL TOP OF MULCH FLUSH WITH TOP OF ADJACENT CURB OR PAVING LEVEL WITH TOP OF ADJACENT CURB OR PAVING INSTALL PLANTS STEP 2 PLANTING SOIL STEP 5 FINISH GRADE UNDISTURBED EXISTING SOIL OR FILL COMPACTED TO 85% MAXIMUM DRY DENSITY, TYP; VERIFY POSITIVE DRAINAGE PRIOR TO CONSTRUCTION SECTION 10"8"3"10"8"LIFTSTEP 1 EXCAVATE EXISTING SOIL TO 15" DEPTH BELOW ADJACENT CURB OR PAVING. AVOID UNDERMINING ADJACENT CURB OR PAVING SUBBASE MATERIAL. PROVIDE PERCOLATION TEST PER SPECS, PRIOR TO PROCEEDING TO STEP 2. STEP 2 THOROUGHLY SCARIFY SUBGRADE TO A MIN 12" DEPTH. OWNER'S REP SHALL REVIEW & APPROVE WORK PRIOR TO PROCEEDING TO STEP 3. STEP 3 INSTALL 12" DEPTH OF PLANTING SOIL & WATER SETTLE/COMPACT PRIOR TO INSTALLING PLANTS. REVIEW FINISH GRADE WITH OWNER'S REP PRIOR TO PLANTING. STEP 5 INSTALL PLANTS. STEP 6 INSTALL 3" MULCH DEPTH. STEP 1 STEP 4STEP 3 3" MULCH DEPTH, INSTALL TOP OF MULCH FLUSH WITH TOP OF ADJACENT CURB OR PAVINGLEVEL WITH TOP OF ADJACENT CURB OR PAVING INSTALL PLANTS STEP 2 PLANTING SOIL STEP 5 FINISH GRADE UNDISTURBED EXISTING SOIL OR FILL COMPACTED TO 85% MAXIMUM DRY DENSITY, TYP; VERIFY POSITIVE DRAINAGE PRIOR TO CONSTRUCTION SECTION 12"3"12"12"LIFT11"15"12"12"12"NOTE 1.ALL DIMENSIONS INDICATE COMPACTED DEPTHS. 2.REMOVE STRUCTURAL FILL AND CONSTRUCTION DEBRIS PRIOR TO BEGINNING WORK. NOTE 1.ALL DIMENSIONS INDICATE COMPACTED DEPTHS. 2.REMOVE STRUCTURAL FILL AND CONSTRUCTION DEBRIS PRIOR TO BEGINNING WORK. STEP 1 EXCAVATE EXISTING SOIL 7" FOR MULCH AREAS AND 4.5" FOR SEED AREAS BELOW ADJACENT CURB, WALL, OR PAVING. REMOVE SUBBASE FILL MATERIAL FROM PLANTING AREA. STEP 2 SCARIFY SUBGRADE TO A MINIMUM 6" DEPTH. OWNER'S REP SHALL REVIEW & APPROVE WORK PRIOR TO PROCEEDING TO STEP 3. STEP 3 INSTALL MINIMUM 4" DEPTH OF PLANTING SOIL. WATER SETTLE/COMPACT PRIOR TO INSTALLING LAWN SEED OR MULCH. REVIEW FINISH GRADE WITH OWNER'S REP PRIOR TO SEEDING OR INSTALLING MULCH. STEP 4 INSTALL LAWN SEED OR 3" DEPTH MULCH. NOTES: 1.ALL DIMENSIONS INDICATE COMPACTED DEPTHS. 2.REMOVE STRUCTURAL FILL AND CONSTRUCTION DEBRIS PRIOR TO BEGINNING WORK. SECTION STEP 1 STEP 4STEP 3 SEED OR MULCH STEP 2 FINISH GRADE UNDISTURBED EXISTING SOIL OR FILL COMPACTED TO 85% MAXIMUM DRY DENSITY, TYP; VERIFY POSITIVE DRAINAGE PRIOR TO CONSTRUCTION 4" DEPTH PLANTING SOIL 6"4"LIFTIN SEEDED AREAS, FINISH GRADE WILL BE 1/2" BELOW ADJACENT CURB, WALL, OR PAVING SCARIFY DEPTH TO SUBGRADE, SEE STEP 1 10"C:\pw_workdir\den003\ext_jb081907\d0601389\1 U2.01.dwg | Layout: 1U2.02PLOTTED: Nov 02, 2021-11:54:09am By jbakkeXREFS: KCMTD-BORDER_2020.