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6 �x 3c ',SPs E ES SEc HIM TYPICAL SECTION AND DETAIL DRAWING NUMBERING T (v REFERENCING SYSTEM SYSTEM KEY: N RENTON SEGMENT C } q �1 (1) THE SECTION IS CUT ON DRAWING Al01: — Q DISCIPLINE ;0 SECTION LETTER C CIVIL W — — — _r ELEVATION LETTER E ELECTRICAL 'yA/ EC EROSION CONTROL AI GENERAL 01 I INTERCONNECT A3.01 L LIGHTING DRAWING ON WHICH SECTIONIELEVATION S STATION APPEARS. TS TRAFFIC SIGNAL U LANDSCAPING (2) ON DRAWING A105 THIS SECTION IS IDENTIFIED: KE NT SEGMENT SECTION LETTER AREA LOCATION �+ SECTION DRAWING ON WHICH SECTION WAS (FOR PROJECTS WITH �_2 C1.01 SCALE: A1.0 TAKEN. MULTIPLE LOCATIONS) DISCIPLINE SEQUENTIAL DESIGNATOR SEQUENTIAL DRAWING NUMBER WITHIN (3) DETAILS ARE CROSS-REFERENCED IN A SIMILAR MANNER, EXCEPT DISCIPLINE AND DESIGNATED CATEGORY -- — THAT DETAILS ARE IDENTIFIED BY NUMBERS RATHER THAN BY SEPARATOR LETTERS. AUBURN SEGMENT VICINITY MAP I NOT TO SCALE SNOHKEN MORE BOTHE KING Vwm. • ® LOCATION MAP - aas • Duvnu LaNOT TO SCALE King County c NO ZW EDMONO EDINA METRO • ATTIE BELLEVUE • CARE • S4MM WASHINGTON AD 90 B Q 60 FAL Or METRO TRANSIT 5 i PRESTO • RAPIDRIDE 4p5 155•UAH BEN TO IL -= I LINE VABHDN I`"ND DE ielo) Cl KING COUNTY MOINE C? 0 G • MAPLE KENT VALLEY �O p'a 60% SUBMITTAL A UR Dlq K D PROJECT NOVEMBER 2021 5 ALGONA VICINITY • TACOMA PACIFIC • KING CO. 0 P DESIGNED'. AEPROVEO: METRO TRANSIT CAPITAL DIVISION DATE: 60 /o SUBMITTAL va�►Obs , CWILCOX A. VILIAR P. ENG RAPIDRIDE I LINE NOVEMBER 2021 TS pe w��.� oRAwn: T° L9 King County w % . CHECKED: PROJECTNO: VOLUME METRO RENTCRANING NO MAN '. T s.EDRE00588E18 ON SEGMENT 1G0.00 i BE ${l CHECKED: CONTRACTING nD. a=_vr,ION er APPo once °""'' COVER GREET Na oT METRO PROJECT ENGINEER CXKXKK%XX I 1 1 XXXX R-42141 N ABBREVIATIONS: ABBREVIATIONS (CONTINUED): GENERAL NOTES: 1 BOT BOTTOM POB POINT OF BEGINNING APPLICABILITY C) CJ CONSTRUCTION JOINT POE POINT OF END 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 I COA CITY OF AUBURN PRC POINT OF REVERSE CURVE CASE OF CONFLICT, THE MOST STRINGENT REQUIREMENTS SHALL APPLY. IN CASE THAT ONE OR MORE ELEMENTS OF Q THE WORK ARE NOT COVERED BY REQUIREMENTS OF AN AGENCY, OR AGENCIES, THE REQUIREMENTS IN THESE COK CITY OF KENT PROP PROPOSED NOTES SHALL APPLY. W CONIC CONCRETE PSE PUGET SOUND ENERGY GENERAL NOTES CDR CITY OF RENTON PT POINT 1. ALL WORK METHODS AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND THE CL CENTERLINE PVC POINT OFVERTICAL CURVE 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. CP CENTER POINT PVI POINT OF VERTICAL INTERSECTION CSBC CRUSHED SURFACING BASE COURSE PVT POINT OF VERTICAL TANGENT 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 CSTC CRUSHED SURFACING TOP COURSE RT RIGHT APPOINTED REPRESENTATIVE(S) AND THE PROJECT REPRESENTATIVE. DIA DIAMETER ROW RIGHT OF WAY 3. ASSUME FULL RESPONSIBILITY FOR WORKER SAFETY, AND DAMAGE TO STRUCTURES AND IMPROVEMENTS RESULTING FROM CONSTRUCTION OPERATIONS. DWG DRAWING SF SQUARE FOOT/FEET 4. MAINTAIN THE FOLLOWING THROUGHOUT THE EXECUTION OF THIS PROJECT, AND AT A LOCATION KNOWN AND E EASTING SHLDR SHOULDER ACCEPTABLE TO THE PROJECT REPRESENTATIVE AND THE JURISDICTIONAL REPRESENTATIVES ASSIGNED TO THE PROJECT: EJ EXPANSION JOINT SPA SPACING A ALL APPLICABLE PERMITS, AND CONDITIONING THEREIN. ELEV ELEVATION SR STATE ROUTE B. THE APPROVED PLANS. C. A CURRENT COPY OF THE DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS FROM EX EXISTING STD STANDARD EACH AGENCY HAVING JURISDICTION OVER THE SITES OF WORK. D. TRAFFIC CONTROL AND STREET MAINTENANCE PLANS APPROVED BY THE AGENCY OR AGENCIES HAVING FL FLOW LINE SYM SYMMETRICAL JURISDICTION OVER THE SITES OF WORK. E. ACURRENT SET OF RECORD (AS CONSTRUCTED) DRAWINGS. HMA HOT MIX ASPHALT TC TOP OF CURB F. COPIES OF THE HEALTH, SAFETY AND ACCIDENT PREVENTION PLANS. IE INVERT ELEVATION TCE TEMPORARY CONSTRUCTION EASEMENT 5. WORK SHALL CONFORM TO THE APPROVED DRAWINGS AND THE CONTRACT SPECIFICATIONS. CHANGES TO KCM KING COUNTY METRO TESC TEMPORARY EROSION AND SEDIMENT CONTROL THESE DOCUMENTS REQUIRE PRE -APPROVAL FROM THE PROJECT REPRESENTATIVE AND THE AGENCY HAVING JURISDICTION OVER THE SITES OF WORK. L LENGTH TSP TRANSIT SIGNAL PRIORITY 6. PROVIDE THE PROJECT REPRESENTATIVE WITH A SET OF RECORD DRAWINGS THAT MEET THE CONTRACT LT LEFT TYP TYPICAL REQUIREMENTS PRIOR TO THE PROJECT FINAL APPROVAL. MAX MAXIMUM UNO UNLESS NOTED OTHERWISE 7. PRIOR TO CONSTRUCTION OF METRO FOOTINGS AND FACILITIES, PLEASE CONTACT METRO INSPECTORS AND MIN MINIMUM UTIL UTILITY 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 N NORTHING W/ WITH METRO FOOTINGS MUST BE INSPECTED AND APPROVED BY METRO INSPECTORS BEFORE ANY CONCRETE IS POURED. NO. NUMBER WSDOT WASHINGTON STATE DEPARTMENT OF TRANSPORTATION WORK SCHEDULE NOTES NITS NOT TO SCALE OC ON CENTER 1. DAYS AND HOURS OF WORK SHALL CONFORM TO THE CONDITIONS IN THE PERMITS ISSUED BY THE AGENCY HAVING JURISDICTIONS OVER SITES OF WORK. PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVATURE 5 �o DESIGNED, VPRMD. g�$ 60% SUBMITTAL Jacobs 'Po�T,A C.TOWEIL P. ENG L r of40i, DRnwx. r King County F c m p • �-, CHECKED x rya `""Mm: PR"`U� METRO 2916 ��� �'�g �OMg*68%b�sa S.ECKED E005 TN Y °�oxet LN cNEc�D: coxrRacTxo. w No. REVISICn Nv .F' :a[. ti 0- METRO PROJECT ENGINEER cXX%%%%%X METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE GENERAL NOTES AND ABBREVIATIONS NOVEMBER 2021 MNWING NHxw= G 3HUTNO OF 2 R-42142 r SHEETINDEX N VOLUME 7 VOLUME 2 VOLUME 3 qtl- I SHEET DRAWING NUMBER DESCRIPTION SHEET DRAWING NUMBER DESCRIPTION SHEET DRAWING NUMBER DESCRIPTION 0 1 iG0.00 VOLUME I RENTON SEGMENT - COVER 1 2GO.00 VOLUME 2 KENT SEGMENT -COVER 1 3GO.00 VOLUME 3 AUBURN SEGMENT - COVER 2 GO.01 GENERAL NOTES AND ABBREVIATIONS 2 GO.01 GENERAL NOTES AND ABBREVIATIONS 2 GO.01 GENERAL NOTES AND ABBREVIATIONS Q 3 GO.02 RENTON, KENT&AUBURN - INDEX 3 GO.02 RENTON, KENT,&AUBURN - INDEX 3 GO.02 RENTON, KENT,&AUBURN - INDEX 4-6 131.01-iG1.03 RENTON SEGMENT - SHEET KEY 4-6 2G2.01 - 2G2.03 KENT SEGMENT - SHEET KEY 4 3G3.01 AUBURN SEGMENT - SHEET KEY W 7 iC0.01 RENTON SEGMENT -CONTROL NOTES& COORDINATES SHEET 7 2CO.01 KENT SEGMENT -CONTROL NOTES& COORDINATES SHEET 5 3CO.01 AUBURN SEGMENT -CONTROL NOTES& COORDINATES SHEET 8-9 1C1.OA-iC1.OB RENTON SEGMENT - ROW& SURVEY CONTROL ALIGNMENT TABLES 8 2C1.00 KENT SEGMENT - ROW & SURVEY CONTROL ALIGNMENT TABLES 6 3C1.00 AUBURN SEGMENT - ROW & SURVEY CONTROL ALIGNMENT TABLES 10-78 1C1.01-iC1.69 RENTON SEGMENT -ROW, SURVEY CONTROL& ALIGNMENT PLANS 9-101 2C1.01 - 2C1.93 KENT SEGMENT - ROW, SURVEY CONTROL& ALIGNMENT PLANS 7-55 3C1.01-3C1.49 AUBURN SEGMENT - ROW, SURVEY CONTROL& ALIGNMENT PLANS 79-85 1 C3.01 - lG3.07 RENTON SEGMENT- ROADWAY TYPICAL SECTIONS 102-111 2C3.01 - 2C3. 10 KENT SEGMENT- ROADWAY TYPICAL SECTIONS 56-60 3C3.01 - 3C3.05 AUBURN SEGMENT- ROADWAY TYPICAL SECTIONS 86-88 iC4.OA-iC4.00 RENTON- TREE INVENTORY TABLE& TREE PROTECTION DETAILS 112-115 2C4.OA - 2C4.0D KENT SEGMENT- TREE INVENTORY TABLES& TREE PROTECTION DETAILS 61 3C4.0A AUBURN SEGMENT- TREE INVENTORY TABLES& TREE PROTECTION DETAILS 89 IC4.00 RENTON SEGMENT - SITE PREPARATION GENERAL NOTES 116 2C4.00 KENT SEGMENT - SITE PREPARATION GENERAL NOTES 62 3C4.00 AUBURN SEGMENT - SITE PREPARATION GENERAL NOTES 90-115 1 C4.01 - 1 C4.23 RENTON SEGMENT- SITE PREPARATION PLANS 117-147 2C4.01 - 2C4.29 KENT SEGMENT- SITE PREPARATION PLANS 63-80 3C4.01A - 3C4.13 AUBURN SEGMENT- SITE PREPARATION PLANS 116 1C2.00 RENTON SEGMENT- PAVING GENERAL NOTES 148 2C2.00 KENT SEGMENT- PAVING GENERAL NOTES 81 3C2.00 AUBURN SEGMENT- PAVING GENERAL NOTES 117.139 1 C2.01 - 1 C2.23 RENTON SEGMENT -PAVING PLANS 149-179 2C2.01 - 2C2.29 KENT SEGMENT -PAVING PLANS 82-95 3C2.01 - 3C2.13 AUBURN SEGMENT -PAVING PLANS 140 1S3.01 RENTONSEGMENT- TYPICAL STATION LAYOUTS 180 2S3.01 KENT SEGMENT- TYPICAL STATION LAYOUTS 96 3S3.01 AUBURN SEGMENT- TYPICAL STATION LAYOUTS 141 iS1.00 RENTONSEGMENT- STATION GENERAL NOTES 181 2S1.00 KENT SEGMENT- STATION GENERAL NOTES 97 3S1.00 AUBURN SEGMENT- STATION GENERAL NOTES 142-170 1S1.01-iS1.29 RENTON SEGMENT -STATION PLANS 182-216 2S1.01-2S1.34 KENT SEGMENT -STATION PLANS 98-113 3S1.01-3S1.16 AUBURN SEGMENT -STATION PLANS 171 1S4.01 RENTON SEGMENT -TYPICAL STATION ELEVATIONS 217 2S4.01 KENT SEGMENT- TYPICAL STATION ELEVATIONS 114 3S4.01 AUBURN SEGMENT- TYPICAL STATION ELEVATIONS 172 1S5.01 RENTON SEGMENT -TYPICAL STATION SECTIONS 218 2S5.01 KENT SEGMENT- TYPICAL STATION SECTIONS 115 3S5.01 AUBURN SEGMENT- TYPICAL STATION SECTIONS 173 1S6.01 RENTON SEGMENT- TYPICAL STATION DETAILS 219 2S6.01 KENT SEGMENT- TYPICAL STATION DETAILS 116 3S6.01 AUBURN SEGMENT- TYPICAL STATION DETAILS 174-195 1 C6.01 - 1 C6.22 RENTON SEGMENT- INTERSECTION GRADING &CURB RAMP PLANS 220-242 2C6.01 - 2C6.20 KENT SEGMENT- INTERSECTION GRADING &CURB RAMP PLANS 117-122 3C6.01 - 3C6.05 AUBURN SEGMENT- INTERSECTION GRADING &CURB RAMP PLANS 196-197 105.01-105.02 RENTON SEGMENT - CIVIL DETAILS 243-244 2C5.01 - 2C5.02 KENT SEGMENT - CIVIL DETAILS 123 3C5.01 AUBURN SEGMENT - CIVIL DETAILS 198-201 1 C9.01 - 1C9.04 RENTON SEGMENT -DRIVEWAY PLANS & PROFILES 245-261 2C9.01 - 2C9.17 KENT SEGMENT -DRIVEWAY SHEETS 124-125 3C9.01 - 3C9.02 AUBURN SEGMENT -DRIVEWAY PLANS 202 1C7.00 RENTON SEGMENT- DRAINAGE GENERAL NOTES 262 2C7.00 KENT SEGMENT- DRAINAGE GENERAL NOTES 126 3C7.00 AUBURN SEGMENT- DRAINAGE GENERAL NOTES 203-225 iC7.01-1C7.23 RENTON SEGMENT -DRAINAGE PLANS 263-294 2C7.01 - 2C7.29 KENT SEGMENT -DRAINAGE PLANS 127-137 3C7.01 - 3C7.11 AUBURN SEGMENT -DRAINAGE PLANS 226-229 1DRP.01 - 1DRP.04 RENTON SEGMENT- DRAINAGE PROFILES 295-301 2DRP.01 - 2DRP.07 KENT SEGMENT- DRAINAGE PROFILES 138 3DRP.01 AUBURN SEGMENT- DRAINAGE PROFILES 230-237 1 DRD.01 - 1 DRD.08 RENTON SEGMENT- DRAINAGE DETAILS 302-307 2DRD.01 - 2DRD.06 KENT SEGMENT- DRAINAGE DETAILS 139-143 3DR.01 - 3DR.05 AUBURN SEGMENT- SHELTER DRAINAGE DETAILS 238-239 1EC.OA - 1EC.OB RENTON SEGMENT- TESC GENERAL NOTES 308 2EC1.00 KENT SEGMENT- TESC GENERAL NOTES 144 3EC.00 AUBURN SEGMENT- TESC GENERAL NOTES 240-262 1EC1.01-1EC1.23 RENTON SEGMENT-TESC PLANS 309-344 2EC1.01-2EC1.29 KENT SEGMENT -TESC PLANS 145-158 3EC1.01 - 3EC1.13A AUBURN SEGMENT -TESC PLANS 263 1UT.00 RENTON SEGMENT- UTILITY GENERAL NOTES 345 2ED.01 KENT SEGMENT -TESC DETAILS 159 3ED.01 AUBURN SEGMENT -TESC DETAILS 264-286 1 UT.01 - 1UT.23 RENTON SEGMENT -UTILITY PLANS 346-377 2UT.01 - 2UT.29 KENT SEGMENT -UTILITY PLANS 160 3UT.00 AUBURN SEGMENT- UTILITY GENERAL NOTES 287 11.113.01 RENTON SEGMENT- UTILITY PROFILES 378 2UP.01 KENT SEGMENT- UTILITY PROFILES 161-173 3UT.01 - 3UT.13 AUBURN SEGMENT -UTILITY PLANS 288-291 1ROAD -iR0.03 RENTON SEGMENT- RETAINING WALL GENERAL NOTES &KEYMAP 379-380 2UD.01 - 2UD.02 KENT SEGMENT -UTILITY DETAILS 174 3UP.01 AUBURN SEGMENT- UTILITY PROFILES 292-298 1R1.01-iR1.07 RENTON SEGMENT- RETAINING WALL PLAN & ELEVATION 381-383 2R000-2RO.02 KENT SEGMENT- RETAINING WALL GENERAL NOTES &KEY MAP 175-176 3RO.00 - 3RO.01 AUBURN SEGMENT- RETAINING WALL GENERAL NOTES &KEY MAP 299-301 1 R2.01 - 1 R2.03 RENTON SEGMENT- RETAINING WALL DETAILS 384-392 2R1.01-2131.09 KENT SEGMENT- RETAINING WALL PLAN & ELEVATION 177-178 3R2.01 - 3R2.02 AUBURN SEGMENT- RETAINING WALL SCHEDULE & DETAILS 302 IC8.00 RENTON SEGMENT - SIGNING& STRIPING GENERAL NOTES 393-394 2R2.01-2112.02 KENT SEGMENT- RETAINING WALL DETAILS 179 3C8.00 AUBURN SEGMENT - SIGNING& STRIPING GENERAL NOTES 303-339 iC8.01-iC8.23 RENTON SEGMENT - SIGNING&STRIPING PLANS 395 2C8.00 KENT SEGMENT - SIGNING& STRIPING GENERAL NOTES 180-200 3C8.01-3C8.14 AUBURN SEGMENT - SIGNING&STRIPING PLANS 340-341 1CD.01 - 1CD.02 RENTON SEGMENT- STRIPING DETAILS 396-426 2C8.01 - 2C8.29 KENT SEGMENT - SIGNING&STRIPING PLANS 201 3CD.01 AUBURN SEGMENT- STRIPING DETAILS 342-343 1 SS.01 - 18S.02 RENTON SEGMENT - SIGN SCHEDULE 427 2CD.01 KENT SEGMENT- STRIPING DETAILS 202 3SS.01 AUBURN SEGMENT - SIGN SCHEDULE 344 1TS1.00 RENTON SEGMENT- SIGNAL GENERAL NOTES 428429 2SS.01 - 2SS.02 KENT SEGMENT - SIGN SCHEDULE 203 3TS1.00 AUBURN SEGMENT- SIGNAL GENERAL NOTES AND LEGEND 345-400 1TS1.01A-1TS1.15A RENTON SEGMENT -SIGNAL PLANS 430 2TS1.00 KENT SEGMENT- SIGNAL GENERAL NOTES 204-225 3TS1.01A-3TS1.06C AUBURN SEGMENT - SIGNAL PLANS 401 111.00 RENTON SEGMENT- INTERCONNECT GENERAL NOTES 431-489 2TS1.01A-2TS1.15D KENT SEGMENT -SIGNAL PLANS 226 3TS2.01 AUBURN SEGMENT -SIGNAL DETAILS 402-423 1I1.01-111.23 RENTON SEGMENT- INTERCONNECT PLANS 490 2TS2.01 KENT SEGMENT -SIGNAL DETAILS 227 311.00 AUBURN SEGMENT- INTERCONNECT GENERAL NOTES 424-438 112.01-112.15 RENTON SEGMENT- FIBER OPTIC DETAILS 491 211.00 KENT SEGMENT- INTERCONNECT GENERAL NOTES 228-230 311.11 - 311.13B AUBURN SEGMENT- INTERCONNECT PLANS 439 