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL STATE O F W A S HIN GT ONLI CEN S E D LANDSC A P E A R C HITECTNO. 1465 EX P. 12 /0 3 /21LORCA N B R IAN FR E NCHMETRO PROJECT ENGINEER RENTON SEGMENT LANDSCAPE DETAILS 1U2.02 C. FLOREANI C. FLOREANI L. FRENCH SCALE: SEED LAWN & MULCH SOIL PREP DETAIL NTS A 1 U2.02 SCALE: GROUNDCOVER & SHRUB PLANTING DETAIL NTS C 1 U2.02 SCALE: SOIL PREP FOR PLANTING AREAS WITHOUT TREES DETAIL NTS D 1 U2.02 SCALE: SOIL PREP FOR SHRUB & GROUNDCOVER PLANTING AREAS WITH TREES DETAIL NTS B 1 U2.02 512 R-4214512 LEGEND W20-1 48" 48" ROAD WORK AHEAD 48" 48" BE PREPARED TO STOP W20-7B 48" 48" W20-4 ONE LANE ROAD AHEAD 48" 48" W20-7A W20-1 48" 48" ROAD WORK AHEAD 48" 48" W20-4 ONE LANE ROAD AHEAD 48" 48" BE PREPARED TO STOP W20-7B 48" 48" W20-7A (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. URBAN STREETS 35 / 40 MPH 25 / 30 MPH 45 / 55 MPH 60 / 65 MPH 48" 48" W20-7A W20-1 48" 48" ROAD WORK AHEAD 48" 48" W20-4 ONE LANE ROAD AHEAD 48" 48" BE PREPARED TO STOP W20-7B 50/65 TAPER TANGENT 10 TO 20 MPH 35/45 25/30 10 TO 20 10 TO 20 40 60 80 SIGN SPACING = X (1) RURAL HIGHWAYS RURAL ROADS RURAL ROADS & URBAN ARTERIALS RURAL ROADS, URBAN ARTERIALS, RESIDENTIAL & BUSINESS DISTRICTS 25 MPH OR LESS 100' (2) 200' (2) 350' 500' 800' ONE-LANE, TWO-WAY TRAFFIC CONTROL WITH FLAGGERSINTERSECTING ROADWAYW20-7B (OPTIONAL IF 40 MPH OR LESS) W20-7B (OPTIONAL IF 40 MPH OR LESS) W20-7B (OPTIONAL IF 40 MPH OR LESS) FLAGGING STATION TEMPORARY SIGN LOCATION CHANNELIZING DEVICES PROTECTIVE VEHICLE WORK AREA 1. 2. 3. 4. 50' TO 100' 6 DEVICE MIN. 50' TO 100' 6 DEVICE MIN. 50' TO 300' NOTES ALL SIGNS ARE BLACK ON ORANGE. EXTENDING THE CHANNELIZING DEVICE TAPER ACROSS SHOULDER IS RECOMMENDED. NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT FLAGGING STATIONS. SEE THE STANDARD SPECIFICATIONS FOR ADDITIONAL DETAILS. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. LONGITUDINAL BUFFER SPACE = B SPEED (MPH)25 30 35 40 45 50 55 60 65 70 LENGTH (feet)250 305 360 425 495 570 645 730155200 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R 150'100'172'123'100' HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT > 22,000 lbs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED 74' BUFFER DATA CHANNELIZATION DEVICE SPACING (FEET)C:\Users\ngaier\appdata\local\temp\AcPublish_42260\1 TC1.01.dwg | Layout: 1TC1.01PLOTTED: Nov 15, 2021-07:42:27am By NGAIERXREFS: KCMTD-BORDER_2020.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER RENTON SEGMENT TRAFFIC CONTROL PLAN   1TC1.01 513 A. VILLAR C. WILCOX S. FORMAN   R-4214513 1 PCMS RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' 45 / 55 MPHRURAL ROADS 500' 25 / 30 MPH 200' (2) URBAN STREETS 25 MPH OR LESS 100' (2) PCMSTMA10 550 605 660 105 125 150 205 270 165 225 295 180 245 320 540 115 - - -- - 720 660 780 840 25 30 35 40 45 50 55 10' 60 40 40 65 70 SHOULDER WIDTH (feet) 160 200 220 170 190 240 150 190 130 170 120 150 40 60 60 90 90 90 WORK AREA PCMSTMAW4-2(L) 48" 48" 48" 48" RIGHT LANE CLOSED AHEAD W20-5R W20-1 48" 48" ROAD WORK AHEAD 2 60 / 65 MPHRURAL HIGHWAYS FREEWAYS & EXPRESSWAYS 25 30 35 40 50 55 12 60 11 65 70 LANE WIDTH (feet) 8' 55 / 70 MPH 800' 1 MILE AHEAD LEGEND TEMPORARY SIGN LOCATION TRAFFIC SAFETY DRUM SEQUENTIAL ARROW SIGN TRANSPORTABLE ATTENUATOR PORTABLE CHANGEABLE MESSAGE SIGN MPH 50/70 35/45 25/30 TAPER TANGENT 40 30 20 80 60 40 RURAL ROADS & URBAN ARTERIALS RESIDENTIAL & BUSINESS DISTRICTS 1500' (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 500 550 600 495 450 45 USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THEN 8'. SINGLE-LANE CLOSURE FOR MULTI-LANE ROADWAYS RIGHT LANE CLOSURE FIELD LOCATE 1 MILE ± IN ADVANCE OF LANE CLOSURE SIGNING. SPEED (MPH)25 30 35 40 45 50 55 60 65 70 LENGTH (feet)250 305 360 425 495 570 645 730155200 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R 150'100'172'123'100' HOST VEHICLE WEIGHT9,900 TO 22,000 lbs.HOST VEHICLE WEIGHT> 22,000 lbs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH 74' SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. EXTEND DEVICE TAPER AT L/3 ACROSS SHOULDER. DEVICES SHALL NOT ENCROACH INTO THE ADJACENT LANE. USE TRANSVERSE DEVICES IN CLOSED LANE EVERY 1000' (FT) (RECOMMENDED). DEVICE SPACING FOR THE DOWNSTREAM TAPER SHALL BE 20' (FT). ALL SIGNS ARE BLACK ON ORANGE. 1. 2. 3. 4. 5. 6. NOTES2' MIN.SEE NOTE 4 C:\Users\ngaier\appdata\local\temp\AcPublish_42260\1 TC1.01.dwg | Layout: 1TC1.02PLOTTED: Nov 15, 2021-07:42:34am By NGAIERXREFS: KCMTD-BORDER_2020.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER RENTON SEGMENT TRAFFIC CONTROL PLAN   1TC1.02 514 A. VILLAR C. WILCOX S. FORMAN   R-4214514 W4-2(L) 48" 48" 48" 48" RIGHT TWO LANES CLOSED AHEAD W20-501 W20-1 48" 48" ROAD WORK AHEADPCMS TMAW4-2(L) 48" 48" 25 30 35 40 45 50 55 60 65 70 FREEWAYS & EXPRESSWAYS MPH 50/70 35/45 25/30 TAPER TANGENT 40 30 20 80 60 40 25 30 35 40 45 50 55 10 12 550 605 660 60 11 105 125 150 205 270 450 500 165 225 295 495 550 180 245 320 540 600 115 65 70 LANE WIDTH (feet) - - -- - 720 660 780 840 10' 8' 40 40 SHOULDER WIDTH (feet) 160 200 220 170 190 240 150 190 130 170 120 150 40 60 60 90 90 90 55 / 70 MPH 200' (2) 100' (2) RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' 45 / 55 