iL1.N1 RENTON SEGMENT- ILLUMINATION GENERAL NOTES, CONSTRUCTION NOTES, AND LEGEND 492-536 211.01-211.37 KENT SEGMENT- INTERCONNECT PLANS 231-233 312.01-312.03 AUBURN SEGMENT- FIBER SCHEMATIC AND DETAILS 440-457 1L1.05-111.23 RENTON SEGMENT -LIGHTING PLANS 537-556 212.01 - 212.20 KENT SEGMENT- INTERCONNECT DETAILS 234 3L1.N1 AUBURN SEGMENT- LIGHTING GENERAL NOTES 458-465 1L2.01 - 112.08 RENTONSEGMENT- LIGHTING WIRING SCHEMATIC, SCHEDULE & DETAILS 557 2L1.N1 KENT SEGMENT- ILLUMINATION POLE SCHEDULE AND LEGEND 235-244 31-1.01-31.1.10 AUBURN SEGMENT -LIGHTING PLANS 466 1E1.00 RENTON SEGMENT- ELECTRICAL SITE GENERAL NOTES 558-586 21-1.01-21-1.29 KENT SEGMENT -LIGHTING PLANS 245-248 31-2.01-31.2.04 AUBURN SEGMENT -LIGHTING WIRING SCHEMATIC & POLE SCHEDULE 467-482 1E1.01-1E1.14 RENTONSEGMENT- ELECTRICAL SITE PLANS 587-596 21-2.01-21-2.10 KENT SEGMENT- LIGHTING SCHEDULE & DETAILS 249 3E1.00 AUBURN SEGMENT- ELECTRICAL SITE GENERAL NOTES 483-486 1 E2.01 - 1E2.04 RENTON SEGMENT- ELECTRICAL DETAILS 597 2E1.00 KENT SEGMENT- ELECTRICAL SITE GENERAL NOTES 250-267 3E1.01 - 3E1.12 AUBURN SEGMENT- ELECTRICAL SITE PLANS 487 11,11.00 RENTON SEGMENT- LANDSCAPE SCHEDULES & GENERAL NOTES 598-637 2E1.01-2E1.33 KENT SEGMENT- ELECTRICAL SITE PLANS 268-271 3E2.01 - 3E2.04 AUBURN SEGMENT- ELECTRICAL DETAILS 488-510 1U1.01-1U1.23 RENTON SEGMENT -LANDSCAPE PLANS 638-641 2E2.01 - 2E2.04 KENT SEGMENT- ELECTRICAL DETAILS 272 31.1.00 AUBURN SEGMENT- LANDSCAPE SCHEDULE & GENERAL NOTES 511-512 1 U2.01 - 1 U2.02 RENTON SEGMENT- LANDSCAPE DETAILS 642 21.11.00 KENT SEGMENT- LANDSCAPE SCHEDULE & GENERAL NOTES 273-286 31.11.01-31.1.13 AUBURN SEGMENT -LANDSCAPE PLANS 513-520 1TC1.01 - ITC1.08 RENTON SEGMENT -TRAFFIC CONTROL PLANS 643-673 21.11.01-21.11.29 KENT SEGMENT -LANDSCAPE PLANS 287-288 3U2.01-31.2.02 AUBURN SEGMENT -LANDSCAPE DETAILS 674-675 21.2.01-21,12.02 KENT SEGMENT- LANDSCAPE DETAILS 289-294 3TC1.01 - 3TC1.06 AUBURN SEGMENT- TRAFFIC CONTROL PLANS 676-685 2TC1.01 - 2TC1.10 KENT SEGMENT- TRAFFIC CONTROL PLANS C`? x Jo HU O DESIGNED'. MPROVFD: METRO TRANSIT CAPITAL DIVISION DATE'. 60 /o SUBMITTAL ' NOVEMBER 2021 e� vaCo 6�sTa.ab DRAWN ELL P.ENG RAPIDRIDE I LINE Q or .a g g ryo °�Y r W1LC0X King County o CHECKED: PROJECT NO: pUWINGNO'. �Og'PCA see° s. FORMAN E00566E18 METRO RENTON, KENT &AUBURN G0.02 w y y e9/opet ENS JN:DC '. DNmATNO W.. CHECINDEX SH TN¢ No REdSlON 5Y APP�D DATE o o a METRO PROJECT ENGINEER CX%%%%l(%X 3 XXXX R-42143 SHEET KEY-RENTON NOT TO SCALE 60% SUBMITTAL 7 . Jacobs it A.VIL. P. P ENGKing County METRO C WILC X ""ORM PRN,EE18 S. FORM4N E06566E18CHECHIM COMFACTNO'. No. REVISICn Nv AP'J w[. METRO PROJECT ENGINEER CXXXXXXXX METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SHEET KEY 1 OF 3 v NOVEMBER 2021 WWINONO 1G1.01 ;NFETNO: C£ 4 XX%X R-42144 R-42145 SEE VOLUME 2 CITY OF CITY OF RENTON KENT 60% SUBMITTAL 7 . Jacobs � OT4i A.VIL. P ENG P. King County METRO C WILC X ""ORM off9p f9+' � ��OHAL � S. FORM4N EX)SWEPROJECTNo E06566E18 CHECHIM CCMNACTNO'. No. REVISION Ny qp"J y111 METRO PROJECT ENGINEER CXXXXXXXX METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SHEET KEY 3OF3 NOVEMBER 2021 WWINONO 1G1.03 ;NFETNO: C£ 6 XXXX R-42146 $ H H R-42147 =3 R-42148 =3 R-42149 GENERAL NOTES 1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2. REFER TO SHEET iC1.OA AND iC1.OB FOR ALIGNMENT TABLES AND SHEET 1CO.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) �_ — • — — CITY LIMIT I BOUNDARY (EXISTING) U — • • — TEMPORARY CONSTRUCTION EASEMENT r� ® PERMANENTEASEMENT w (n FEE W W PROJECT PARCEL NO. Zi,, 1 123456-1234 O Ln + PARCEL NO. 0 O J W Z J S U Q MATCH LINE 2ND 11+UU — Jtr i 0' 20' 40' SCALE: 1"=20' o "` METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL Is A. VILPR P. ENG RAPIDRIDE I LINE NOVEMBER 2021 pl aASBa,O DRAM kg T° King County w % C. WILCOX CHECKED. PROUECTNO, RENTON SEGMENT DRAWING NO. S. FORMAN EW566E18 METRO ROW, SURVEY CONTROL & ALIGNMENT PLAN 1C1.01 No R-,WKN BY AFRO DATE m'�A°HAL8�0 CHECKED. CONTFACTNJ, 2ND 11+00 TO LOG 14+50 SHEETNOOF METRO PROJECT ENGINEER CXXXXXXXX 10 XXXX R-421410 M O U W 2 N W W N I DO Z N LLJ ZI _� J NF ----•�---------- 15+00 0 6 172610-0000 COMPASS RENTON 421 S 2ND ST DR 10+69.87, 37.50' RT / MOR 10+69.87. 30.00' RT —------------ I 2ND 13+91.96= MOR 10+00.09 N: 178589.169 E: 1299840.235 14+00 10+00 S 2ND ST (2ND-LINE) 13+00 I 5 784180-0005 SOUTH 2ND STREET LLC 505 S 2ND ST PI STA: 11+30.03 N: 178585.528 E: 1300102.133 130.03' 12+00 — N89056'12 GENERALNOTES 1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2. REFER TO SHEET iC1.OA AND iC1.OB FOR ALIGNMENT TABLES AND SHEET 1CO.01 FOR SURVEY CONTROL. FU W W S (N W W !n ROW AND ALIGNMENT LEGEND O O + RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) Z PROPERTY LINE (EXISTING) ® U I N W — • — — CITY LIMIT I BOUNDARY (EXISTING) I Z_ J — r — — — — — T — — — _ — _ _III — • • — TEMPORARY CONSTRUCTION EASEMENT 3 784180-0015 4 784180-0025 H Q PERMANENTEASEMENT HADI AND PAVANEH S&S BROADWAY INC I FEE FAKHARZADEH M 513 S 2ND ST L 511 S2ND ST IF cf) O ; 1 569600-0030 S&S BROADWAY INC Q w I 205 LOGAN AVE S I NIO 0 o I I l 30' 30' I o N ED N D MATCH LINE MOR 12+50 - SEE SHEET 1C1.06 RIGHT-OF-WAY TABLE COMPENSABLE MUTUAL BENEFIT TOTAL TEMPORARY PROJECT PARCEL NO. PROPERTY OWNER DWG NO. PARCEL NO. PARCELADDRESS OWNERSHIP TOTAL FEE PERMANENT EASEMENT TEMPORARY TEMPORARY CONSTRUCTION REMAINDER (SF) (SF) (SF) (SF) CONSTRUCTION CONSTRUCTION EASEMENT (SF) EASEMENT (SF) EASEMENT (SF) 6 COMPASS RENTON 1C1.02 1726100000 421$2ND ST 29,618 0 0 83 0 83 29,618 RESIGNED'. W ROVED: 60% SUBMITTAL Jacobs DA. RAM P. ENG �pt wAs�.p oRAwn: • rp kg King County w % C. WILCOX RROUECT S.FORCHECKED: EW566END: METRO S. FORMPN E00588E18 R-, FFIKiN BY APPD DATE m'TAONpL> 0 CHECKm: CONTRaw METRO PROJECT ENGINEER CXXXXXXXX PROJECT PARCEL NO. 1 123456-1234 PARCEL NO. NOTES: 1. FOR PARCEL NUMBER 6 172610-0000 SEE SHEET 1 C1.03. N 0' 20' 40' SCALE: 1"=20' METRO TRANSIT CAPITAL DIVISION - RAPIDRIDE I LINE NOVEMBER 2021 RENTON SEGMENT DRAWIND ND ROW, SURVEY CONTROL & ALIGNMENT PLAN 1C1.02 2ND 11+00 TO 2ND 16+00 GHEE'NROF 11 XXXX R-421411 V � f U 1 2ND 20+01.56, 33.15' RT 51 000720-0060 J} 2ND 20+03.65, 33.66' RT RENTON SCHOOL DISTRICT NO.403 J W 2ND 19+68.53, 33.56' RT 400 2ND AVE 1 2ND 20+01.49, 28.36' RT 2ND 19+66.46, 35.30' RT - LW 2ND 20+03.55, 28.28'IIRT 2ND 19+68.48, 29.62' RT LJ Li-- _ _ O -- L- 2ND 19+66.42, 29.67' RT - - - - - PC STA: 19+40.49 0090 3 47" A-009° O R=1000.00 00 N: I 299291.064 758 E: 1299291.758 00 N 232.60' O — —20 — - N89011 Z PI STA: 20+23.84 19+00 N: 178598.251 L J E: 1299208.412 Z J 2ND 20+56.85, 39.16' LT = 50 000720-0141 1-U RENTON CITY OF ` Q 1 S 2ND ST 98057 2ND 20+57.99, 62.49' LT 2ND 20+50.80, 62.96' LT 2ND 19+85.52, 76.69' LT 7 784180- 0085 49 000720-0188 HOLT INTERNATIONAL SEATTLE CITY OF SPU-WTR I 2ND 19+89.08, 81,47'LT 305 S 2ND ST SHATTUCK AVE S 98057 2ND 20+46.76, 104.59' LT 2ND 19+88.36, 100.23' LT U H 0n 2LU Q - PI STA: 17+07.89 N: 178593.754 S 2ND ST E: 1299524.331 - - t (2ND-LINE) 18+00 17+00 GENERAL NOTES 1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2. REFER TO SHEET iC1.OA AND iC1.OB FOR ALIGNMENT TABLES AND SHEET 1CO.01 FOR SURVEY CONTROL. N O U F W 2 (n NROW AND ALIGNMENT LEGEND I RIGHT OF WAY (EXISTING) 16 O RIGHT OF WAY (PROPOSED) O (p PROPERTY LINE (EXISTING) - • — - CITY LIMIT I BOUNDARY (EXISTING) Z N — • • — TEMPORARY CONSTRUCTION EASEMENT W Z PERMANENT EABEMENT S FEE H 6 172610-0000 < PROJECT PARCEL NO, COMPASS RENTON 421 S 2ND ST 1 rD PARCEL NO. RIGHT-OF-WAY TABLE COMPENSABLE MUTUAL BENEFIT TOTAL TEMPORARY PROJECT PARCEL NO. PROPERTY OWNER DWG NO. PARCEL NO. PARCEL ADDRESS OWNERSHIP TOTAL FEE PERMANENT EASEMENT TEMPORARY TEMPORARY CONSTRUCTION REMAINDER (SF) (SF) (SF) (SF) CONSTRUCTI(SF) CTI(SF) EASEMENT (SF) EASEMENT EASEMENTON 49 SEATTLE CITY OF iC1.03 0007200188 SHATTUCK AVES 32,950 0 0 2,328 0 2,328 32,950 SPU-WTR 50 RENTON CITY OF iC1.03 0007200141 VACANT, S 2ND ST 98057 10,170 0 0 1,537 0 1,537 10,170 51 RENTON SCHOOL iC1.03 0007200060 4002ND AVE 1,011,898 142 0 59 0 59 1,011,756 DISTRICT NO.403 N 0' 20' 40' SCALE: 1"=20' o "` METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL Is A. VILPR P. ENG RAPIDRIDE I LINE NOVEMBER 2021 oe wwe�.o DRAIN: T° King County w % C. WILCOX CHECKED. PROUECTND: RENTON SEGMENT DFAWIND NO, O.�ms°g O Y S. FORMPN EW588E18 METRO ROW, SURVEY CONTROL & ALIGNMENT PLAN 1C1.03 no. R-,WK N BY AFRO DATE OtIAL> CHECKED CONTRACTNO 2ND 1 6+00 TO 2ND 21 +00 SHFETNO' OF METRO PROJECT ENGINEER CXXXXXXXX 12 XXXX R-421412 =3 R-421413 =3 R-421414 MATCH LINE MOR 12+50 - SEE SHEET 1C1.02 LI R n T w II W, 1w i. n ii t GENERAL NOTES 1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2. REFER TO SHEET iC1.OA AND iC1.OB FOR ALIGNMENT TABLES AND SHEET 1CO.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) — • — — CITY LIMIT I BOUNDARY (EXISTING) — • • — TEMPORARY CONSTRUCTION EASEMENT ® PERMANENTEASEMENT FEE PROJECT PARCEL NO, 1 123456-1234 PARCEL NO. N 0' 20' 40' SCALE: 1"=20' o METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL Is A. VILPR P. ENG RAPIDRIDE I LINE NOVEMBER 2021 oe wwe�.o DRAIN: T° King County w % C. WILCOX CHECKED. PROUECTND: RENTON SEGMENT DFAWIND NO, O.�ms°g O Y S. FORMPN EW566E18 METRO ROW, SURVEY CONTROL & ALIGNMENT PLAN 1C1.06 No R-,WKrtJ BY AFRO DATE CHECKED. CONTRACTNO LOG 14+50 TO 3RD 14+50 sxFETnD of METRO PROJECT ENGINEER CXXXXXXXX 15 XXXX R-421415 =3 R-421416 =3 R-421417 =3 R-421418 R-421419 R-421420 R-421421 R-421422 R-421423 R-421424 R-421425 R-421426 R-421427 R-421428 v PC STA: 17+11.31 / N: 175087.546 E: 1298867.352 / L5194 29 1 R=117.96, U // / /PI STA. 17+51.76 / N: 175058.581 / E: 1298839.110 PT STA: 17+89,25 N: 175018.381 E: 1298834.588 0 S00003'18"E 39.60'� GRA 10+00.00= LAK 18+28.85 N: 174978.784 E: 1298834.626 8+29 i MATCH LINE LAK 16+50 - SEE SHEET 1C1.19 Cc J DD� NOTES: 1. FOR PARCEL NUMBER 19 192305-9043 SEE SHEET 1C1.21. 16 192305-9032 KING COUNTY -TRANSIT 301 S 7TH ST L=1357.10 PC STA: 11+70.32 A=0209 21' 18' N: 175015.713 R=3820.00 11+00 E: 1299000.898 N77°28'41"E _ ,2+GG S GMDY WAYI _ 13I CV C) w W l un W W (n 170.32 -- --- --- — — — — — — — — — — — — — — — - ct (GRA-LINE) 0 W � Z J S U Q - - - I � 19 192305-9043 I Ouv / RVA CENTER LLC 6018 GRADY WAY I GENERAL NOTES 1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2. REFER TO SHEET iC1.OA AND iC1.OB FOR ALIGNMENT TABLES AND SHEET 1CO.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND ---- RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) • — - CITY LIMIT I BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT ® PERMANENTEASEMENT FEE PROJECT PARCEL NO, 1 123456-1234 PARCEL NO. N 0' 20' 40' SCALE: 1"=20' o METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL Is A. VILPR P. EKG RAPIDRIDE I LINE NOVEMBER 2021 pt q'ABBa-O DRAM kg ro King County w % C. WILCOX CHECKED. PROUECTNN, RENTON SEGMENT DRAWING NO. Otl�p bi8'A' Y S. FORMPN EW566E18 METRO ROW, SURVEY CONTROL & ALIGNMENT PLAN 1C1.20 N R WK N Rr aPPG DATE m'TAONAL> 0 CHECKm. CammCTNO LAK 16+50 TO GRA 14+00 sHEE�N OOF METRO PROJECT ENGINEER CXXXXXXXX 29 XXXX R-421429 — I I V I D GRA 15+68.19, 85.69' LT � I U) u LLJ Q Y GRA 15+83.84, 87.24' LT R=25.00' GRA 15+94 N U \ _ ::D U ~ Q W !n W W (n O 00 15+00 16+00 O — — _ GRA 18+21.21, 50.00' RT GRA 14+69.21, 50.00' RT --_ 0 GRA 14+69.32, 56.77' RT GRA 15+86.56, 50.00' RT - ZaoLLIM14+42.00. o �O J 2U GRA 14+80.831 63.81' RT GRA 15+09.35. 63.54' RT GRA 15+09.56, 101.54' RT 17 192305-9096 CAR PROS RENTON CJDR 700 S GRADY WAY GRA 17+81.95, 68.99' LT .GRA 17+81.96, 61.55' LT S GRADY WAY17+Io -72 GRA 16+21.25. 56.96' RT GRA 15+86.36, 63.89' RT 19 192305-9043 RVA CENTER LLC GRA 15+74.38, 63.73' RT 601 S GRADY WAY GRA 15+46.84. 63.51' RT 18+00 4� _ L=1357.10 A=020° 21' 18" R=3820.00 GRA 18+32.61, 68.99' LT GRA 18+32.61, 61.53' LT N 0 PI STA: 18+56.10 N: 175164.400 E: 1299670.364 GENERAL NOTES 1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2. REFER TO SHEET lC1.OA AND lC1.OB FOR ALIGNMENT TABLES AND SHEET 1COO1 FOR SURVEY CONTROL. — F W = ROW AND ALIGNMENT LEGEND --------- 1n W ---- RIGHT OF WAY (EXISTING) W (n RIGHT OF WAY (PROPOSED) ( PROPERTY LINE (EXISTING) 19 O — - + — — — CITY LIMIT I BOUNDARY (EXISTING) — • • — TEMPORARY CONSTRUCTION EASEMENT it,PERMANENTEASEMENT C W FEE Z J PROJECTPARCELNO. jY i � Q 1 123456-1234 / PARCEL NO. RIGHT-OF-WAY TABLE COMPENSABLE MUTUAL BENEFIT TOTALTEMPORARY PROJECT PARCEL NO. PROPERTY OWNER DWG NO. PARCEL NO. PARCEL ADDRESS OWNERSHIP TOTAL FEE PERMANENT EASEMENT TEMPORARY TEMPORARY CONSTRUCTION REMAINDER (SF) (SF) (SF) (SF) CONSTRUEASEMENTCTION (SF) EASEMENTCONSTRUCTION) EASEMENT (SF) 17 RENTON PROPERTY lC1.21 1923059096 700 S GRADY WAY 92,347 7,172 0 7,120 0 7,120 85,175 HOLDING, LLC 19 RVA CENTER LLC lC1.21 I 1923059043 1 601 SGRADY WAY 1 426,966 11,621 10 12,350 0 12,350 1425,345 N 0' 20' 49 SCALE: 1"=20' o METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL ���0�� CRAM P.ENG RAPIDRIDE I LINE NovEMeERzoz1 DRAWN: , L9 King County c.wucoxCHECKED PRWECTNO: RENTON SEGMENT MMWNG NO it S.FORMAN E00568E18 METRO ROW, SURVEY CONTROL & ALIGNMENT PLAN 1C1.21 No. RE':I:IGv BY APPO DATE CHECKED `°"`N"`TN°. GRA 14+00 TO GRA 19+00 sxFE*xo: OF METRO PROJECT ENGINEER CXX%RRRRX 30 XXXX R-421430 0 T GENERALNOTES 1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. V 2. REFER TO SHEET iC1.OA AND iC1.OB FOR ALIGNMENT TABLES AND SHEET 1CO.01 FOR SURVEY CONTROL. 17 192305-9096 GRA 19+51.39, 68.99' LT CAR PROS RENTON CJDR 18 192305-9070 700 5 GRADY WAY GRA 22+16.34, 65.00' LT SOYAM INVESTMENTS LLC GRA 22+83.89, 64.99' LT GRA 19+51.41, 61.53' LT GRA 20+07.17, 68.99' LT 710 S GRADY WAY CV M _ _ GRA 21+99.10, 61.51' LT GRA 22+83.89, 60.48' LT GRA 20+07.14, 61.55' LT N m N � w - ---- = w ROW AND ALIGNMENT LEGEND --- w N - -- — cn ---- RIGHT OF WAY (EXISTING) LLJ W - __ - - - - — ----- — w RIGHT OF WAY (PROPOSED) CIE) (n I I PROPERTY LINE (EXISTING) 0 00 S GRADY WAY 24 0 0 F _ P0l00 21+00 22+00 _ 2323+00 _ — _ - �— + CITY LIMIT I BOUNDARY (EXISTING) H_ _ (GRA-LINE) _ _ _ _ — — — — N — • • — TEMPORARY CONSTRUCTION EASEMENT L=1357.10 — GRA 23+79.14, 66.50'RT Q ® PERMANENT EASEMENT 0=0200 21' 18" � 0 R=3820.00 $ _ _ — — — GRA 22+57.73, 50.00' RT U' Ld ® FEE Z — GRA 22+47.92, 50.00' RT GRA 23+70.99, 64.01' RT Z -= J PROJECT PARCEL NO. / - _-- H-- - < O / O PARCEL NO. / • GRA 22+97.29, 63.99' R .. / O GRA 23+67.06, 74.95' RT R=89.00' GRA 22+g7,gq, 76.00' RT 20 192305-9023 CRE-WPL TRITON OWNER III LLC 707 S GRADY WAY RIGHT-OF-WAY TABLE COMPENSABLE MUTUAL BENEFIT TOTAL TEMPORARY PROJECT PARCEL NO. PROPERTY OWNER DWG NO. PARCEL NO. PARCELADDRE55 OWNERSHIP TOTAL FEE PERMANENT EASEMENT TEMPORARY TEMPORARY CONSTRUCTION REMAINDER (SF) (SF) (SF) (SF) T(SF) EASEMENT (SF) EASEMENT EASEMENTCTI(SF) 18 SOYAM INVESTMENTS LLC iC1.22 1923059070 710 S GRADY WAY 1 41,000 1 3,312 0 1 2,394 0 1 2,394 1 37,688 Nelm 1. FOR PARCEL NUMBER 17 192305-9096 SEE SHEET 1C1.21. 2. FOR PARCEL NUMBER SEE SHEET 1C1.23. 20 1923059023 0' 20' 40' SCALE: 1"=20' o "` METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL Is A. VILPR P. ENG RAPIDRIDE I LINE NOVEMBER 2021 DRAWN: King County C. WILCOX CHECKED. PROP INO, RENTON SEGMENT DFAWIND NOit S. FORMPN E00566E18 METRO ROW, SURVEY CONTROL & ALIGNMENT PLAN 1C1.22 No R-,WK N BY AFRO DATE CHECKED `DNTFADTN3 GRA 19+00 TO GRA 24+00 SHFE*NOOF METRO PROJECT ENGINEER CX%RRRRCK 31 XXXX R-421431 I GRA 25+27.43= TAL-B 10+00.00 N: 175536.668 E: 1300246.306 a .94_LT 77.83' LT 10+00 ` L 10+42.23, 78.09'LT 22A \ TAL-B 13+48.26, 91.55' LTTAB SAMS REAL ESTATE BUSINESS TRUST TAL-B 10+46.50, 78.23'LT 801 S GRADY WAY \ � • TAL-B 10+55.95, 64.00' LT , TAL-B 13+55.88, 64.65' LT �R=717.36' TAL-B 13+46.92, 62.24' LT • . TAL-B 12+43.82, 64.1WLT - = R752.50' • _ ' ' . , R-24.50' .. TAL-B 12+30.53. 52.50' LT TALBOT RD S 11+oo (TAL-B-LINE) ' bKH L4T41AU, bL./J GRA 24+24.52, 62.58' or $ z w > 3 13' 40' 0 GRA 24+16.47, 58.59' z a � o m w MATCH LINE GRA 24+00 — SEE SHEET 1C1.22 L $32°55'57"E 12+00 _ 230.5- 3 TAL-B 11+71.26, 50.00' RT ,N TAL-B 13+36,66, 52.50' LT / U �PC STA: 12+30.53 N: 175343.181 (U E: 1300371.634 w r--=-------------X 14 L=434.89 O A=035' 35' 47" O TAL-B 12+30.53, 60.00' RT R=700.00 VL m TAL-B 11+71.25, 58.02' RT TAL-B 11+85.03, 60.00' RT - ' ' • . - TAL-B 11+53.00, 65.05' RT Z .. _ .. _ .. _ .. R=640.00' J TAL-B 11+85.02, 80.01' RT 2 TAL-B 11+25.47, 79.98' RT R=89.00' � `Z /• 20 1923059023 CRE-WPL TRITON OWNER III LLC i 707 S GRADY WAY RIGHT-OF-WAY TABLE COMPENSABLE MUTUAL BENEFIT TOTALTEMPORARY PROJECT PARCEL NO. PROPERTY OWNER DWG NO. PARCEL NO. PARCEL ADDRESS OWNERSHIPTOTAL FEE PERMANENT EASEMENT TEMPORARY TEMPORARY CONSTRUCTION REMAINDER (SF) (SF) (SF) (SF) CONSTRUCTION(SF) ON (SF) EASEMENT EASEMENT(SF)EASEMENT 20 CRE-WPL TRITON OWNER 1C1.23 1923059023 707 S GRADY WAY 325,750 5,808 0 10,091 0 10,091 319,942 III LLC 22A SAMS REAL ESTATE 1C1.23 9154600010 901 S GRADY WAY 630,524 1,851 0 7,707 0 7,707 628,673 BUSINESS TRUST NOTES: 1. FOR PARCEL NUMBER 18 192305-9070 SEE SHEET 1C1.22. GENERAL NOTES 1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2. REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1CO.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 ® PERMANENTEASEMENT FEE PROJECT PARCEL NO, 1 123456-1234 PARCEL NO. 0' 20' 40' SCALE: 1"=20' o METRO TRANSIT CAPITAL DIVISION 60 /O SUBMITTAL Is A. VILPR P. ENG RAPIDRIDE I LINE NOVEMBER 2021 DRAIN: King County C. WILCOX CHECKED. PROUECTND: RENTON SEGMENT DFAWIND NO, it S. FORMPN EW566E18 METRO ROW, SURVEY CONTROL & ALIGNMENT PLAN 1C1.23 No R-, WK N BY APPD DATE `"E`Bm L0 `T"D GRA 24+00 TO TAL-B 14+00 5HEE'NDOF METRO PROJECT ENGINEER CXXXXXXXX 32 XXXX R-421432 1 0 3 a b w h z QC a x U 0 n moo EEC "x al Ho 6AN E TAL-B 14+21.90, 91.79' LT TAL-B 14+14.04, 65.81' L TAL-B 14+23.44,1 �R=24.50' / TAL-B 14+34.27, \ \ TAL-B 16+94.62, 98.37' LT \ \ TAL-B 16+84BUSIN 22A 915460-0010 \ \ 22B SAMS REAL ESTATE BUSINESS TRUST SAMS REAL901 S GRADY WAY \ —LT 6PI STA1751 5.188 80 j M 130049 .88 1E: 1300493.828 27, 50.00' LT — 46+00_ _ L=434.89 A=0350 35' 47" R=700.00 i TAIL -B 15+23.48, 60.00' RT �\—R=640.00' TAL-B 15+20.75, 74.65' FIT a TAL-B 15+87.79, 81.88' 1 v PT STA: 16+65.42 N: 174930.092 E: 1300483.358 - 7+0 ra�B_ (TAL-B-LINE) TAL 6 16+24 88 61 20' RT \ \l TAL-B 17+23.14, 105.73' LT I / N H— W W 2 co LLI N S +— S02°39'S0"W_ 18+00 601.45' --------1-- — — ■ P1 192305-9094 — .. •• — — _ — F— TAL-B 16+T07.49, 57.20' RT PUGET SOUND ENERGY/ELEC g TALBOT RD S U (� r.TAL-B 20 192305-9023 II CRE-WPL TRITON OWNER III LLC 707 S GRADY WAY 89.28, 64.59' RT 61.85' RT TAL-B 18+28.63, 62.50' RT 61.07' RT GENERAL NOTES 1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2. REFER TO SHEET iC1.OA AND iC1.OB FOR ALIGNMENT TABLES AND SHEET 1CO.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 ® PERMANENTEASEMENT FEE PROJECT PARCEL NO, 1 123456-1234 PARCEL NO. RIGHT-OF-WAY TABLE COMPENSABLE MUTUAL BENEFIT TOTAL TEMPORARY PROJECT PARCEL NO. PROPERTY OWNER DWG NO. PARCEL NO. PARCEL ADDRESS OWNERSHIPTOTAL FEE PERMANENT EASEMENT TEMPORARY TEMPORARY CONSTRUCTION REMAINDER (SF) (SF) (SF) (SF) ONSTRTCTION(SF CONSTRUCTION EASEMENT (SF) EASEMENT (SF 21 PUGETSOUND iC1.24 1923059094 TALBOT RDS 37,189 0 0 1,739 0 1,739 37,189 ENERGY/ELEC 22B SAMS REAL ESTATE iC1.24 2023059007 9018 GRADY WAY 630,524 0 0 2,951 0 2,951 630,524 BUSINESS TRUST NOTES: 1. FOR PARCEL NUMBER 20 192305-9023 SEE SHEET iC1.23. 2. FOR PARCEL NUMBER SEE SHEET iC1.23. 22A 915460-0010 0' 20' 40' SCALE: 1"=20' o METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL Is A. VILPR P. ENG RAPIDRIDE I LINE NOVEMBER 2021 DRAM kg King County C. WILCOX CHECKED. PROUECTNN, RENTON SEGMENT DRAWING NOit S. FORMPN EW566E18 METRO ROW, SURVEY CONTROL & ALIGNMENT PLAN 1C1.24 n a rr:N 6r aPPG DATE CHECKED CGNTRACTNJ, TAL-B 14+00 TO TAL-B 18+50 SHEET"°' OF METRO PROJECT ENGINEER CXXXXXXXX 33 XXXX R-421433 I 0 0 a b z x h z z ° a x U Q� o r $ n moo EE12 "x Ho E ►�1 R ■o T n , ii n ii f x U Q PI STA: 22+66.87 IN: 174329.289 / E: 1300455.404 23+00 5 E J d W U` Q J J z O Lu W I r m IN \ GENERALNOTES \ 1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. T. REFER TO SHEET iC1.0A AND iC1.OB FOR ALIGNMENT TABLES AND SHEET 1CO.01 FOR SURVEY CONTROL. I RIGHT-OF-WAY TABLE COMPENSABLE MUTUAL BENEFIT TOTALTEMPORARY PROJECT PARCEL PROPERTY OWNER DWG NO. PARCEL NO. PARCEL ADDRESS OWNERSHIP TOTAL FEE PERMANENT TEMPORARY TEMPORARY CONSTRUCTION REMAINDER (SF) NO. (SF) (SF) EASEMENT (SF) CONSTRUCTION EASEMENT CONSTRUCTION EASEMENT ( (SF) EASEMENT ($F) 51 CRE-WPL TRITON OWNER II LLC iC1.25 1923059001 700 S RENTON VILLAGE PL 272,021 0 1 0 769 1 0 1 769 1 272,021 N U I— w(n w x 1n w w ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) CITY LIMIT I BOUNDARY (EXISTING) • • — TEMPORARY CONSTRUCTION EASEMENT ® PERMANENTEASEMENT FEE PROJECT PARCEL NO, 1 123456-1234 PARCEL NO. 0' 20' 40' SCALE: 1"=20' o "` METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL Jacobs A. VILLAR P. ENG RAPIDRIDE I LINE NOVEMBER 2021 �R,NR �,a■ /�� C.WILCOX King'' ui ty CHECKED' FROJECTNO; _7 RENTON SEGMENT FEARING NO it S. FORMPN E00588E18 METRO ROW, SURVEY CONTROL & ALIGNMENT PLAN 1C1.25 Na. REVISION BY APP'D DATE `"E`Xm. `GNTFAGT NJ, TAL-B 18+50 TO TAL-B 23+50 SHEETNO or METRO PROJECT ENGINEER CXXXXXXXX 34 XXXX R-421434 v rm R T n w T rel 2 0 Q GENERAL NOTES 1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2. REFER TO SHEET iC1.OA AND iC1.OB FOR ALIGNMENT TABLES AND I� SHEET 1CO.01 FOR SURVEY CONTROL. N U W 1n L LI L LI 1n I ROW AND ALIGNMENT LEGEND 0 RIGHT OF WAY (EXISTING) 00 N RIGHT OF WAY (PROPOSED) m I PROPERTY LINE (EXISTING) J F — • — — CITY LIMIT I BOUNDARY (EXISTING) LLJI z TEMPORARY CONSTRUCTION EASEMENT J PERMANENT EASEMENT = Q FEE PROJECT PARCEL NO, 1 123456-1234 PARCEL NO. 0' 20' 40' SCALE: 1"=20' o "` METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL Is A. VILPR P. ENG RAPIDRIDE I LINE NOVEMBER 2021 pl aA88a,O DRAM kg T° King County w % C. WILCOX CHECKED. PROUECTNN, RENTON SEGMENT DRAWING NO. S. FORMPN EW566E18 METRO ROW, SURVEY CONTROL & ALIGNMENT PLAN 1C1.26 No R-, WK N BY AFRO DATE m'TAONAL8�0 CHECKED CONTRACTNO TAL-B 23+50 TO TAL-B 28+50 SHEE�NO OF METRO PROJECT ENGINEER CXXXXXXXX 35 XXXX R-421435 0 R-421436 V GENERALNOTES 1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2. REFER TO SHEET iC1.OA AND iC1.OB FOR ALIGNMENT TABLES AND V \ 24 722200-0010 SHEET 1C0.01 FOR SURVEY CONTROL. 1 _ \ PUGET SOUND ENERGY/GAS N N QJ _ \ ` , S. PUGET DR. & BENSON DR S. 0 U L/ ` U W 131 LJ • O LEI 2 2 1n 1n Ed PT STA: 33+43.92 W N: 173253.680 w ROW AND ALIGNMENT LEGEND in E: 1300444.260 N I I RIGHT OF WAY (EXISTING) O 00 34+00 _ BENSON Dot S (SR 515) 35+00 36+00 37+00 _ SO6°31'53"E 3 O RIGHT OF WAY (PROPOSED) + (TAL-B-LINE) * - - I 989.96' - + M 00 PROPERTY LINE (EXISTING) M M m m — • — — CITY LIMIT/ BOUNDARY (EXISTING) — • • — TEMPORARY CONSTRUCTION EASEMENT x LJ LEI ® PERMANENTEASEMENT Z_ Z_ FEE U�� 23 722200-0250 I _ _ U PROJECT PARCEL NO. i LY DAN C & VACANT NO SITE ADDRESS _ > I I _ 1 123456-1234 II I PARCEL NO. A x 0 0 3 0 a b z x h z z a � x U O r $ 0' 20' 40' m n=aSCALE: 1" = 20' Zola EE O oescxxo. nsvxoWo: METRO TRANSIT CAPITAL DIVISION °a.e_ -fir 6� /O SUBMITTAL ' NOVEMBER 2021 � , x vaC� � e "°"�" P.E"G RAPIDRIDE I LINE kg C.WILCO%Ki COU RENTON SEGMENTcxEcrceo: xxaEcrxo: oanwwc rvoMETRO NO H" eHEom `oosi ROW, SURVEY CONTROL & ALIGNMENT PLAN sxEE1C1.28 No. PevisioN av nPPO oATe TAL-B 33+00 TO TAL-B 38+00 NO OF o u METRO PROJECT ENGINEER CXXXXXXXX 37 XXXX R-421437 0 R-421438 R-421439 0 R-421440 R-421441 0 R-421442 0 0 a b x CP h z z A � x U O 'm J EES 2�r �r Ho ;Bx R-421443 V GENERALNOTES T 1 1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. N T. REFER TO SHEET iC1.OA AND iC1.OB FOR ALIGNMENT TABLES AND N7 \ \ I cP \\ POSHEET 1CO.01 FOR SURVEY CONTROL. IO \ TAL-21 25+47.71, 58.18' LT U TAL-21 25+57.42, 39.12' LT 25 302305-9073 I ~ \ // N \ • TAL-21 25+67.72, 39.00' LT FACILITIES & OPERATIONS CTR L _ \ / \ TAL-21 25+71.78, 30.00' LT 2300 TALBOT RD S = LU W \ \ \ \ / — — — TAL-21 26+17.74, 39.00' LT - Ld LLJ - _\ _ _ _ _ _ Ld (n --- PI STA: 25+43.68 PI STA: 22+85.95 IN 170575.966 TAL-21 26+17.73, 30.00' LT ROW AND ALIGNMENT LEGEND O N: 170805.229 E: 1299367.657 - O + S26°30'53"W E: 1299485.408 23+00 S27°11,07"W 24+00 TALBOT RD S 25+00 26+00 " S27°00'57"W 27 + O 00 — - - - - - - - - - - - - ---- RIGHT OF WAY (EXISTING) N 4ssa 2s7.7a (TAL-21-LINE) 196.34' N _ RIGHT OF WAY (PROPOSED) (y _ 136 N 0 • PROPERTY LINE (EXISTING) H - - H- - • — - CITY LIMIT I BOUNDARY (EXISTING) \ \ TAL-21 25+70.62, 30.00' PT z \ T6 855700-0140 Z_ — • • — TEMPORARY CONSTRUCTION EASEMENT J \ WIL 407 .23RDWOLSSD J \ \ 407 S.23RD ST. � PERMANENT ASEMENT \ / TAL-21 25+76.67, 42.32' RT � M\ \ \ ` TAL-21 25+65.86, 43.41' RT FEE \ PROJECT PARCEL NO, 1 123456-1234 PARCEL NO. 0 QC 0 a b x h z z a m x U Q� o n moo EEC "al Ho 6AN Aii°X¢ E RIGHT-OF-WAY TABLE COMPENSABLE MUTUAL BENEFIT TOTAL TEMPORARY PROJECT PARCEL NO. PROPERTY OWNER DWG NO. PARCEL NO. PARCELADDRESS OWNERSHIP TOTAL FEE PERMANENT EASEMENT TEMPORARY TEMPORARY CONSTRUCTION REMAINDER (SF) (SF) (SF) (SF) ON CONSTRUCTI(SF) ON TI(SF) EASEMENT (SF) EASEMENT EASEMENT 26 WILLIAM WOLSTED iC1.35 8557000140 407 S. 23RD ST. 1 12,870 1 149 1 0 1 0 0 1 0 1 12,721 NOTES: 1. FOR PARCEL NUMBER p5 302305-9073 SEE SHEET 1 C1.36. 