MPHRURAL ROADS 500' 60 / 65 MPH 800' RURAL HIGHWAYS 25 / 30 MPH URBAN STREETS TRAFFIC SAFETY DRUM TEMPORARY SIGN LOCATION SEQUENTIAL ARROW SIGN TRANSPORTABLE ATTENUATOR PORTABLE CHANGEABLE MESSAGE SIGN TEMPORARY SIGN LOCATION (5' FT MOUNTING HEIGHT)TMAPCMS LEGEND DOUBLE-LANE CLOSURE FORMULTI-LANE ROADWAYS (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 1500' CHANNELIZATION DEVICE SPACING (feet)USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THEN 8'. 25 MPH OR LESS 1 PCMS 2 FIELD LOCATE 1 MILE ± IN ADVANCE OF LANE CLOSURE SIGNING. WATCH FOR SLOW TRAFFIC 2 LANES CLOSED AHEAD XXX L 2L L B L/3 1000' or X WORK AREA2' MIN.R 200' RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS 1. 2. 3. 4. 5. 6. SEE NOTE 4 NOTES SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. EXTEND DEVICE TAPER AT L/3 ACROSS SHOULDER. DEVICES SHALL NOT ENCROACH INTO THE ADJACENT LANES. USE TRANSVERSE DEVICES IN CLOSED LANE EVERY 1000' (FT) (RECOMMENDED). DEVICE SPACING FOR THE DOWNSTREAM TAPER SHALL BE 20' (FT). ALL SIGNS ARE BLACK ON ORANGE. SPEED (MPH)25 30 35 40 45 50 55 60 65 70 LENGTH (feet)250 305 360 425 495 570 645 730155200 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R 150'100'172'123'100' HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT > 22,000 lbs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH 74'C:\Users\ngaier\appdata\local\temp\AcPublish_42260\1 TC1.01.dwg | Layout: 1TC1.03PLOTTED: Nov 15, 2021-07:42:42am By NGAIERXREFS: KCMTD-BORDER_2020.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER RENTON SEGMENT TRAFFIC CONTROL PLAN   1TC1.03 515 A. VILLAR C. WILCOX S. FORMAN   R-4214515 WORK AREA W20-1 48" 48" ROAD WORK AHEAD W21-5 48" 48" SHOULDER WORK RURAL ROADS & URBAN ARTERIALS URBAN STREETS 25 MPH OR LESS 100' (2) 200' (2) 35 / 40 MPH 25 / 30 MPH 350' 25 30 35 40 45 50 55 60 65 70 SHOULDER WIDTH (feet) MPH 35/40 25/30 TAPER TANGENT 30 20 60 40 10' 8'40 - -- -- - - - - - - -40 40 60 60 90 90 90 USE A 3 DEVICES TAPER FOR SHOULDERS LESS THEN 8' (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. SIGN SPACING = X (1) RURAL ROADS, URBAN ARTERIALS, RESIDENTIAL & BUSINESS DISTRICTS CHANNELIZATION DEVICE SPACING (feet) SHOULDER CLOSURE - LOW SPEED TEMPORARY SIGN LOCATION CHANNELIZING DEVICES PROTECTIVE VEHICLE LEGEND 2' MIN.10' MIN.NOTES DEVICE SPACING FOR THE DOWNSTREAM TAPER SHALL BE 20' (FT). ALL SIGNS ARE BLACK ON ORANGE. 1. 