0' 20• 40' SCALE: 1"=20' o "` METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL Is A. VILPR P. ENG RAPIDRIDE I LINE NOVEMBER 2021 DRAM kg King County C. WILCGX CHECKED. PROUECTNN, RENTON SEGMENT DRAWING NOit S. FORMAN EW566E18 METRO ROW, SURVEY CONTROL & ALIGNMENT PLAN 1C1.35 no. RP: Gi(:rtJ BY APPD DATE CHECKED. CGNTRACTNG, TAL-21 22+00 TO TAL-21 27+00 s6ETN OGF METRO PROJECT ENGINEER CXXXXXXXX 44 XXXX R-421444 0 0 0 A h x m '< 0 A r U y mm� s;3 g a5 Elm ON E gS27*o�. 0 STA: 27+40.02� O: 170401.053: 1299278.474r�N 2a+00 J = I I.0 TAL-21 27+70.91, 32.85' RT 2 � J � Q QTAL-21 27+71.00, 37.67' RT I I m J Q 27 855700-0010 RANKIN MICHELLE E 2320 TALBOT CREST DR S 25 302305-9073 FACILITIES & OPERATIONS CTR 2300 TALBOT RD S TALBOT RD S 29+00 (TAL-2I-LINE) TAL-21 28+36.83, 30.00' RT PIISTA: 29+49.43 ,L-21 28+36.82, 37.05' RT N: 170214.490 7 E: 1299183.351 I 1" PT STA: 31+52.32 N: 170005.241 E: 1299175.022 31+00 30+00 — GENERAL NOTES 1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2. REFER TO SHEET iC1.OA AND iC1.OB FOR ALIGNMENT TABLES AND SHEET iCOO1 FOR SURVEY CONTROL. AW, ooROW AND ALIGNMENT LEGEND CJ RIGHT OF WAY (EXISTING) M RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) CITY LIMIT I BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT — U Q ® PERMANENT EASEMENT � FEE PROJECT PARCEL NO. 1 123456-1234 PARCEL NO. RIGHT-OF-WAY TABLE CONDENSABLE MUTUAL BENEFIT TOTAL TEMPORARY PROJECT PARCEL NO. PROPERTY OWNER DWG NO. PARCEL NO. PARCEL ADDRESS OWNERSHIPTOTAL FEE PERMANENT EASEMENT TEMPORARY TEMPORARY CONSTRUCTION REMAINDER (SF) (SF) (SF) (SF) CONSTRUCTION CONSTRUCTION EASEMENT (SF) EASEMENT (SF) EASEMENT (SF) 25 FACILITIES CTORPERATIONS 101.35 & 1 C1.36 3023059073 2300 TALBOT RDS 488,307 44 0 576 0 576 498,263 27 RANKIN MICHELLE E 1101.36 8557000010 2320 TALBOT CREST DR S 8,320 0 0 466 a 466 8,320 0' 20' 40' SCALE: 1"=20' DESicNED. APPROKED: DATE: o METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL ���0�� CRAM P.ENG RAPIDRIDE I LINE NovEMaERzoz1 L9 King County c. wucox CHECKED : PRWECTND: RENTON SEGMENT DRAWING NO it S.FORMAN E00588E18 METRO ROW, SURVEY CONTROL & ALIGNMENT PLAN 1C1.36 ND. RzvrloN Ev nPDo FATE CHECKED. `ON"ACTNO TAL-21 27+00 TO TAL-21 32+00 6HF£�NO OF METRO PROJECT ENGINEER G)JOGDRRX 45 XXXX R-421445 0 R-421446 0 R-421447 0 R-421448 R-421449 0 R-421450 V GENERALNOTES T 1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. N 2. REFER TO SHEET iC1.OA AND iC1.OB FOR ALIGNMENT TABLES AND SHEET 1CO.01 FOR SURVEY CONTROL. � 29 948575-1 I qqO} WINSPER HOA TRACT I NE CORNER TALBOT RD S. & S. 32ND I I Q ADJACENT TO 3130 TALBOT I D in \ Wz _-------- M d- M N: 167234.146 in PI STA: 58+82.46 E: 1299537.522 (� N: 167334.332 E: 1299531.145 — — ROW AND ALIGNMENT LEGEND — _ = RIGHT OF WAY (EXISTING) N PC STA. 57+82.07 , - 59+per TALBOT RD S - - `� N:167424.787 i I RIGHT OF WAY (PROPOSED) W E: 1299487.606 58+0_ �TA E) 60+p LU W — 0 PROPERTY LINE (EXISTING) \ p00=02200022°03'38" �� S03°38'31"E 61+pp ( x L=,R=515.00 731.8T —� CITY LIMIT I BOUNDARY (EXISTING) EJ — — — — — O —' — — 'y �} -I' — • • — TEMPORARY CONSTRUCTION EASEMENT PERMANENTEASEMENT P N / TATRO DON L / _ — N / TAL-21 57+g3.35, 30.00' FIT 3211 TALBOT RD S — — ( FEE ' F— PROJECT PARCEL NO. TAL-21 57+43.38, 35.00' RT Q W W p Z Z J J 1 123456-1234 I = (.i V PARCEL NO. o QL ~ � G 0 at 0 0 QC 0 a b x h z z a e x U O f $ 0' 20' 40' m SCALE: 1"=20' 06 � m F DESIGNED. WPRMD DAM 60% SUBMITTAL ' METRO TRANSIT CAPITAL DIVISION NOVEMBER 2021 Jacobs DRAM AVILUR P.ENG RAPIDRIDE I LINE omw aR z e C. WILCOX kg Ming V{�Y� �i RENTON SEGMENT DaAwINDND. CHECKED `NaE�ND METRO 0 � s.RORMAta E00588E18 ROW, SURVEY CONTROL &ALIGNMENT PLAN 1C1.42 X CHECKED: LIXIiFACi NJ'. LL n R WK N sr aPPG DATE TAL-21 57+00 TO TAL-21 61+50 s"EE'ND' OF u METRO PROJECT ENGINEER CXXXXXXXX 51 XXXX R-421451 0 R-421452 0 R-421453 1 r 0 QC 0 a b 0 x h z z ° a e a1 U Q� o V moo EEC "x Ho 6AN Aii°X¢ E U I I II TAL-21 73+01.78, 04.86' LT TAL-21 71+66.48, 37.00' LT 52 855860-0125 ( BRAR GURSEWAK+GURDIP KAUR 855860-0040 (rHIATFTRONALD � 37D4 TALBOT RD S D JR+JOLENE M0 TALBOT RDS ( F- I — — • • M 1 TAL-21 73+24.34, 30.00' LT m TAL-21 72+44.77, 37.00' LT 72+00 73+00 a 31 302305-9040 CAROL ANN AND PATRICIA R PILLO 3619 TALBOT RDS III I � I U CM 74 TAL-21 74+53.40, 37.66' RT TAL-21 74+42.62, 35.00' RT 75+00 TALBOT RD S (TAL-21-LINE) TAL-21 76+00 75+33.67, 31.45' RT TAL-21 75+42.25, 46.86' RT Cn�. U _..�.. TAL-21 73+74.96, 35.02' RT TAL-21 _.. �.. 75+26.74, 38.16' RT �\ CID Ch TAL-21 73+74.60, 51.35' RT 4 h C/) TAL-21 75+36.55, 54.87' RT TAL-21 73+69.24, 51.23, RT I 32 302305-9109 TAL-21 75+42.29, 54.88' RT I I NORTHWEST KIDNEY CENTERS 17200 TALBOT RD S LJ LJ _ 2 _ N LJ LJ T S07050'21"W p 1170.60' Ln N RIGHT-OF-WAY TABLE COMPENSABLE MUTUAL BENEFIT TOTAL TEMPORARY PROJECT PARCEL NO. PROPERTY OWNER DWG NO. PARCEL NO. PARCEL ADDRESS OWNERSHIP TOTAL (SF) FEE PERMANENT EASEMENT TEMPORARY TEMPORARY CONSTRUCTION REMAINDER (SF) (SF) (SF) ON TI(SF) CONSTREASEMENT CONSTRUCTION EASEMENT (SF) EASEMENT 30 HIATT RONALDD IC1.45 8558600040 3620 TALBOT RDS 8,814 0 0 548 0 548 8,814 JR+JOLENE M 32 NORTHWEST KIDNEY IC1.45 3023059109 17200 TALBOT RDS 39,488 33 0 1,329 0 1,329 39,455 CENTERS 52 BRAR 1C1.45 8558600125 37D4 TALBOT RDS 9,775 0 0 318 0 318 9,775 GURSEWAK+GURDIP KAUR GENERALNOTES 1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2. REFER TO SHEET ICI.OA AND iC1.OB FOR ALIGNMENT TABLES AND SHEET 1CO.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) - • — - CITY LIMIT I BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT ® PERMANENTEASEMENT FEE PROJECT PARCEL NO, 1 123456-1234 PARCEL NO. 0' 20' 40' SCALE: 1"=20' o "` METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL Is A. VILPR P. ENG RAPIDRIDE I LINE NOVEMBER 2021 pt q'ABBa,O DRAM kg T° King County w % C. WILCOX CHECKED. PIRWECTNN, RENTON SEGMENT DRAWING NO. S. FORMAN EW566E18 METRO ROW, SURVEY CONTROL & ALIGNMENT PLAN 1C1.45 no. R-,WK N BY AFRO DATE m'TAONAL/ 0 CHECKED. CONCRAC7NO TAL-21 71+50 TO TAL-21 76+50 SHEETNO OF METRO PROJECT ENGINEER CXXXXXXXX 54 XXXX R-421454 0 R-421455 0 R-421456 N 1 1 U 1 W W LLJ 2 N W W N 87+00 0 Bn 00 N '1 Q W � Z J 0 U � Q 0 QC 0 x b 0 x h z z ° a � a1 U Q� o V moo EES A PO HN 34 761680-0010 iL-21 88+10.78, 34.92' LT PUBL HOSP DIKING CO (VAL4E' MEDICAL CENTER) \ 1.47, 39.42' LT 17820 TALB01 RD S 88+00 S21 °30'33' W -I - — { 617.72'- 33 885767-0100 PUBLIC HOSPITAL DIST #1 (VALLEY MEDICAL CENTER) 400 S 43RD ST 0 TALBOT RD S (TAL-21-LINE) 35 3123059134 NEW RVA79 LLC (ATTN: JEFFREY HUEY) 17900 TALBOT RD S - - - - - 90+00 i -------------- PC STA: 91+35.34 N: 164147.417 - - - - E: 1299099.482 91+00 I - RIGHT-OF-WAY TABLE COMPENSABLE MUTUAL BENEFIT TOTAL TEMPORARY PROJECT PARCEL NO. PROPERTY OWNER DWG NO. PARCEL NO. PARCEL ADDRESS OWNERSHIP TOTAL FEE PERMANENT EASEMENT TEMPORARY TEMPORARY CONSTRUCTION REMAINDER (SF) (SF) (SF) (SF) ON CONSTRUCTI(SF) CONSTRUCTION I(SF) EASEMENT (SF) EASEMENT EASEMENT PUBL HOSP DIST#1 KING 34 CO (VALLEY MEDICAL 1CIA8 7616800010 17820 TALBOT RDS 23,945 325 0 430 0 430 23,620 CENTER) GENERAL NOTES 1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2. REFER TO SHEET iC1.OA AND iC1.OB FOR ALIGNMENT TABLES AND CT) SHEET 1CO.01 FOR SURVEY CONTROL. U W W 2 _ (n W W (n ROW AND ALIGNMENT LEGEND 0 RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) CV I J F -'-- PROPERTY LINE (EXISTING) CITY LIMIT I BOUNDARY (EXISTING) W — • • — TEMPORARY CONSTRUCTION EASEMENT Z_ J ® PERMANENTEASEMENT U 0 FEE Q PROJECT PARCEL NO, 1 123456-1234 PARCEL NO. 0' 20' 40' SCALE: 1"=20' DESIGNED'. WPRMD DAM o METRO TRANSIT CAPITAL DIVISION 60 /O SUBMITTAL Jacobs DA. RAM P. EKG RAPIDRIDE I LINE NOVEMBER 2021 e DR,WNKing County C. WILCGXCHECKED: PROUECTNO: METRO RENTON SEGMENT DRAWING NOS. FORMPN EW566E18 ROW, SURVEY CONTROL & ALIGNMENT PLAN 1C1.48 a rr:N 6r aPPG DATE CHECKED: CONTRACTND. TAL-21 86+50 TO TAL-21 91+50 GHEETND� OF METRO PROJECT ENGINEER CXXXXXXXX 57 XXXX R-421457 0 R-421458 R-421459 0 R-421460 0 0 a b x CP h z z a � x U O r F� V EES �h Ho ;Bx R-421461 0 R-421462 CITY OF RENTON 104/ _ 33 BE CARR ROADcl v 33+p0 �U S ` - _� _ 34+00 36 322305-908 NEW HORIZON SC OOL 1111 S CARR RD — - - co Q co J W GENERAL NOTES 1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2. REFER TO SHEET iC1.OA AND iC1.OB FOR ALIGNMENT TABLES AND SHEET 1CO.01 FOR SURVEY CONTROL. nROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) n RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) r7 Q- • — - CITY LIMIT I BOUNDARY (EXISTING) U — • • — TEMPORARY CONSTRUCTION EASEMENT W Z J PERMANENT EABEMENT 2 U FEE H- MPROJECT PARCEL NO. 1 ) 123456-1234 PARCEL NO.� 40' SCALE: 1"=20' o "` METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL Is A. VILPR P. ENG RAPIDRIDE I LINE NOVEMBER 2021 pl aA88a-O DRAM kg T° King County w % C. WILCOX CHECKED. PROUECTNN, RENTON SEGMENT DRAWING NO. S. FORMPN EW566E18 METRO ROW, SURVEY CONTROL & ALIGNMENT PLAN 1C1.54 no. R-, WK N BY AFRO DATE m'TAONAL/ 0 CHECXEO. CONTRACTNJ, CAR 32+50 TO CAR 37+50 SHEE�NO OF METRO PROJECT ENGINEER CXXXXXXXX 63 XXXX R-421463 0 R-421464 1 y MAN 60% TO BE SUBMITTED AT A LATER DATE RIGHT-OF-WAY TABLE C MUTUAL BENEFIT TOTAL TEMPORARY PROJECT PARCEL NO. PROPERTY OWNER DWG NO. PARCEL NO. PARCELADDRESS OWNERSHIPTOTAL FEE PERMANENT EASEMENT TEMPORARY TEMPORARY TEMPORARY CONSTRUCTION REMAINDER (SF) (SF) (SF) (SF) CONSTRUCTION CONSTRUCTION EASEMENT (SF) EASEMENT (SF) EASEMENT (SF) 40 MSALK#3 LLC 1C1.56 3223059237 10545 SE CARR ROAD N 19,602 1,570 0 634 0 634 18,032 Lo Lo U— �_-�- LLJ W W N 44+00 43+0 -- O �� N a A- U W Z -- `L 38 322305-9299 DIAZ 338INC 1 D433 SE CARR RD Na PI STA: 45+17.19 N: 165354.957 E: 1302045.348 Im NOTES: 1. FOR PARCEL NUMBER 42 322305-9063 SEE SHEET lC1.56. 60% SUBMITTAL Jacobs REVISION BY I APR 1 DATE L GENERAL NOTES 1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2. REFER TO SHEET lC1.OA AND lC1.OB FOR ALIGNMENT TABLES AND SHEET lCO.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) • — — CITY LIMIT I BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT � PERMANENT EASEMENT � FEE :ZARR RD I 46+00 (CAR -LINE) ---------- -7+00 L=1500.11 A=0450 00' 00" R=1910.OQ� 14 h / ^O METRO PROJECT ENGINEER SENG, LLC C/O MI#3 LLC 10545 BE CARR ROAD N FU- 42 322305-9063 3503 RP RENTON NORTH BENSON 17605108TH AVE BE U W 2 0 W W 0 10 L0 PROJECTPARCELNO. 1 123456-1234 PARCEL NO. 0' 20' 40' SCALE: 1"=20' METRO TRANSIT CAPITAL DIVISION ""- PE"G RAPIDRIDE I LINE NOVEMBER 2021 King County SEGMENT PROJEUNO CRANING NO. E00588E18 METRO ROW, SURVEY Y CONTROL & ALIGNMENT PLAN CAR 42+50 TO CAR 47+50 1 C1.56 `ONT'"`T"°I SHEET Na GT Cxxxxxxxa 65 XXXX R-421465 \ � V \ r 39 292305-9158 TA m ASP INVESTMENTS LLC ` \ 10622 BE CARR RD c0 s 0 _ — S- Val 1� g9+00— �-- —+ s 48+00 U Z J U _ Q s 00 O NOTES: 1. FOR PARCEL NUMBER 42 322305-9063 SEE SHEET iC1.58. 60% TO BE SUBMITTED AT A LATER DATE ' 41 292305-9198 CO CVS #10285-01 ' 10712 BE CARR RD I — GENERAL NOTES 1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2. REFER TO SHEET iC1.OA AND iC1.OB FOR ALIGNMENT TABLES AND SHEET 1CO.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) • — — CITY LIMIT I BOUNDARY (EXISTING) TEMPORARY CONSTRUCTION EASEMENT ® PERMANENTEASEMENT I� FEE " FIR ECTPARCELNO. 00 Lf� _U n PARCEL NO. � + NM � W — SE CARR RD O��� — — --- Z w 52+00 a W N (CAR -LINE) I 0 40 -- -- _ IO of Q --- 0 El U I W Z J 42 322305-9063 3503 RP RENTON NORTH BENSON 17605108TH AVE BE Q N 0' 20' 40' SCALE: 1"=20' o METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL Is A. VILPR P. ENG RAPIDRIDE I LINE NOVEMBER 2021 DRAIN: King County C. WILCOX CHECKED. PROUECTND: RENTON SEGMENT DFAWIND NOit S. FORMPN EW566E18 METRO ROW, SURVEY CONTROL & ALIGNMENT PLAN 1C1.57 no. R-,WK N BY AFRO DATE CHECKED O cDNTRAXXX CAR 47+50 TO CAR 52+50 SNEEINO' OF METRO PROJECT ENGINEER CX%%%%%XX 66 XXXX R-421466 v 0 0 a b z x h z z a � a1 U Q� o r F� V moo E u� &42 CD SE PETROVITSKY m BENSON D (SR 515) 108TH 0+00.00= CAR 54+09.84 N: 165408.893 E: 1303018.687 151 II a m m u K UO3 n f° U O F� U LL I MATCH LINE CAR 52+50 SEE SHEET 1C1.57 0 n N LL I II J Q U W VJ I I LI 60% TO BE SUBMITTED AT A LATER DATE 00 108TH AVE SE (SR 515) 2.00 � 3 00 (108TH-LINE) RIGHT-OF-WAY TABLE COMPENSABLE MUTUAL BENEFIT TOTAL TEMPORARY PROJECT PARCEL NO. PROPERTY OWNER DWG NO. PARCEL NO. PARCELADDRESS OWNERSHIP TOTAL (SF) FEE PERMANENT EASEMENT TEMPORARY TEMPORARY CONSTRUCTION REMAINDER (SF) (SF) (SF) CONSTRUCTION I(SF) CONSTRUCTION(SF) EASEMENT (SF) EASEMENT EASEMENT 42 3503 RPRENTON NORTH 1C1.58 3223059063 17605108TH AVE SE 199,448 1,995 0 3,153 0 3,153 197,453 BENSON GENERAL NOTES 1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2. REFER TO SHEET iC1.OA AND iC1.OB FOR ALIGNMENT TABLES AND SHEET 1CO.01 FOR SURVEY CONTROL. 