2. SPEED (MPH)25 30 35 40 45 50 55 60 65 70 LENGTH (feet)250 305 360 425 495 570 645 730155200 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R 150'100'172'123'100' HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT > 22,000 lbs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED 74'C:\Users\ngaier\appdata\local\temp\AcPublish_42260\1 TC1.01.dwg | Layout: 1TC1.04PLOTTED: Nov 15, 2021-07:42:48am By NGAIERXREFS: KCMTD-BORDER_2020.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER RENTON SEGMENT TRAFFIC CONTROL PLAN   1TC1.04 516 A. VILLAR C. WILCOX S. FORMAN   R-4214516 W20-1 48" 48" ROAD WORK AHEAD W4-2(L) 48" 48" W20-1 48" 48" ROAD WORK AHEAD W1-4(L) 48" 48" R4-7BB/W 48" 48" CENTER LANE CLOSED AHEAD W20-5C 25 30 35 40 45 50 55 10 12 60 11 105 125 150 205 270 450 500 165 225 295 495 550 180 245 320 540 600 115 65 70 - - -- - -- - - - - - MPH 50 35/45 25/30 TAPER TANGENT 40 30 20 80 60 40 PCMSPCMSRURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' 45 / 55 MPHRURAL ROADS 500' 25 / 30 MPH 200' (2) URBAN STREETS 25 MPH OR LESS 100' (2) 48" 48" RIGHT LANE CLOSED AHEAD W20-5R PCMS (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. LANE WIDTH (feet) CHANNELIZATION DEVICE SPACING (feet) RIGHT LANE CLOSURE WITH SHIFT - 5 LANE ROADWAY 1 2 1 MILE AHEAD RIGHT LANE CLOSURE FIELD LOCATE IN ADVANCE OF TEMPORARY SIGNS. 1 2 FIELD LOCATE IN ADVANCE OF TEMPORARY SIGNS. CENTER LANE CLOSED NO LEFT TURNING WORKAREA L/2 TAPER TRAFFIC DEVICES TAPER L/2 LEGEND TEMPORARY SIGN LOCATION CHANNELIZING DEVICES SEQUENTIAL ARROW SIGN PROTECTIVE VEHICLE PORTABLE CHANGEABLE MESSAGE SIGN TEMPORARY SIGN LOCATION (5' MOUNTING HEIGHT) RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS NOTES DEVICE SPACING 1/2 DISTANCE FOR OPPOSING 1. 2. 3. 4. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. RECOMMEND EXTENDING DEVICE TAPER (L/3) ACROSS SHOULDER. FOR POSTED SPEED LIMITS OF 30 MPH OR LESS, USE SIGN W1-3IN LIEU OF SIGN W1-4. ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. SPEED (MPH)25 30 35 40 45 50 55 60 65 70 LENGTH (feet)250 305 360 425 495 570 645 730155200 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R 150'100'172'123'100' HOST VEHICLE WEIGHT9,900 TO 22,000 lbs.HOST VEHICLE WEIGHT> 22,000 lbs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED 74'C:\Users\ngaier\appdata\local\temp\AcPublish_42260\1 TC1.01.dwg | Layout: 1TC1.05PLOTTED: Nov 15, 2021-07:42:55am By NGAIERXREFS: KCMTD-BORDER_2020.