01 to U F- LL 44 LLJ N ROW AND ALIGNMENT LEGEND W 4J RIGHT OF WAY (EXISTING) (n RIGHT OF WAY (PROPOSED) O PROPERTY LINE (EXISTING) CITY LIMIT IBOUNDARY (EXISTING) F- — • — TEMPORARY CONSTRUCTION EASEMENT 00 O PERMANENT EABEMENT W Ld FEE J PROJECT PARCEL NO, U H- Q 1 rD PARCEL NO. 0' 20' 40' SCALE: 1"=20' o "` METRO TRANSIT CAPITAL DIVISION 60 /a SUBMITTAL Is A. VILLAR P. ENG RAPIDRIDE I LINE NOVEMBER 2021 ��.° DRAWN �,a■ /�� TO% C. WILCOX King County 4 CHECKED' RROJECTNO; _7 RENTON SEGMENT CRANING NO. 0.�'NB°g Y S. FORMPN EW566E18 METRO ROW, SURVEY CONTROL & ALIGNMENT PLAN 1C1.58 Na. REVISION 8Y APP'D DATE m'TAONAL7 0 CHECKED. CGNTFACTNO CAR 52+50 TO 108TH 4+00 SHEET NO: OF METRO PROJECT ENGINEER CXXXXXXXX 67 XXXX R-421467 v 0 3 0 a b z A h z z a � x U Q� o n moo EEC CA =A Ho Val 2 w .: T n w W, U Q 5+00 6+00 — — t — + - 42 322305-9063 3503 RP RENTON NORTH BENSON 17605108TH AVE BE NOTES: 1. FOR PARCEL NUMBER 42 322305-9063 SEE SHEET 1C1.58. 43 322305-9016 FRED MEYER STORES INC 17605108TH AVE BE R 44 60% TO BE SU MITTED AT A LATER DATE I I I ° 0 00 10 108TH AVE SE (SR 515) 7+00 6+00 (108TH-LINE) GENERAL NOTES 1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2. REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND SHEET 1CO.01 FOR SURVEY CONTROL. O cn -- --F- W W 1n LJ LJ 1n ROW AND ALIGNMENT LEGEND 9 I O RIGHT OF WAY (EXISTING) - O + RIGHT OF WAY (PROPOSED) I rn 2 PROPERTY LINE (EXISTING) H- 00 O — • — — CITY LIMIT I BOUNDARY (EXISTING) W — • • — TEMPORARY CONSTRUCTION EASEMENT Z_ J ® PERMANENTEASEMENT S U FEE Q PROJECT PARCEL NO. 1 123456-1234 PARCEL NO. 0' 20• 40' SCALE: 1"=20' o METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL Is A. VILLDRAWNAR P. ENG RAPIDRIDE I LINE NOVEMBER 2021 TO% C. WILCOX King County 4 CHECKED' RROJECTNO; _7 RENTON SEGMENT CRANING NO. 0.�'BB°g Y S. FORMPN EW566E18 METRO ROW, SURVEY CONTROL & ALIGNMENT PLAN 1C1.59 NN. REVISION 6Y APP'D DATE m'TAONAL7 0 CHECKED GONTRACTNO, 108TH 4+00 TO 108TH 9+00 SHEET"°°F METRO PROJECT ENGINEER CXXXXXXXX 68 XXXX R-421468 I p v 0 3 0 a b z x h z z ° a s x U Q� o b F$ V moo EEC =12 Ho ax.. o n w IVA F�1 �Z n ii t 60% TO BE SUBMITTED AT A LATER DATE 108TH AVE SE (SR 515) - (108TH-LINE) - - - GENERAL NOTES 1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2. REFER TO SHEET iC1.OA AND iC1.OB FOR ALIGNMENT TABLES AND SHEET 1CO.01 FOR SURVEY CONTROL. 091 Li w In ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) — • — — CITY LIMIT I BOUNDARY (EXISTING) — • • — TEMPORARY CONSTRUCTION EASEMENT w Z ® PERMANENTEASEMENT J _ FEE U H Q PROJECT PARCEL NO. 1 12345fi-1234 PARCELNO. I 0' 20' 40' SCALE: 1"=20' o "` METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL Is A. VILLAR P. ENG RAPIDRIDE I LINE NOVEMBER 2021 ��.° DRAWN �,a■ /�� TO% C. WILCOX King County 4 CHECKED' RROJECTNO; _7 RENTON SEGMENT CRANING NO. 0.�'BB°g Y S. FORMPN EW588E18 METRO ROW, SURVEY CONTROL & ALIGNMENT PLAN 1C1.60 NN. REVISION 6Y APP'D DATE m'TAONAL7 0 CHECKED CGNTRACTNO, 108TH 9+00 TO 108TH 13+00 SHEET"°°F METRO PROJECT ENGINEER CXXXXXXXX 69 XXXX R-421469 1 LN • W Z J 44 322305-9106 RENTON REGIONAL FIRE AUTHORITY 18002108TH AVE BE 60% TO BE SUBMITTED AT A LATER DATE 53 74090-0120 \ 1-- CID GUERRERO ELAINE \ 10803 BE 180TH PL 98055co \ co co S01026'09"W _I - 14i00 - 108TH AVE SE (SR 515)15+00 16+00 2757.10' 153 1108-LINEI II 6 W T) r7+00 - I HT -OF -WAY TABLE COMPENSABLE MUTUAL BENEFIT TOTAL TEMPORARY PROJECT PARCEL NO. PROPERTY OWNER DWG NO. PARCEL pq OWNERSHIP FEE PERMANENT EASEMENT TEMPORARY TEMPORARY CONSTRUCTION REMAINDER (SF) TOTAL (SF) (SF) (SF) CONSTRUCTION CONSTRUCTION EASEMENT (SF) EASEMENT (SF) EASEMENT (SF) 44 RENTON REGIONAL FIRE 1C1.61 Ew 3223059106 18002108TH AVE SE 39,278 866 0 1,600 0 1,600 38,412 AUTHORITY 53 GUERRERO ELAINE IC1.61 7409001120 10803 BE MOTH PL 98055 9,120 214 0 0 0 0 8,906 GENERAL NOTES 1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2. REFER TO SHEET iC1.OA AND iC1.OB FOR ALIGNMENT TABLES AND SHEET 1CO.01 FOR SURVEY CONTROL. W W 2 (n ROW AND ALIGNMENT LEGEND W W RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) C] O PROPERTY LINE (EXISTING) 00 - • — - CITY LIMIT I BOUNDARY (EXISTING) S ~ 00 TEMPORARY CONSTRUCTION EASEMENT PERMANENT EABEMENT W Z FEE J = PROJECT PARCEL NO U Q 1 123456-1234 PARCEL NO.� I 0' 20' 40' SCALE: 1"=20' o METRO TRANSIT CAPITAL DIVISION 60 /a SUBMITTAL Is A. VILLDRAWNAR P. ENG RAPIDRIDE I LINE NOVEMBER 2021 TO% C. WILCOX King County 4 CHECKED' PROJECTNO; _7 RENTON SEGMENT CRANING NO. 0.�'BB°gY S. FORMPN E00566E18 METRO ROW, SURVEY CONTROL & ALIGNMENT PLAN 1C1.61 NN. REVISION 6Y APP'D DATE m'TAONAL8�0 CHECKED. CGNTRACTNO, 108TH 13+00 TO 108TH 18+00 SHEET"°°F METRO PROJECT ENGINEER CXXXXXXXX 70 XXXX R-421470 0 R-421471 0 R-421472 V M 1 O C U 1 �FF W WW 2 1n W W UN 1 O + V GD y N H- 0 0 `4 W Z � J 3 4 = h U a a b x h z z a s x U e $ n moo E u� =A Ho 6Z Aii°X¢ E 29+00 46 322305-9070 KC HOUSING AUTHORITY 18415 108TH AVE BE I 07 T 0 as 3zzaos-soez GENERAL NOTES SPRINGFIELD 64 LLC ~ 1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 10815 BE 184TH LN 54 911710-0160 = 2. REFER TO SHEET iC1.OA AND iC1.OB FOR ALIGNMENT TABLES AND SHEET 1CO.01 FOR SURVEY CONTROL. 108TH 30+75.59, 49.04' LT SALDIVARLEODIA& SONIA 0, 46.97'LT 108TH 30+33.10, 47.00'LT 6 10808 BE 18TH I W LU 11, 40.00'LT U • • — — — — 9,9LT5108TH 30+84.24.2 W W 2 108TH 30+84.92, 40.00' LT U% 108TH 30+33.10, 40.00' LT W W 108TH 30+75.59, 40.00, LT N ROW AND ALIGNMENT LEGEND S01026'19•W 30i00 31 i00 108TH AVE SE (SR 515) 32i00 i� 33 1 _ H 2727.81' —� (108TH-LINE) RIGHT OF WAY (EXISTING) O O + RIGHT OF WAY(PROPOSED) 108TH 31+13.35, 42.54' RT 108TH 31+13.35, 40.00' RT M 108TH 31+59.31, 42.54' RT PROPERTY LINE (EXISTING) 2 0000 — • — — CITY LIMIT I BOUNDARY (EXISTING) _ — _ _ _ — _ — — _ O 108TH 31+69.60, 54.98' FIT _ — .. — TEMPORARY CONSTRUCTION EASEMENT i W • • — • • — • • — • i Z J PERMANENT EASEMENT ' 108TH 31+11.19, 54.93' RT \ / U FEE \ 108TH 30+85.45, 68.48' RT PROJECT PARCEL NO. 108TH 31+10.98, 68.88' RT 47 322305-9135 1 123456-1234 SEA MAIN AND YIIN CHAN 18429108TH AVE BE I PARCEL NO. 0 RIGHT-OF-WAY TABLE COMPENSABLE MUTUAL BENEFIT TOTAL TEMPORARY PROJECT PARCEL NO. PROPERTY OWNER DWG NO. PARCELNO. PARCELADDRESS OWNERSHIP TOTAL FEE PERMANENT EASEMENT TEMPORARY TEMPORARY CONSTRUCTION REMAINDER (SF) (SF) (SF) (SF) CONSTRUCTION CONSTRUCTION EASEMENT (SF) EASEMENT (SF) EASEMENT (SF) 45 SPRINGFIELD 64 LLC 1C1.64 3223059082 108155E 184TH LN 210,400 0 0 602 0 602 210,400 47 SEA MAIN AND YIIN CHAN iC1.64 3223059135 18429108TH AVE SE 10,018 114 0 1,397 0 1,397 9,904 I 0' 20' 40' SCALE: 1"=20' o "` METRO TRANSIT CAPITAL DIVISION 60 /O SUBMITTAL Is A. VILPR P. EKG RAPIDRIDE I LINE NOVEMBER 2021 DRAM kg King County C. WILCOX CHECKED. PROUECTNN, RENTON SEGMENT DRRWINGNOit S. FORMAN EW566E18 METRO ROW, SURVEY CONTROL & ALIGNMENT PLAN 1C1.64 No R-,WK N BY AFRO DATE CHE6m `�NTFACTNJ, 108TH 28+00 TO 108TH 33+00 SHE£TNOOF METRO PROJECT ENGINEER CXXXXXXXX 73 XXXX R-421473 0 0 a b x CP h z A e x U O b F$ V EES N4A Ho ;Bx R-421474 0 R-421475 0 R-421476 0 R-421477 J p x b w h z a $ a1 U e $ n moo E u� =A Ho ,ax.. CITY OF CITY OF RENTON KENT E 000 48 322305-9035 � FRIENDLY FUELS INC 19044108TH AVE BE 00 F- 0 0 108TH 54+32.49, 45.50' LT U 108TH 53+31.59, 45.50' LT N 0 108TH 53+44.43, 42.43' LT 0 CT) 108TH 53+31.59, 40.00' LT .. — . — .. — .. — .. — .. _ .. .. W Ld - �#- -- -- - - Cn 2 In LLI 108TH 54+17.44, 42.43' LT F W < N N 108TH 53+44.43, 40.00' LT 108TH 54+17.44, 40.00' LT E 00 53+00 108TH AVE SE (SR 515) 54+00 55+00 o (108TH-LINE)- Ul N I 2 H 00 O LLI Z aaa J 2 � H \ Q 1 RIGHT-OF-WAY TABLE COMPENSABLE MUTUAL BENEFIT TOTAL TEMPORARY PROJECT PARCEL PROPERTY OWNER DWG NO. PARCEL NO. PARCEL ADDRESS OWNERSHIP TOTAL FEE PERMANENT TEMPORARY TEMPORARY CONSTRUCTION REMAINDER (SF) NO. (SF) (SF) EASEMENT (SF) CONSTRUCTION CONSTRUCTION EASEMENT (SF) EASEMENT (SF) EASEMENT (SF) 48 FRIENDLY FUELS INC iC1.69 3223059035 19OU 108TH AVE SE 30,187 178 0 364 0 364 29,646 GENERAL NOTES 1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2. REFER TO SHEET iC1.OA AND iC1.OB FOR ALIGNMENT TABLES AND SHEET 1CO.01 FOR SURVEY CONTROL. ROW AND ALIGNMENT LEGEND RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) — • — — CITY LIMIT I BOUNDARY (EXISTING) — • • — TEMPORARY CONSTRUCTION EASEMENT O ® PERMANENTEASEMENT (J N ® FEE l PROJECT PARCEL NO. W 2 N 1 N rD Ld PARCEL NO. J O LLJ W N 0' 20' 40' SCALE: 1"=20' o METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL Jacobs A. VILPR P. ENG RAPIDRIDE I LINE NOVEMBER 2021 pt q'ABBa-O DRAM kg Min g ng County w % C. WILCOX CHECKED. PROUECTNN, RENTON SEGMENT DRAWINGNO S. FORMAN EW588E18 METRO ROW, SURVEY CONTROL & ALIGNMENT PLAN 1C1.69 No R-,WK N BY AFRO DATE ms, AL O CHECKED CONTRACTNJ, 108TH 52+00 TO 108TH 57+00 SHE£TNOOF METRO PROJECT ENGINEER CXXXXXXXX 76 XXXX R-421478 rl No E 01 LT S1DE IMPROVEMENTS (LOCATIONS SHOWN ON PAVING PLANS) 60% SUBMITTAL REVIiIOv 2ND—LINE E EXISTING GROUND TYPICAL SECTION A SCALE: NTS IS 2ND ST) 2ND 10+51 TO 2ND 20+55 mrkFaa VARIES LANE EX SIDEWALK :,STING CURB AND GUTTER TO REMAIN (MORRIS AVE S) - LT IMPROVEMENT TO THE CENTER LINE (W ITHWORTH AVE S) - RT IMPROVEMENT TO THE CENTER LINE (WITHWORTH AVE S) - LT IMPROVEMENT TO THE CENTER LINE (SHATTUCK AVE S)- RT IMPROVEMENT TO THE CENTERLINE (SHATTUCK AVE S) - LT IMPROVEMENT TO THE CENTERLINE (LOCATIONS ARE SHOWN ON THE PAVING PLANS) (LOCATIONS ARE SHOWN ON THE PAVING PLANS) BY I 4PP'0 I `TE TYPICAL SECTION B SCALE: NTS (MORRIS AVE S) (WITHWORTH AVE S) (SHATTUCK AVE S) .;acobs A.VLINIMGHEO It SF0cNEc� METRO PROJECT ENGINEER P. ENS w King County METRO E00558E18 `M566E18 �X GENERALNOTES 1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2. SEE ROW, SURVEY CONTROL 6 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. TYPICAL SECTION NOTES OHMA CL. 121N. PG 50H-22 OHMA CL.1 IN. PG 5811-22 OCRUSHED SURFACING BASE COURSE (CSBC) O4 CEMENT CONCRETE SIDEWALK PER CITY OF RENTON, STD PLAN 102 O5 CRUSHED SURFACING TOP COURSE (CSTC) OCEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON, STD PLAN 101 O7 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON,STD PLAN 101 O8 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62. TYPICAL SECTION LEGEND HMA CSBC/CSTC CONCRETE PAVEMENT LANDSCAPING METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT ROADWAY TYPICAL SECTIONS NOVEMBER 2021 MWING NO'. C GNEE N3 79 XXXX R-421479 rl E I VARIES E1 VARIES VARIES 5.5'-10.0' 0.0'-5.0' VARIES EX SEE NOTE 6 & 7 PLANTER 11A — 1RAVEL STATION NE BAT LANE /SIDEWALK —1.0' SHY 0.5' 1.0' MIN SAN e VARIES 1.5% p.0%4.0%) — 1.0' SHY AL I tKNA I G ShU I IUN GRA 16+06 TO GRA 22+82 LT SIDE IMPROVEMENTS GRA 11+03 TO GRA 14+69 LT SIDE IMPROVEMENTS GRA 16+06 TO GRA 24+42 60% SUBMITTAL REv61pN BY I APP'B I -ATE GRA LINE rt E rV X LANE TRAVEL 1 EXISTING GROUND/ FX BAT LANE 0.5, I I VARIES I - (O.5R-3.OJQ L i TE-IN LIMIT VARIES 6.0'-13.0' VARIES SIDEWALK/ 0.0'-5.0' STATION PLANTER NOTE 6at7LL BOARD[SEE E NOTE 9 RETAINING WALL SEE NOTE 5 TYPICAL SECTION C SCALE: NITS (S GRADY WAY) GRA 11+03 TO GRA 24+42 FIT SIDE IMPROVEMENTS GRA 22+57 TO GRA 23+80 .Oacobs A.MLLNi P. ENOV MWN, � King County J. EC`NECR PNG,EGE18 METRO it CHECKED N E005 TNCHECKED CONIFACTNO'. METRO PROJECT ENGINEER CXX%RRRRX GENERALNOTES 1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2. SEE ROW, SURVEY CONTROL B ALIGNMENT PLANS FOR ROW INFORMATION. 3. SEE PAVING PLANS FOR EXACT LOCATION OF PROPOSED CIVIL IMPROVEMENTS. 4. SEE LANDSCAPING PLANS FOR PLANTING LAYOUT. S. 