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER RENTON SEGMENT TRAFFIC CONTROL PLAN   1TC1.05 517 A. VILLAR C. WILCOX S. FORMAN   R-4214517 WORK AREA W20-1 48" 48" ROAD WORK AHEAD W20-5L 48" 48" LEFT LANE CLOSED AHEAD 48" 48" W4-2R W20-1 48" 48" ROAD WORK AHEAD W20-5L 48" 48" LEFT LANE CLOSED AHEAD 48" 48" W4-2R 25 30 35 40 45 50 55 10 12 60 11 105 125 150 205 270 450 500 165 225 295 495 550 180 245 320 540 600 115 65 70 - - -- - -- - - - - - MPH 50 35/45 25/30 TAPER TANGENT 40 30 20 80 60 40 PCMSPCMSPCMS RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' 45 / 55 MPHRURAL ROADS 500' 25 / 30 MPH 200' (2) URBAN STREETS 25 MPH OR LESS 100' (2) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS LANE WIDTH (feet) CHANNELIZATION DEVICE SPACING (feet) LEGEND TEMPORARY SIGN LOCATION CHANNELIZING DEVICES SEQUENTIAL ARROW SIGN PROTECTIVE VEHICLE PORTABLE CHANGEABLE MESSAGE SIGN LEFT LANE AND CENTER TURN LANE CLOSURE - 5 LANE ROADWAY 1 2 FIELD LOCATE IN ADVANCE OF TEMPORARY SIGNS. CENTER LANE CLOSED NO LEFT TURNING L/2 TAPER L/2 TAPER SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. ALL SIGNS ARE BLACK ON ORANGE. 1. 2. NOTES SPEED (MPH)25 30 35 40 45 50 55 60 65 70 LENGTH (feet)250 305 360 425 495 570 645 730155200 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R 150'100'172'123'100' HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT > 22,000 lbs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED 74'C:\pw_workdir\den003\jeg_ngaier\d0601389\1 TC1.01.dwg | Layout: 1TC1.06PLOTTED: Nov 15, 2021-07:45:06am By NGAIERXREFS: KCMTD-BORDER_2020.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER RENTON SEGMENT TRAFFIC CONTROL PLAN   1TC1.06 518 A. VILLAR C. WILCOX S. FORMAN   R-4214518 OPTIONAL IF 40 MPH OR LESS W4-2(L) 48" 48" W20-1 48" 48" ROAD WORK AHEAD RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' 45 / 55 MPHRURAL ROADS 500' 60 / 65 MPH 800' RURAL HIGHWAYS 25 / 30 MPH 200' (2) URBAN STREETS 25 MPH OR LESS 100' (2) 25 30 35 40 45 50 55 10 12 550 605 660 60 11 105 125 150 205 270 450 500 165 225 295 495 550 180 245 320 540 600 115 65 70 - - -- - 720 660 -- W4-2(L) 48" 48" 48" 48" BE PREPARED TO STOP W20-7B 48" 48" W20-7A 48" 48" W20-4 ONE LANE ROAD AHEAD W20-1 48" 48" ROAD WORK AHEAD 48" 48" BE PREPARED TO STOP W20-7B 48" 48" W20-7A 48" 48" BE PREPARED TO STOP W20-7B 48" 48" W20-7A 48" 48" BE PREPARED TO STOP W20-7B 48" 48" W20-4 ONE LANE ROAD AHEAD W20-1 48" 48" ROAD WORK AHEAD 48" 48" W20-7A 48" 48" RIGHT LANE CLOSED AHEAD W20-5R W20-1 48" 48" ROAD WORK AHEAD MPH 50/70 35/45 25/30 TAPER TANGENT 40 30 20 80 60 40 48" 48" CENTER LANE CLOSED AHEAD W20-5C 1. 2. 3. 