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. TYPICAL SECTION NOTES 0 HMA CL. 12IN. PG 50H-22 O2 HMA CL.1 IN. PG 58H-22 OCRUSHED SURFACING BASE COURSE (CSBC) O4 CEMENT CONCRETE SIDEWALK PER CITY OF RENTON, STD PLAN 102 OCRUSHED SURFACING TOP COURSE (CSTC) OCEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON, STD PLAN 101 7 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON,STD PLAN 101 O8 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62. TYPICAL SECTION LEGEND HMA CSBC/CSTC CONCRETE PAVEMENT LANDSCAPING METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT ROADWAY TYPICAL SECTIONS NOVEMBER 2021 pNWING NO'. C GNEETN3 80 XXXX R-421480 I rl No PROPOSED ROW SEE NOTE 2 1F �NST m SHY 1.5x 7r SEE NOTE 2 VARIES 7.5'-13.0' 1.0' MIN VARIES (1.5% 0%) LT SIDE IMPROVEMENTS TAL-B 10+70 TO TAL-B 13+37 LT SIDE IMPROVEMENTS TAL-B 14+34 TO TAL-B 16+59 VARIES 5.0'-10.0' EX SIDEWALK/ TRAVEL STATION SEE NOTE 6 & 7 0.5i 1.0' SHY 1.Sx LT SIDE IMPROVEMENTS TAL-B 37+00 TO TAL-B 37+20 60% SUBMITTAL REV61pN BY I APPD I DATE TAL-B LINE `-EXISTING GROUND TYPICAL SECTION D SCALE: NTS (TALBOT RD S) TAL-B 10+70 TO TAL-B 22+05 TAL—B LINE ROW EXISTING GROUNJ TYPICAL SECTION E SCALE: NTS (TALBOT RD S) TAL-B 34+86 TO TAL-B 37+20 .;acobs �V LANE 0.5't EXISTING CURB AND GUTTER TO REMAIN A. VIL N,IMCNEOIt SF0cNEc� METRO PROJECT ENGINEER SEE NOTE 2 VARIES 1.25'-11.7t BAT LANE ICUs (0.SR-3.O7GVARIES L VARIES 6.0'-10.0' SIDEWALK/ STATION SEE NOTE 6 & 7 1.0' SHY 1.5% SIDEWALK 0.5' 1.0' SHY a 1.5x N� 4.4 RT SIDE IMPROVEMENTS TAL-B 11+53 TO TAL-B 11+71 RT SIDE IMPROVEMENTS TAL-B 16+07 TO TAL-B 22+05 RT SIDE IMPROVEMENTS TAL-B 34+86 TO TAL-B 35+06 09 mr E00566E18 CoanucTNZ CXX%%%RRX King County METRO GENERALNOTES 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. TYPICAL SECTION NOTES OHMA CL. 12IN. PG 50H-22 O2 HMA CL.1 IN. PG 58H-22 OCRUSHED SURFACING BASE COURSE (CSBC) 4O CEMENT CONCRETE SIDEWALK PER CITY OF RENTON, STD PLAN 102 OCRUSHED SURFACING TOP COURSE (CSTC) OCEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON, STD PLAN 101 7 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON,STD PLAN 101 O8 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62. TYPICAL SECTION LEGEND HMA CSBCICSTC CONCRETE PAVEMENT LANDSCAPING METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT ROADWAY TYPICAL SECTIONS NOVEMBER 2021 1 C3.03 r NO 81 XXXX R-421481 rl 3 I No E 60% SUBMITTAL REV61pN TAL-21 LINE i SEE NOTE 2 VARIES SEE NOTE 2 EXISTING GROUNDJ LT SIDE IMPROVEMENTS TAL-21 25+82 TO TAL-21 26+11 VARIES RT SIDE IMPROVEMENTS TAL-21 25+75 TO TAL-21 25+87 RT SIDE IMPROVEMENTS TAL-21 27+76 TO TAL-21 29+00 TYPICAL SECTION F SCALE: NTS (TALBOT RD S) TAL-21 25+75 TO TAL-21 29+00 LT SIDE IMPROVEMENTS TAL-21 56+28 TO TAL-21 56+40 BY I APP'D I -ATE TAL-21 LINE VARIES VARIES EX 0.V-3.V 5.V-10.0' LANE TTR AVEL LANE EX SIDEWALK/ SHOULDER STATION SEE NOTE 8 B 7 0.5' — a 20% 1.5% OUNDI TYPICAL SECTION G SCALE: NTS (TALBOT RD S) TAL-21 56+28 TO TAL-21 57+36 .;acobs RT SIDE IMPROVEMENTS TAL-21 56+86 TO TAL-21 57+36 A. VIL MNLIMGNEO It SF0cNEc� METRO PROJECT ENGINEER 749 WALL, 5 P. ENS King County METRO PNG,EG E08588E18 E18 �3 GENERALNOTES 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. TYPICAL SECTION NOTES OHMA CL. 12IN. PG 50H-22 OHMA CL.1 IN. PG 58H-22 OCRUSHED SURFACING BASE COURSE (CSBC) 4O CEMENT CONCRETE SIDEWALK PER CITY OF RENTON, STD PLAN 102 OCRUSHED SURFACING TOP COURSE (CSTC) OCEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON, STD PLAN 101 7 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON,STD PLAN 101 O8 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62. TYPICAL SECTION LEGEND HMA CSBCICSTC CONCRETE PAVEMENT LANDSCAPING METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT ROADWAY TYPICAL SECTIONS NOVEMBER 2021 MWING NO'. C GNEE N3 82 XXXX R-421482 rl I I No E EXISTING GRO=ND� EXISTING GROUND-\ VARIES 8.0'-10.0' SIDEWALK/ VARIE; 0.0'-5. RAISE[ STATION BIKE SEE NOTE 6 & 7 LANE 0' 0.5' SHY o- OR 1.5% 1.5% 3.T NST 6'MIN LT SIDE IMPROVEMENTS TAL-21 71+64 TO TAL-21 72+39 LT SIDE IMPROVEMENTS TAL-21 73+07 TO TAL-21 73+80 PROPOSED ROW SEE NOTE 2 VARIES VARIES 5.0'-10.0' 0.0'-5.0' SIDEWALK/ RAISED STATION BIKE SEE NOTE 6 & 7 LANE 5' — T�•7 I1 I N\ST a; 7 I 1.0' `r SHY MIN VARIES TAL-21 LINE i VARIES VARIES EX 0.0'-5.0' &V-10.0' TRAVEL LANE RAISED SIDEWALK/ BIKE STATION LANE SEE NOTE 6 & 7 VARIES 2.0'-7.0' 0.5' 10.5' nes VARIES EXISTING GROUND TYPICAL SECTION H SCALE: NITS (TALBOT RD S) TAL-21 71+64 TO TAL-21 75+24 EX 30, TAL-21 LINE MEDIAN IMPROVEMENTS TAL-21 88+89 TO TAL-21 89+29 OR 1.5% 1.0' 3• T RT SIDE IMPROVEMENTS TAL-21 73+82 TO TAL-21 75+24 VARIES EX 0.0'-5.0' EL LANE RAISED BIKE LANE 0.5' VARIES VARIES 2VARIE 0' 2VARIE 0' (1.5%x--3 OX) (1. VARIES 2 5 ALTERNATE SECTIONS TAL-21 88+08 TO TAL-21 88+13 TAL-21 88+75 TO TAL-21 88+96 LT SIDE IMPROVEMENTS TAL-2188+08 TO TAL-2188+96 TYPICAL SECTION SCALE: NTS (TALBOT RD S) TAL-21 88+08 TO TAL-21 89+29 SIG 60% SUBMITTAL A. VIL Jacobs e A91LwJ.LIM GNE0S. F0R E'dI51Gv BY APPD GATE cnEcr VARIES 5.0'-10.0' SIDEWALK/ STATION SEE NOTE 6 & 7 0.5' RAJUI NOTE 6 OR 1.5% NST �• 1 Z'/ I `RETAINING WALL SEE NnT7 5 1.0' SHY �'- NST 3, ALTERNATE SECTIONS TAL-21 88+23 TO TAL-21 88+28 TAL-21 88+95 TO TAL-21 89+14 /%ISTING GROUND RT SIDE IMPROVEMENTS TAL-21 88+23 TO TAL-21 89+14 P. ENS w King County METRO PNG,EG E00588E18 E18 METRO PROJECT ENGINEER ICXXXX%RRX GENERALNOTES 1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2. SEE ROW, SURVEY CONTROL B 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. TYPICAL SECTION NOTES OHMA CL. 12IN. PG 50H-22 OHMA CL.1 IN. PG 58H-22 OCRUSHED SURFACING BASE COURSE (CSBC) O4 CEMENT CONCRETE SIDEWALK PER CITY OF RENTON, STD PLAN 102 O5 CRUSHED SURFACING TOP COURSE (CSTC) OCEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON, STD PLAN 101 O7 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON,STD PLAN 101 O8 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62. TYPICAL SECTION LEGEND HMA CSBC/CSTC CONCRETE PAVEMENT LANDSCAPING METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT ROADWAY TYPICAL SECTIONS NOVEMBER 2021 MWING NO'. C GNEE N3 83 XXXX R-421483 1 rl 0 0 X 4 CAR —LINE I RAILING, SEE NOTE 6 VARIES _ 4.5'-10.0' _ SIDEWALK/ STATION SEE NOTE 6 VARIES 0.0'-2.0' LANDSCAPE RETAINING �-I 1 SEE NOTETE 5 5 I .<• SHY NSt j ` i ALTERNATE SECTION TYPICAL SECTION J CAR 33+49 TO CAR 33+53 SCALENEES LT SIDE IMPROVEMENTS CAR 33+36 TO CAR 33+53 : (SISE CARR RD) RD) CAR 33+36 TO CAR 33+81 VARIES LT SIDE IMPROVEMENTS 108TH 29+66 TO 108TH 30+83 108TH—LINE MEDIAN IMPROVEMENTS 108TH 30+50 TO 108TH 30+78 TYPICAL SECTION K SCALE: NITS (108TH AVE S)108TH 29+66 TO 108TH 31+72 EXISTING GUTTER VARIES 4.5'-11.0' SIDEWALK/ STATION SEE NOTE 6 VARIES .0' SHY RAILING, SEE NOTE 6 1 RT SIDE IMPROVEMENTS CAR 33+64 TO CAR 33+81 PROPOSED ROW er MAW 0 VARIES RETAINING WALL SEE NOTE 5 ALTERNATE SECTION 108TH 31+16 TO 108TH 31+72 I:16HIlmM19:AP/G&IG01 mplaCRLmill[irsT.3I UM 60% SUBMITTAL vaC�bS g� DRAI,LAa P.END �N W GMWN: , °T w King County b °y J. CHECKED ' PNG,ECE18 METRO a fIBN S.FORMFN E00588E18 '%lpNAy$� CHECKED' COMFACTNO'. No. REVGIOv BY APP'p DATE METRO PROJECT ENGINEER CXX%RRRRX GENERALNOTES 1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2. SEE ROW, SURVEY CONTROL B 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. TYPICAL SECTION NOTES 0 HMA CL. 121N. PG 50H-22 O2 HMA CL.1 IN. PG 58H-22 OCRUSHED SURFACING BASE COURSE (CSBC) O4 CEMENT CONCRETE SIDEWALK PER CITY OF RENTON, STD PLAN 102 O5 CRUSHED SURFACING TOP COURSE (CSTC) OCEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON, STD PLAN 101 O7 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON,STD PLAN 101 O8 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62. TYPICAL SECTION LEGEND HMA CSBC/CSTC CONCRETE PAVEMENT LANDSCAPING METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT ROADWAY TYPICAL SECTIONS NOVEMBER 2021 pNWING NO'. 1 C GNE 3 84 XXXX R-421484 rl No E PROPOSED ROW SEE NOTE 2 VARIES 5.0'-10.0' SIDEWALK/ STATION SEE NOTE 6&7 SEE PAVING PUNS FOR TIE—IN LIMIT RETAINING WALL SEE NOTE 5 ALTERNATE SECTION 108TH 53+44 TO 108TH 54+17 60% SUBMITTAL REVGION BY I 4PP'0 I -ATE VARIES (1.0%-3.0%) —I //T EXISTING GROUND--T 108TH—LINE E TYPICAL SECTION L SCALE: NTS (108TH AVE $11NTH 53+34 TO 108TH 54+27 .;acobs A.VLINIMGHEO It SF0cNEc� METRO PROJECT ENGINEER P. ENG King County METRO PNG,EG E08588E18 E18 �X GENERALNOTES 1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2. SEE ROW, SURVEY CONTROL B 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. TYPICAL SECTION NOTES OHMA CL. 12IN. PG 50H-22 O2 HMA CL.1 IN. PG 58H-22 OCRUSHED SURFACING BASE COURSE (CSBC) O4 CEMENT CONCRETE SIDEWALK PER CITY OF RENTON, STD PLAN 102 O5 CRUSHED SURFACING TOP COURSE (CSTC) OCEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON, STD PLAN 101 O7 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON, STD PLAN 101 O8 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62. TYPICAL SECTION LEGEND HMA CSBC/CSTC CONCRETE PAVEMENT LANDSCAPING METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT ROADWAY TYPICAL SECTIONS NOVEMBER 2021 MWING NO'. C GNEETN3 85 XXXX R-421485 $ H H R-421486 $ H H R-421487 T s O G O`e e�LL CEO frm� cwz s $ H H R-421488 h z z a x 8 3 � E`o E� E�w oR� 1;0 $aZ GENERAL SITE RESOTRATION NOTES 1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE MEASURED TO THE BACK OF CURB. 2. PROTECT EXISTING UTILITIES AND FEATURES WITHIN PROJECT LIMITS UNLESS NOTED OTHERWISE. 3. REMOVE SIDEWALK AND CURB AND GUTTER TO NEAREST JOINT. 4. FOR SIGN REMOVALS, SEE SIGNING AND STRIPING PLANS. 5. FOR DRAINAGE REMOVALS, SEE DRAINAGE PLANS. 6. FOR UTILITY REMOVALS, SEE UTILITY PLANS. 7. FOR SIGNAL REMOVALS, SEE SIGNAL PLANS. 8. FOR LIGHTING REMOVALS, SEE LIGHTING PLANS. 9. FOR ELECTRICAL REMOVALS, SEE ELECTRICAL PLANS. 10. CHANNELIZATION REMOVALS OUTSIDE OF SAWCUT LIMITS ARE SHOWN ON THE SITE PREPARATION PLANS. CHANNELIZATION WITHIN SAWCUT LIMITS ARE ASSUMED TO BE INCLUDED WITH PAVEMENT REMOVALS. WORK IN RIGHT-OF-WAY AND WITHIN PRIVATE PROPERTY EASEMENTS 1. WHEN THE WORK SITE IS UNATTENDED, INSTALL A SIGN WITH MINIMUM TWO-INCH LETTERS STATING PERMITTEE OR COMPANY NAME, AND DAY AND EVENING PHONE NUMBERS. 2. INSTALL BARRICADES, SIGNS, WARNING LIGHTS, AND SAFETY DEVICES SUFFICIENT TO NOTIFY PUBLIC OF OBSTRUCTIONS OR TRAFFIC HAZARDS. DEVICES MUST REMAIN UNTILTHE OBSTRUCTIONS OR TRAFFIC HAZARDS ARE CLEARED. 3. MAINTAIN ACCESS TO FIRE STATIONS, FIRE HYDRANTS, FIRE ESCAPE$, 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 SIDEWALKIRAMPS, PROVIDE APPROPRIATE ACCESS DETOURS, WITH THE CORRESPONDING SIGNAGE AND AT LOCATIONS APPROVED BY THE PROJECT REPRESENTATIVE. 9. COVER OPEN EXCAVATION WITH NONSKID 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 I. 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-%81) 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) 423-4394 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 EPDXY. 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. 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. 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. 60% SUBMITTAL va�.Obs qg� DRAM P. ENG �� p DIUWN: , rp L9 King County b m c. WILCOX CHECKE PROUECT S. FOR °� EW566END: METRO Y Np1 p.�a prgtyg4p0� S. FORMPN E00588E18 No R-, WK N BY AFRO DATE BAONAI. CHECKED CONTRACTNO METRO PROJECT ENGINEER CXXXXXXXX METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SITE PREPARATION GENERAL NOTES NOVEMBER 2021 DMWING NO'. NC4•00 EETN 89 XXXX R-421489 1 N z i a x s � o �m8 `o E� Egw oR� 1;0 >:µHN I I I I I o I 0 m I 0 10+00 0 o j Q o g # 0IIITIIIz T 04 ❑ o # LLI o O :if X U Q Z O ~ ❑ Z o � 5 0 11+00 LOGAN AVE S 12+00 ® (LOG -LINE) ^ W h VI Z 2ND 10+32.61, 10.SS'LT a& cl IIZ ED o 2 LANE LINE I o 0 I o � MATCH LINE 2ND 11+00 — SEE SHEET 1C4.02 60% SUBMITTAL R-,WK N BY I APPD I DATE Jacobs 11 15 0 METRO PROJECT ENGINEER AlUm EW588E18 CoNm 7Na CX%%%RRXX A L9 King County METRO NOTES 1. SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. SITE PREP NOTES OPRESERVE AND PROTECT FEATURE AS NOTED QREMOVE FEATURE AS NOTED OO PRESERVE AND PROTECT EXISTING TREE 4O REMOVAL OF FEATURE BY OTHERS (METRO) OREMOVE OR RELOCATE FEATURE AS NOTED BASED ON PROPERTY OWNER NEGOTIATIONS SITE PREP LEGEND REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING — SAW, FULL DEPTH H - REMOVAL ITEM ---- RIGHT-OF-WAY(EXISTING) RIGHT-OF-WAY (PROPOSED) TEMPORARY CONSTRUCTION EASEMENT X REMOVETREE / `1 TREE PROTECTION ZONE(TPZ) OTREE PROTECTION FENCE aooB TREE TAG IDENTIFICATION NUMBER Y 0' 20• 40' SCALE: 1"=20' METRO TRANSIT CAPITAL DIVISION DAM RAPIDRIDE I LINE NOVEMBER 2021 RENTON SEGMENT DMWING NO. SITE PREPARATION PLAN NC4.01 2ND 11+00 TO LOG 14+50 90 XXXX R-421490 N 2 x V R a T n I, 0 34 40 000720-0060 6- 2028 D6" 202I �� 000720-0060 I(Die^ ----�� / 26' \ _ / 2ND 13+57.18, 1.57' LT 2ND 13+62.18, 1.59' LT / o _ S 2ND ST 2ND 13+92.35, 43.58' LT ll-lr-ll-Ilu-x-x-xn-x-x-xlr+l-x-ir o- x-x-x-ull-x-x-ao--lr-x--lln-x-x-xu-x-x-x 172510-0000 - 6-„'��---- LINE z i a x _o �m8 60% SUBMITTAL Emw �R 1;o 1 COW < E No. R-, WK N PIPE PLUG "CHERNE INDUSTRY' LANE LINE 8 � 00 w Q CE NOT ENTER \` - - 7 2ND ® `IrPA &�01111 �,�1 2004 z \MOR 10+gg.0 26os MOR 10+99.04, 1 MATCH LINE MOR 11+30 - SEE SHEET 1C4.04 BY I APPD I DATE Jacobs 13+00 (2ND-LINE) Il.�� II H-N-H-IP N-IHI-IP m,,�J�, I. II-k-M-N' 11-II�H. / Ilih'iV-H'II H--II N'-!F"N-II Ih'H-"N-I 43.73' LT / 4R73'ITTon Oz GUTTER 3. 30.02' LT zoo3 I I -F_____T______� 784180-0025 784180-0015 Agilm S. FORMPN I E00566E18 CHECKm: LIXITWTK METRO PROJECT ENGINEER CX%RRRRRX ll-It-µ-fP NOTES 1. SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. SITE PREP NOTES OPRESERVE AND PROTECT FEATURE AS NOTED I Q REMOVE FEATURE AS NOTED _ 0PRESERVE AND PROTECT EXISTING TREE 4O REMOVAL OF FEATURE BY OTHERS (METRO) OREMOVE OR RELOCATE FEATURE AS NOTED BASED ON PROPERTY OWNER NEGOTIATIONS SITE PREP LEGEND r — - - - - REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK U CLEARING AND GRUBBING w LLJ SAW, FULL DEPTH REMOVAL ITEM LLJ LLJ ---- RIGHT-OF-WAY(EXISTING) (n I RIGHT-OF-WAY(PROPOSED) 0 Q _ — TEMPORARY CONSTRUCTION EASEMENT 11 + ll-N--N-fl X REMOVETREE Zf TREE PROTECTION ZONE(TPZ) N O ❑ TREE PROTECTION FENCE W Z J o006 TREE TAG IDENTIFICATION NUMBER 2 5 H Q L9 King County METRO N 0' 20' 40' SCALE: 1"=20' DATE' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE NOVEMBER 2021 RENTON SEGMENT SITE PREPARATION PLAN 2ND 16+00 TO 2ND 11+00 ro OF N C4.02 91 XXXX R-421491 N NOTES 1. SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. SITE PREP NOTES O1 PRESERVE AND PROTECT FEATURE AS NOTED O2 REMOVE FEATURE AS NOTED GPRESERVE AND PROTECT EXISTING TREE O4 REMOVAL OF FEATURE BY OTHERS (METRO) (D REMOVE OR RELOCATE FEATURE AS NOTED BASED ON PROPERTY OWNER NEGOTIATIONS SITE PREP LEGEND 1 FENCE REMOVE ASPHALT PAVEMENT OM d- 2 CURBANDGUTTER N U O REMOVE CEMENT CONCRETE PAVEMENT 2ND 19+68.53, 33.56' RT 2ND 20+01.57, 33.1RT U REMOVE CEMENT CONCRETE SIDEWALK W ENTER ONLY ENTER ®icv4 i � 1--CLEARING Ld AND GRUBBING � ®o 3 w W x w — 2038 �\ � SAW, S FULL DEPTH _ — � — — — (n 38 JBD Ld // J/ d/ // - REMOVAL ITEM 2ND 20+01.45, 23.29' RT I Ld _� / -_ 2ND 19+68.37, 23.80' RT n `4 / " / ---- RIGHT-OF-WAY(EXISTING) O 00 I 2ND 19+92.03, 2.82' LT 2ND 19+87.05, 2.53' LT \ S 2ND ST U _ O RIGHT-OF-WAY(PROPOSED) N rensu BIN 3 \ 19+pp 18+00 O + (2ND-LINE) i6 I • • 17 00 0<o- 2037 " 2ND 19+90.90, 24.76' LT Do rvor ENTER 20M 1 — • • — TEMPORARY CONSTRUCTION EASEMENT Z DEC 38' I 02035 �2036 O38" O 030. 2029 J6� (EB01CV O}2"J �•203< 20' I I 20" 36' X REMOVE TREE I oo uor ENTER 'B W 2ND 20+55.31. 46.64' LT 2ND 19+84.91, 37.53' LT - _ Z `� Z 1 2ND 19+86.02, 24.58' LT ,O N I\ TREE PROTECTION ZONE (TPZ) J 2ND 20+55.45, 49.59' LT- SCR=$ WALK 2 \ 2ND 19+81.79, 44.86' LT / i� LJ - t-x-R. If•H 9 #- I P / II--I/-x-�a a-x-Ir-x� o--x-fl-IF m fl-Irx-u� e-Irx-Il� lf-x-x-/P ll-x-x-x� afx-N-x� n�x-x-o- u� x-x-Irvh x-x-x-n� o--x-Ir-m u--n-n-x>7/,-x-e-x� IP-x-x-µ NN IP fr-rt-n- Ih Ir-x-x-u� e-�-n-�h ll-Ir-ll-x � n Z_ O ❑ TREE PROTECTION FENCE = 2ND 19+81.63, 49.86' LT / _ \ O o J C _ �� TREE TAG IDENTIFICATION NUMBER ' �0" IJB❑ 20}} I JB❑ JB❑ � 20 203 J U IV ®® / 2ND 20+55.94, 59.16' LT =2— —21 — — — — — — — — - — — — — — Q 2ND 20+52.50, 59.37' LT _ �� zo33 2030 3 2ND 16+65.03, 49.01' LT REA R 3 � /� 2ND 16+65.04, 60.09' LT 2ND 20+49.41, 62.51' LT 19+84.12, 61.05' LT 2 LANE LINE 2ND 17+47.19, 48.99' LT � � _ -� � 2ND 17+47.07, 59.99' LT 2ND i6+79.02, 60.00' LT FENCE 1 1 BUILDING AND SIGN 2ND 19+83.58, 74.11' LT 784180-0085 2ND 17+38.44, 60.00' LT CURB AND GUTTER 2 1 LANDSCAPE 2ND 20+46.27, 97.00' LT Y • • —�� — • • 7.6' 2ND 19+89,08, 81.47' LT- BUILDING 1� / /- 2ND 19+90.55, 81.53' LT rvo P rcwc 1 BUILDING AND AWNING \ W O CURB AND GUTTER 2 131 \ 2ND 20+37.54, 96.1 V LT Q Q 2 CURB AND GUTTER \ N1 FENCE O \ LNL 2 CURBANDGUTTER O 2ND 19+97.25, 98.48' LT 2ND 17+28.92, 103.78' LT 2ND 16+92.89, 105.15' LT \ \ Q � N 0' 20' 40' SCALE: 1"=20' DESIGNED'. MpR04E0: DAM o METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL Jacobs DA. RAWN P. ENG RAPIDRIDE I LINE NOVEMBER 2021 DROWNKing County C. WILCGXCHECKED: PROJECTND: DRAWING NOMETRO RENT N E ONPit s. EORMra E00588E18 SITE PREPARATION PLAN 1C4.03 R-, WK a BY APPD DATE CHECKED: CONTRACTNO 2ND 21+00 TO 2ND 16+00 sxEErno: or METRO PROJECT ENGINEER CXXXXXXXX 92 XXXX R-421492 Cn W > x Q W z Y J rc 0 � 26+00 I I I I n� BUS 55 S 2ND ST 25+00 v 0007200988 000720-0060 SHELTER AND AMENITIES NOTES 1. SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. SITE PREP NOTES O1 PRESERVE AND PROTECT FEATURE AS NOTED O2 REMOVE FEATURE AS NOTED GPRESERVE AND PROTECT EXISTING TREE O4 REMOVAL OF FEATURE BY OTHERS (METRO) (D REMOVE OR RELOCATE FEATURE AS NOTED BASED ON PROPERTY OWNER NEGOTIATIONS SITE PREP LEGEND REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING USAW, FULL DEPTH _..._...�\ REMOVAL ITEM LLJ W _ ---- RIGHT-OF-WAY(EXISTING) _ — — _ 23+00 RIGHT-OF-WAY (PROPOSED) LW — — _ 22+00 — •• — TEMPORARY CONSTRUCTION EASEMENT REMOVETREE 21 O + I `� TREE PROTECTION ZONE (TPZ) OB. N O TREE PROTECTION FENCE \ Z � N TREE TAG IDENTIFICATION NUMBER W \ -J -_ C g a x I �$ I DESIGNED. WPRMD: 60% SUBMITTAL A. w DRAM P. ENG �aco s King County c. wacoxo HEDKED RRaE�ND METRO it S. FORMPN EN566E18CHECKED: CIXITFACTw no. fL—vl}ON BY APP'D DATE u METRO PROJECT ENGINEER CX%%%%%XX N 0' 20• 40' SCALE: 1"=20' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SITE PREPARATION PLAN 2ND 26+00 TO TO 2ND 21+00 NOVEMBER 2021 1 C4.03A TNO: OF 93 XXXX R-421493 N N O U Ld W 2 (n W W m 1 F- CC, I� I W Q Z c' p M J L 15+56 0 v r F J 0 0 N L F- 60% SUBMITTAL Jacobs. DRAM P. ENG DIUWN, L9 King County c. wacoxCHECKE S. FOR °PNaEG<ND: METRO it CHECKMPN E00588E18R-, WKN BY APPD DATE cNccxm: caxmAcrxD. METRO PROJECT ENGINEER CXXXXXXXX 7840, 7840, NOTES 1. SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. SITE PREP NOTES OPRESERVE AND PROTECT FEATURE AS NOTED QREMOVE FEATURE AS NOTED OO PRESERVE AND PROTECT EXISTING TREE 4O REMOVAL OF FEATURE BY OTHERS (METRO) OREMOVE OR RELOCATE FEATURE AS NOTED BASED ON PROPERTY OWNER NEGOTIATIONS SITE PREP LEGEND REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING SAW, FULL DEPTH //-//-//-H- REMOVAL ITEM ---- RIGHT-OF-WAY(EXISTING) RIGHT-OF-WAY (PROPOSED) .. — TEMPORARY CONSTRUCTION EASEMENT X REMOVETREE / `1 TREE PROTECTION ZONE(TPZ) OTREE PROTECTION FENCE aooD TREE TAG IDENTIFICATION NUMBER 1 0' 20' 40' SCALE: 1"=20' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SITE PREPARATION PLAN MOR 11+30 TO MOR 15+56 NOVEMBER 2021 DMWING NO'. GNM.N OF 94 XXXX R-421494 VVI z x 0 18z305-9063 28+00 �� 0007zo-olss � n S 3RD ST (3RD-LINE) z7+0+00 _JQ,° \ 'R,p� �,/ I I I 60% SUBMITTAL REVISION D / /rn I III I \ 000720-0101 6Y I APR 1 DATE ; .acobs I 1 1 1 1 1 26+00 BUS SHELTER AND AMENITIES 000720-0124 AUD9 S. FORMPN I EW566E18 CHECKS): UONTMCTINO METRO PROJECT ENGINEER CX%RRRRRX r NOTES 1. SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. SITE PREP NOTES OPRESERVE AND PROTECT FEATURE AS NOTED QREMOVE FEATURE AS NOTED OO PRESERVE AND PROTECT EXISTING TREE 4O REMOVAL OF FEATURE BY OTHERS (METRO) OREMOVE OR RELOCATE FEATURE AS NOTED BASED ON PROPERTY OWNER NEGOTIATIONS SITE PREP LEGEND REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING - - — SAW, FULL DEPTH H- REMOVAL ITEM ---- RIGHT-OF-WAY(EXISTING) RIGHT-OF-WAY(PROPOSED) 25+00 ' ' TEMPORARY CONSTRUCTION EASEMENT T T X REMOVETREE / `1 TREE PROTECTION ZONE(TPZ) OTREE PROTECTION FENCE 000720-0965 Ooo6 TREE TAG IDENTIFICATION NUMBER N 0' 20• 40' SCALE: 1"=20' METRO TRANSIT CAPITAL DIVISION DAMkg S RAPIDRIDE I LINE NOVEMBER2021 King County RENTON SEGMENT CRANING NO METRO SITE E PREPARATION PLAN 1C4.04B 3RD 29+66 TO 3RD 25+00 SHEET")OF 95 XXXX R-421495 NOTES 1. SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. SITE PREP NOTES �O �1 0PRESERVE AND PROTECT FEATURE AS NOTED 1 Q Q REMOVE FEATURE AS NOTED W OO PRESERVE AND PROTECT EXISTING TREE 4O REMOVAL OF FEATURE BY OTHERS (METRO) OREMOVE OR RELOCATE FEATURE AS NOTED BASED ON PROPERTY OWNER NEGOTIATIONS 182305-9118 BUS SHELTER AND AMENITIES 1 SITE PREP LEGEND 6 _ a REMOVE ASPHALT PAVEMENT h N x m REMOVE CEMENT CONCRETE PAVEMENT E o REMOVE CEMENT CONCRETE SIDEWALK rc o CLEARING AND GRUBBING x — — — — — — — — — — — — — — — — — — — — — — SAW, FULL DEPTH -H - REMOVAL ITEM o _ o ---- RIGHT-OF-WAY(EXISTING) 0 c� RIGHT-OF-WAY (PROPOSED) oo 23 YH1 24 00 RAINIER AVE S 25 DD TEMPORARY CONSTRUCTION EASEMENT (RAI-LINE) pX REMOVE TREE f TREE PROTECTION ZONE(TPZ) & R E = e e = O TREE PROTECTION FENCE D JeoT k JBL 1 O ® 000o TREE TAG IDENTIFICATION NUMBER ,Ill, U ISZi r 1 I ' JBT7 m ��, T Z 0 O T O O A ofn W m F =mpF m o4 m � m m a( J m¢y O1 m0} 0 Cl 000720-0209 ,�� CI 182305-9189 0 o W F� 182305-9169 �g BUS SHELTER AND AMENITIES 1 z a s � - o 3 � DESIGNED. WPRMD: 60% SUBMITTAL A. r i p DRAM P. ENG �aco s r King County x CHECKE o R � ., °x C WILCOX RRWECT 1_vo S.FORD EW566END METRO o x y °�'PBp a S. FORMPN E00588E18 0 w m'Q�GNAL G CHECKED: CIXIiFACi NJ'. ?p nLv}N BYAPPD DATE METRO PROJECT ENGINEER CXXXXXXXX 0' 20' 40' SCALE: 1"=20' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SITE PREPARATION PLAN RAI 22+00 TO RAI 27+00 NOVEMBER 2021 1 C4.04C TND: OF 96 XXXX R-421496 LAK 17+36.89, 14.37' LT GJ CURB 2 � 6 \ w x / C'I \� 00 m TRAFFIC ISLAN 2 10+00 18+29 o GRA 1 IS OO 10" 18 U9• 60% SUBMITTAL R-,WK N m BY I AFRO I DATE T i LAK 16+76.05. 19.29 LT O NO PARKING 192305-9032 & GUTTER 9q (D O d U N W W I 14 O _�---- O Q --II-fF dl N-H-H-II H-N-H-II JI-N-fi-ll lFil-IFiI ll-Ih-N--H I/-N-H-H 11 H-# 9 11 N-IFiI-Il dl-N-iF-II IFiFM-lI dl dl dl' Z J 10' F U C L II I I MPIEBEES I Ri (qNE MUST TURN Ri ❑ I 2 LANE LINE / I © I 192305-9102 / 192305-9103 Oovr I I I I I a co bs Is A -WILCO P. EN6 �King Cour>Ity c. wacoxD"ELKE°PaaE00566EI8 METRO it CHECKS. MPN CONTRAE18CHECKED: CONTRACTNO METRO PROJECT ENGINEER CXXXXXXXX NOTES 1. SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. SITE PREP NOTES OPRESERVE AND PROTECT FEATURE AS NOTED QREMOVE FEATURE AS NOTED 0PRESERVE AND PROTECT EXISTING TREE 4O REMOVAL OF FEATURE BY OTHERS (METRO) OREMOVE OR RELOCATE FEATURE AS NOTED BASED ON PROPERTY OWNER NEGOTIATIONS SITE PREP LEGEND REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING — SAW, FULL DEPTH H - REMOVAL ITEM ---- RIGHT-OF-WAY(EXISTING) RIGHT-OF-WAY (PROPOSED) TEMPORARY CONSTRUCTION EASEMENT X REMOVETREE / `1 TREE PROTECTION ZONE(TPZ) OTREE PROTECTION FENCE 000B TREE TAG IDENTIFICATION NUMBER N 0' 20' 40' SCALE: 1"=20' METRO TRANSIT CAPITAL DIVISION DAMS RAPIDRIDE I LINE NOVEMBER 2021 RENTON SEGMENT SITE PREPARATION PLAN GRA 10+00 TO GRA 14+00 ro OF N C4.05 97 XXXX R-421497 GRA 15+15.16. 83.77' LT GRA 15+00.06, 75.74' LTOR, PMbMc \CUR ER 2 W Nc. x GRA 14+69.15, 53.00' LTaM P&R rRq � �0d0 192305-9032 Ra z 2039 r0 O o. x 304 0 WooO Po 39 LLI W 1n x GRA 14+65.71, 54.74' RT I GRA 14+83.12, 64.27' RT P O 1 CURB 8 GUTTER 2 2.6 —3.1 GRA 14+97.55, 78.63' RT z A GRA 15+00.69, 99.49' RT g - o 3 � �m8 60% SUBMITTAL 4A oR� 11;o HN i < N". R=.aaicN GRA .01 CROSSWALK 2 NOTES 1. SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. SITE PREP NOTES OPRESERVE AND PROTECT FEATURE AS NOTED QREMOVE FEATURE AS NOTED 0PRESERVE AND PROTECT EXISTING TREE 4O REMOVAL OF FEATURE BY OTHERS (METRO) OREMOVE OR RELOCATE FEATURE AS NOTED BASED ON 89, LT GRA 18+30.59, 67.00' LT PROPERTY OWNER NEGOTIATIONS GRA 18+30.57, 59.50' LT 15+78.66, 85.40' LT GRA 17+83.99, 67.00' LT 19 192305-9096 SITE PREP LEGEND GRA 15+81.81, 85.30' LT CURB 2 REMOVE ASPHALT PAVEMENT GRA 16+08.41, 59.50' LT GRA 17+84.01, 59.50' LT a 2951 FENCE 2 REMOVE CEMENT CONCRETE PAVEMENT H26otE 2 FENCE �W 1 TRANSMISSION POLE Ea 2 CURB ' ' ` .JJ.. za5 •, U ® REMOVE CEMENT CONCRETE SIDEWALK " 2 CURB & GUTTER .. • • — • • — " _ _ _ • •"� _ ' -,,:} 1—. 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SITE PREPARATION PLAN 1C4.06 GRA 14+00 TO GRA 19+00 sHEETNO OF 98 XXXX R-421498 N FENCE .n2 CURB LT LD 3 Cum O 2 / s s / W a LLJ W54 2055 I 00 O - — 20+0 NOTES 1. SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. SITE PREP NOTES OPRESERVE AND PROTECT FEATURE AS NOTED QREMOVE FEATURE AS NOTED 0PRESERVE AND PROTECT EXISTING TREE 4O REMOVAL OF FEATURE BY OTHERS (METRO) OREMOVE OR RELOCATE FEATURE AS NOTED BASED ON PROPERTY OWNER NEGOTIATIONS 2 CURB & GUTTER GRA 20+05.12, 67.00' LT 2 FENCE 2 CURB GRA 21+98.77, 59.50' LT 2 CU 192305-9070 SITE PREP LEGEND sys GRA 22+17.05, 62.91' LT syF"t'a GRA 20+05.10, 59.50' LT GRA 22+81.85, 63.00' LT REMOVE ASPHALT PAVEMENT SIGfg a o]y GRA 22+81.86, 58.29' LT 2 LANE LI 5 p ys ze o sr we 192305- 70 REMOVE CEMENT CONCRETE PAVEMENT o aq ?2: ]s• SP D 20fi6 ® 206] m ,q> _ , _ • , .. _ .. — • _ • , , _ . 2afie O REMOVE CEMENT CONCRETE SIDEWALK U CLEARING AND GRUBBING •t.. 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RAM P. ENG RAPIDRIDE I LINE NOVEMBER 2021 WUWNKing Cour>tty c. wacoxCHECKED: PRmECTND: DRAWING NoMETRO RENT N E ONPit s. roRMra E00588E18 SITE PREPARATION PLAN 1C4.07 No. R-,WK N BY APPD DATE `"E`Rm: `DNTRADTxo. GRA 19+00 TO GRA 24+00 sNEETND: or METRO PROJECT ENGINEER CXXXXXXXX 99 XXXX R-421499 N 2 x P a s � o �m8 `o E� U7 4A oR� 1;o aZ., E 0 0 0 v 4 TAL-B 10+32,23, 75.76' LT x 6 3.0' �P P etc F—mlap O TAL-B 10+31.78, 34.50' LT 0 10+00 25+27 TR TRAFFCISLANDS 2a GRA 24+70.27 91.12' LT GRA 25+04.54, 27.53' RT GHA 24+63.59, 91.UUL I N GRA 24+80.16, 77.97' LT w } GRA 24+57.23, 71.72' LT 7� GRA24+80.08. 