4. CHANNELIZATION DEVICE SPACING (feet) LANE WIDTH (feet) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. LEGEND FLAGGING STATION TEMPORARY SIGN LOCATION CHANNELIZING DEVICES SEQUENTIAL ARROW SIGN PROTECTIVE VEHICLE - RECOMMENDED TEMPORARY SIGN LOCATION (5' MOUNTING HEIGHT) WORK AREA RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS RECOMMEND EXTENDING DEVICE TAPER (L/3) ACROSS SHOULDER. IF A SIGNAL IS PRESENT, IT SHALL BE SET TO "RED FLASH MODE" OR TURNED OFF DURING FLAGGING OPERATIONS. MAINTAIN A MINIMUM OF ONE ACCESS POINT FOR EACH BUSINESS WITHIN WORK AREA LIMITS. ALL SIGNS ARE BLACK ON ORANGE. INTERSECTION LANE CLOSURE - FIVE LANE ROADWAY SPEED (MPH)25 30 35 40 45 50 55 60 65 70 LENGTH (feet)250 305 360 425 495 570 645 730155200 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R 150'100'172'123'100' HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT > 22,000 lbs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED 74' NOTES C:\Users\ngaier\appdata\local\temp\AcPublish_42260\1 TC1.01.dwg | Layout: 1TC1.07PLOTTED: Nov 15, 2021-07:43:08am By NGAIERXREFS: KCMTD-BORDER_2020.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER RENTON SEGMENT TRAFFIC CONTROL PLAN   1TC1.07 519 A. VILLAR C. WILCOX S. FORMAN   R-4214519 R8-3 24" x 30" R/W SIDEWALK CLOSED SIDEWALK CLOSED AHEAD WORK AREA SIDEWALK CLOSED AHEAD R9-11 24" x 12" B/W R9-11 24" x 12" B/W R9-9 24" x 12" B/W R9-10 24" x 12" B/W SIDEWALK CLOSED DETOUR DETOUR 30" 24" 30" 24" R9-10 24" x 12" B/W SIDEWALK CLOSED INSTALL ON TYPE 2 BARRICADES THROUGHOUT THE WORK AREA 24 HOURS PRIOR TO IMPLEMENTING TRAFFIC CONTROL. PRIOR NOTIFICATION OF LOCAL LAW ENFORCEMENT REQUIRED. CONTROLS SHOWN ARE FOR PEDESTRIAN TRAFFIC ONLY. A 60" PATH WIDTH SHOULD BE MAINTAINED (48" IS THE MINIMUM). CONTACT AND COORDINATE IMPACTED TRANSIT AGENCIES PRIOR TO IMPLEMENTING ANY CLOSURES. SEE SHEET TC-52 FOR TEMPORARY PEDESTRIAN RAMP DETAILS. ADA PEDESTRIAN FACILITIES MUST BE MAINTAINED. SEE STANDARD SPECIFICATION 1-10.2(1)B. TEMPORARY PEDESTRIAN PUSH BUTTONS SHALL BE PLACED ON THE DIVERTED PATH WHEN EXISTING BUTTONS ARE NOT ACCESSIBLE TO PEDESTRIANS. 2. 3. 4. 5. 6. LEGEND INTERSECTION PEDESTRIAN TRAFFIC CONTROL WORK AREA M4-9B B/O M4-9B B/O NOTES 1. TEMPORARY SIGN LOCATION CHANNELIZING DEVICES PEDESTRIAN CHANNELIZING DEVICES TEMPORARY PEDESTRIAN RAMP FOR SIDEWALKS TEMPORARY SIGN LOCATION (5' MOUNTING HEIGHT)C:\pw_workdir\den003\jeg_ngaier\d0601389\1 TC1.01.dwg | Layout: 1TC1.08PLOTTED: Nov 15, 2021-07:46:30am By NGAIERXREFS: KCMTD-BORDER_2020.dwgIMAGES: No.REVISION DATEBYAPP'D DESIGNED: DRAWN: CHECKED: CHECKED: APPROVED: PROJECT NO: CONTRACT NO: METRO TRANSIT CAPITAL DIVISION DATE: DRAWING NO: SHEET NO: OF METRO RAPIDRIDE I LINE NOVEMBER 2021P. ENG E00566E18 CXXXXXXXX XXXX 60% SUBMITTAL METRO PROJECT ENGINEER RENTON SEGMENT TRAFFIC CONTROL PLAN   1TC1.08 520 A. VILLAR C. WILCOX S. FORMAN   R-4214520