31.38' LT I TAL-B 10+70.21, 55.50' LT AL-B 10+45.45, 76.19' LT 3 5R a e TAL-B 10+97.42, r 61.34' LT o I I �-µ-H-./l ll-Ndl-.H. dl-H-iF-Mdl.N-1F�N-IL H�iI-iF-ILIHFN-./l ll-IHI-.H dl it-lF-H dl 2 LANE MARKING LANE LINEO2 --� 11+00 TALBOT RD S (TAL-B-LINE) ljj LK 2 a��6. • • •' . 1 ;1 I GRA 24+54.82, 22.77' LT o RA 24+41.52, 60.75' LT '•' • 1 2075 �•� ' 1 I } i h _Z QiANE LINE 2 J 2069 1 0 1 ♦�r. MATCH LINE GRA 24+00 - SEE SHEET 1 C4.07 No 60% SUBMITTAL R-,WK N BY I APPD I DATE .fFi/-9 //-H--N--H-II TAL-B 10+47.44, 23.12' RT LANE LINE V -N-H /I.H-N-N-II.N-H-N-II IHFiI-.11.lF-H il-H dl-H N-H./I -N-IHh II.H-Nth.11.N-H-H-II IF.H-Ih-ll.lhH-H-N dl it-fF.N TAL-B 10+47.31. 35.12' RT Jacobs LJ aRT\ 32 CURB TAL-S 11+7125 CURB & GUTTER O TAL-B 11+21.07, 75.79 RT METRO PROJECT ENGINEER NOTES 1. SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. SITE PREP NOTES OPRESERVE AND PROTECT FEATURE AS NOTED QREMOVE FEATURE AS NOTED (D PRESERVE AND PROTECT EXISTING TREE 4O REMOVAL OF FEATURE BY OTHERS (METRO) 3 Q REMOVE OR RELOCATE FEATURE AS NOTED BASED ON 270 3 3 TAL-B 13+96.22, 68.24' LT PROPERTY OWNER NEGOTIATIONS 2139 21M TAL-B 13+67.42, 68.50' LT i' 3 TAL-B 13+58.02, 71.54' LTA . 2137 SITE PREP LEGEND 915460 I ml\� -0OlO o B' � REMOVE ASPHALT PAVEMENT CURB & GUTTER:* REMOVE CEMENT CONCRETE PAVEMENT �7; CURB 2 O REMOVE CEMENT CONCRETE SIDEWALK U �'•. CLEARING AND GRUBBING r TRAFFIC ISLANDS 2 - - I W — — SAW, FULL DEPTH 2 LANE MARKING -0r-rin-y_y_ .//. REMOVAL ITEM -rr nu-y.yFN r H co ---- RIGHT-OF-WAY(EXISTING) / LANE MARKING RIGHT-OF-WAY (PROPOSED) 2 14 O TAL-B 12+64.29, 25.33' RT 0 — • • — TEMPORARY CONSTRUCTION EASEMENT TAL-B 12+48.79, 49.56' RT X REMOVE TREE m 398 � � _ 209fi 3 246 2+12.35, 48.10' RT /1 TAL-B 13+91.08, 59.14' 192305.9023 AUN EW568E18 caxm 70 CX%%%RRXX L9 King County METRO TREE PROTECTION ZONE (TPZ) J f` OTREE PROTECTION FENCE Z ao39 TREE TAG IDENTIFICATION NUMBER h 0' 20' 40' SCALE: 1"=20' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SITE PREPARATION PLAN GRA 24+00 TO TAL-B 14+00 NOVEMBER 2021 N C4.08 o OF 100 XXXX R-4214100 N NOTES 1. SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. SITE PREP NOTES OPRESERVE AND PROTECT FEATURE AS NOTED QREMOVE FEATURE AS NOTED OO PRESERVE AND PROTECT EXISTING TREE (D REMOVAL OF FEATURE BY OTHERS (METRO) OREMOVE OR RELOCATE FEATURE AS NOTED BASED ON PROPERTY OWNER NEGOTIATIONS ORELOCATE FEATURE BY OTHERS (METRO) SITE PREP LEGEND REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK O CLEARING AND GRUBBING d- SAW, FULL DEPTH iJ // // // H REMOVAL ITEM tJ � ---- RIGHT-OF-WAY (EXISTING) J RIGHT-OF-WAY (PROPOSED) TEMPORARY CONSTRUCTION EASEMENT X REMOVETREE / `1 TREE PROTECTION ZONE(TPZ) OTREE PROTECTION FENCE aooD TREE TAG IDENTIFICATION NUMBER 0' 20• 40' SCALE: 1"=20' o "` METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL Jacobs DA. RAM P. ENG RAPIDRIDE I LINE NOVEMBER 2021 C WILKing County c. wacoxCHECKED: PRwECTND: DRAWING NoMETRO RENT N E ONPit SHECKEDN CONTRACTN SITE PREPARATION PLAN 1C4.09 no. R-,WK N BY AFRO DATE CHECKED cDNTRAXXX TAL-B 14+00 TO TAL-B 18+50 SHSETND: or METRO PROJECT ENGINEER CX%%%%%XX 101 XXXX R-4214101 N I I 202305-9008 =0 d H W W 2 !n W _ W N 19+00 TALBOT RD S p (TAL-B-LINE) L00 21M 2107 2108 m I -% y W .. �•'•::i.^.' :.•:::::: >:::{'::'tiffs :::: . Z ::;:;3; � :,. ;\.:...; v .::::: r::: r: ,,., '°sir;. �•..' /�:.; :. lee ll / i 1/ ellell JZn]Lwc 60% SUBMITTAL R—, elK N 0 s I T V a \ 0 Q ��DO ❑ 0 g � g LANE LINE( /[ r-\, 2 RB TAL-E 2 TRAFFIC ISLAND TAL-B 21+15.27, 20.57' RT 00 CROSSWALK Al — l H H. Y' ell 2111 0 3 3 \ \ / / / TAL-B 20+26.56, 58.20' RT \ / TAL-B 22 z1aB TAL-B 19+87.11, 58.20RT 2 CURB & GUTTER 2112 /2113 2114 13RR 3 1]R \ 2115 faR � 3 192305-9001 3 3 n TAL-B 22+37.07. 108.39' BY I APPD I DATE Jacobs METRO PROJECT ENGINEER 83.86' RT lee �rV�I AUD9 EW588E18 CoNm 770 CX%%RRRXX 0 NOTES 1. SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. SITE PREP NOTES OPRESERVE AND PROTECT FEATURE AS NOTED O2 REMOVE FEATURE AS NOTED OPRESERVE AND PROTECT EXISTING TREE \ 4O REMOVAL OF FEATURE BY OTHERS (METRO) OREMOVE OR RELOCATE FEATURE AS NOTED BASED ON PROPERTY OWNER NEGOTIATIONS SITE PREP LEGEND REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING SAW, FULL DEPTH H - REMOVAL ITEM ---- RIGHT-OF-WAY(EXISTING) RIGHT-OF-WAY (PROPOSED) .. — TEMPORARY CONSTRUCTION EASEMENT X REMOVETREE f _ TREE PROTECTION ZONE (TPZ) / mz 0 lJ qO TREE PROTECTION FENCE per a000 TREE TAG IDENTIFICATION NUMBER 115.56' RT 23+00 uj �-73' 5.8' 0 0 O O r z W ryo cn L9 King County METRO 0' 20' 40' SCALE: 1"=20' METRO TRANSIT CAPITAL DIVISION DAM RAPIDRIDE I LINE NOVEMBER 2021 RENTON SEGMENT DMWINGNO. SITE PREPARATION PLAN NC4.10 TAL-B 18+50 TO TAL-B 23+50 102 XXXX R-4214102 N z x 33+00 aKG I I I I E7 I QR / El 4ij \ 2143 23R 2141 \\ 21U \ 7899 \ p d2 \� p \ � � 22R 24R \ 19N 000 cl 722200.0010 I \\ I Im / �-T BARRIER 1 3' 3 I DO TAL-B 37+01.99, 43.45' LT3 z /� W / o •�':' /TAL-B 37+20.48, 43.35' LT IQ OO , / o TAL-B 37+00.42, 30.44' LT TAL-B 37+20.42, 30.31' LT — 0 / ® © 34+00 0 35+00 BENSON DR S (SR 515)- 36+00 1 CURB&GUTTER o O o (TAL-B-LINE) �O 1 C 0 — TAL-B 35+06.46, 37.04' RT — O TAL-B 34+86.48, 37.96 RT _ ❑ — O O T m rl 60% SUBMITTAL No I R=_msoN BY I AFRO I DATE TFE— m0 m TAL-B 35+04.30. 44.65' RT Jacobs _ 722200-0245 I I I I I I \ \ I I I II I , A. VILLAR P. ENG D24WN, C. WILCOXCHECKE L9 King County it °� S. FOR S.ECKED EN 566EI8: E00588E18CHECKED: METRO LIXITMCTNJ'. METRO PROJECT ENGINEER CXXXXXXXX NOTES 1. SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. SITE PREP NOTES OPRESERVE AND PROTECT FEATURE AS NOTED QREMOVE FEATURE AS NOTED 0PRESERVE AND PROTECT EXISTING TREE 4O REMOVAL OF FEATURE BY OTHERS (METRO) OREMOVE OR RELOCATE FEATURE AS NOTED BASED ON PROPERTY OWNER NEGOTIATIONS SITE PREP LEGEND REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING SAW, FULL DEPTH //-//-//-H- REMOVAL ITEM ---- RIGHT-OF-WAY(EXISTING) RIGHT-OF-WAY (PROPOSED) IIIIIIIII .. — TEMPORARY CONSTRUCTION EASEMENT X REMOVETREE I `\ TREE PROTECTION ZONE(TPZ) OTREE PROTECTION FENCE ao99 TREE TAG IDENTIFICATION NUMBER 0' 20' 40' SCALE: 1"=20' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SITE PREPARATION PLAN TAL-B 33+00 TO TAL-B 38+00 NOVEMBER 2021 DMWING NO 1 C4.11 SHEEIN10 OF 03 XXXX R-4214103 N u cP Till 0 0 i, d) o I\ I \ I \ 10p 922g2� �� TAL-21 25+42.09, 42.3T LT \ I TAL-21 25+34.97, 38.70' LT r e OCUjjt� & UTT R 2 mo TAL-21 25+49.85, 9.8611 LT S TALBOT RD S CROSSWALK 2 ?e+nn 2_ DO- 1WHl : 131 D \ � avm3nlaD \ l3ntla9 \ °tld CROSSWALK 2 \ 31aaoHoo p1p3 \ CURB & GUTTER / / 9D 9p�3 3 3p23p5 MR \ I TAL-21 25+58.57, 44.01' LT TAL-21 25+86.54, 33.82' LT I TAL-21 26+04.62, 36.65' LT — 4 _ TAL-21 26+15.74, 36.79' LT t:.' - --t—tea— ----- erpal O mapill m R 2g 00 m TAL-21 26+10.72, 17.83' LT { 26+00 27+00 28+000 �29.99, 18.34' RT - - - - -+-� I TAL-21 28+34.89, 18.8T RT TAL-21 25+86.88, 8.40' RT TAL-21 27+76.11. 20.36' RT `? - L1 -\TAL-21 25+86.32, 30.00' RT NCE 3� c\1N0 TAL-21 25+70.62, 30.00' RT TAL-21 25+76.67. 42.32' RT TAL-21 25+55.44, 4B 8 Dq /cp �A / O Lp CURB &IGUTTER 2p �a3 I ayh1ppAp II II II II II NOTES 1. SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. SITE PREP NOTES OPRESERVE AND PROTECT FEATURE AS NOTED QREMOVE FEATURE AS NOTED 0PRESERVE AND PROTECT EXISTING TREE 4O REMOVAL OF FEATURE BY OTHERS (METRO) OREMOVE OR RELOCATE FEATURE AS NOTED BASED ON PROPERTY OWNER NEGOTIATIONS SITE PREP LEGEND REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING SAW, FULL DEPTH H - REMOVAL ITEM ---- RIGHT-OF-WAY(EXISTING) RIGHT-OF-WAY (PROPOSED) TEMPORARY CONSTRUCTION EASEMENT X REMOVETREE / `\ TREE PROTECTION ZONE(TPZ) OTREE PROTECTION FENCE ao66 TREE TAG IDENTIFICATION NUMBER 0' 20' 40' SCALE: 1"=20' o METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL Jacobs A. VILPR P. ENG RAPIDRIDE I LINE NOVEMBER 2021 ._p``�,King County C. WILCOXCHECKED. HROIECTNO, RENTON SEGMENT DRAWING NOit S. FORMAN EW566E18 METRO SITE PREPARATION PLAN 1C4.12 R-,WK rtA BY AFRO DATE CHECKED. CONTRACTNJ. TAL-21 24+00 TO TAL-21 29+00 SHEETNOof METRO PROJECT ENGINEER CX%RRRRCK 104 XXXX R-4214104 N z x 302305-9029 302305-9030 TAL-21 56+2: 3 29R i 0 I / 11�a ry co 1 O ry w CO a 1, 34.85' LT / TAL-21 56+45.11, 34.97' LT� 24.79' LT TAL-21 56+45.17, 25.05' LT o 4 _ _ CW ❑ TAL-21 56+40.20 19.94' LT TAL 21 56 28 20 19 88 LT 54+00 55+00 TALBOT RD S 0 56+00 1 CURB & GUTTER 57+00 -(TAL-21-LINE)I - - -I - - - TAL-z156+98.95,11.96' RT TAL-21 56+86.01, 16.14' RT ... T. ... , � I 302305-9115 302305-9114 � I ® � 60% SUBMITTAL No I R-,WK N I BY I APPD I DATE r ®TAL-21 56+81.02, 16.72' RT 91 2 IV Jacobs RE13 ../ .. _.._ —•-\ TAL-2 I , I I \ 2 CURB METRO PROJECT ENGINEER 948575-TRCT 0 0 - 8 58+00 7+41.36, 32.00' RT P. ENG L9 King County METRO PNaE6ENo E00588E18 NOTES 1. SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. SITE PREP NOTES OPRESERVE AND PROTECT FEATURE AS NOTED QREMOVE FEATURE AS NOTED 0PRESERVE AND PROTECT EXISTING TREE 4O REMOVAL OF FEATURE BY OTHERS (METRO) OREMOVE OR RELOCATE FEATURE AS NOTED BASED ON PROPERTY OWNER NEGOTIATIONS SITE PREP LEGEND REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING SAW, FULL DEPTH H - REMOVAL ITEM ---- RIGHT-OF-WAY(EXISTING) RIGHT-OF-WAY (PROPOSED) TEMPORARY CONSTRUCTION EASEMENT X REMOVETREE I `\ TREE PROTECTION ZONE(TPZ) OTREE PROTECTION FENCE ao9B TREE TAG IDENTIFICATION NUMBER Y \ 0' 20' 49 SCALE: 1"=20' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SITE PREPARATION PLAN TAL-21 54+00 TO TAL-21 59+00 NOVEMBER 2021 1 C4.13 INOOF 105 XXXX R-4214105 l 2 x 855860-0035 TAL-21 71+59.01, 4.98' L 71+00 TAL-21 71+75.5 �I �I TAL-21 72+5 855860-0040 302305-9040 72+00 60% SUBMITTAL R-,WK N I I 1 I II n II 72.05' LT TAL T I LN I BY I APPD I DATE 73+00 I II T 855860-0125 11.96, 55.39, LT TAL-21 TAL-21 34.64' LT / I 30.00' LT I ALBOT RD T (TAL-21 #NE) 855860-0130 855860-0135 MR 31R N(� I _ ( 75+00 I H & GUTTER /-� - - TAL-21 75+54.26, 12.54' RT i i -L 5 1 MAILBOX �=m7zm m7m���c��-c ® v a POL Cl TAL-21 73+73.00, 33.02' RT / r:. I o TAL-21 74+42.96, 33.03' RT / C TAL-21 74+53.65, 35.56' RT TAL-21 73+72.64, 49.30' RT 1 1 TAL-21 73+66.15, 49.16' RT \ 302305-9044 I TAL-21 73+59.15, 49.01' RT \\ I � H H I I M I U Jacobs METRO PROJECT ENGINEER TAL-21 75+27,89, 36.16' RT /I rQ TAL-21 75+35.02. 43.31RI ------ - TAL-21 75+. AUD9 EW566E18 CoNm 7Na CX%%%RRXX 52.90' RT NOTES 1. SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. SITE PREP NOTES OPRESERVE AND PROTECT FEATURE AS NOTED QREMOVE FEATURE AS NOTED 0PRESERVE AND PROTECT EXISTING TREE ' 4O REMOVAL OF FEATURE BY OTHERS (METRO) / 0 O REMOVE OR RELOCATE FEATURE AS NOTED BASED ON PROPERTY OWNER NEGOTIATIONS ISITE PREP LEGEND I REMOVE ASPHALT PAVEMENT IREMOVE CEMENT CONCRETE PAVEMENT I � REMOVE CEMENT CONCRETE SIDEWALK I = CLEARING AND GRUBBING 00 I c — — SAW, FULL DEPTH U) H - REMOVAL ITEM q \ ---- RIGHT-OF-WAY(EXISTING) ¢ RIGHT-OF-WAY(PROPOSED) TEMPORARY CONSTRUCTION EASEMENT 76+00 I X REMOVETREE I `\ TREE PROTECTION ZONE(TPZ) E1 OTREE PROTECTION FENCE o ao66 TREE TAG IDENTIFICATION NUMBER F- ar U 2 F— OD M I U) III L9 King County METRO 0' 20' 40' SCALE: 1"=20' METRO TRANSIT CAPITAL DIVISION DAM RAPIDRIDE I LINE NOVEMBER 2021 RENTON SEGMENT DMWINGNO. SITE PREPARATION PLAN NC4.14 TAL-21 71+00 TO TAL-21 76+00 106 XXXX R-4214106 N 31Z3p5"g1'''A 1g1680 p030 0, 680Ap10 \ 1 1 WALL 2 CURB &GUTTER TAL-21 88+79.28, 37.42' LT 3 3 3 3 \ 214E 2147 2149 �150 3 WALL 4 BUS SHELTER, AMENITIES, AND CURB PAINT 2148 2151 TAL-21 88+96.30, 30.00' LT TAL-21 88+08.28, 37.42' LT 2152 _ m ❑ o N •''�.•' �0 h 1 RRFB TALBOT RD S W 7AL-21 88+08.28, 21.92' LT o TAL-21 88+91.28, 21.92' LTO CROSS R W _ _ _ __ �+ _ 88+00 �+ TAL-21 89+31.28, 7.00' LT 90+00 (TAL-21-LINE) I -I I � l rAL-21 ee+87.28,ss8'L7 I- I TAIL 88+28.24, 22.04' RT >n TAL-21 88+87.27, 14.99' RT 17.8' TAL-21 89+31.28, 7.00' RT TAIL 88+23.24, 22.61' RT - �CROSSWALK BUS SHELTER, AMENITIES, AND CURB PAINT 3�� TAL-21 89+13.16, 39.99' RT RRFB 1 RAILING & WALL 2 60% SUBMITTAL vaCObS M.... A. VILLAR P. ENG oRAw1+: C. WILCOX CHECKED: RRWECTNO: it S. FORMPN E00588E18 CHECKED: CIX7PAc770 R—, WK N BY APPD DATE METRO PROJECT ENGINEER CXXXXXXXX I 17 agy161.0020 L9 King County METRO NOTES 1. SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. SITE PREP NOTES OPRESERVE AND PROTECT FEATURE AS NOTED QREMOVE FEATURE AS NOTED 0PRESERVE AND PROTECT EXISTING TREE 4O REMOVAL OF FEATURE BY OTHERS (METRO) OREMOVE OR RELOCATE FEATURE AS NOTED BASED ON PROPERTY OWNER NEGOTIATIONS SITE PREP LEGEND REMOVE ASPHALT PAVEMENT S REMOVE CEMENT CONCRETE PAVEMENT o N REMOVE CEMENT CONCRETE SIDEWALK M CLEARING AND GRUBBING SAW, FULL DEPTH H - REMOVAL ITEM ---- RIGHT-OF-WAY(EXISTING) 91+00 RIGHT-OF-WAY (PROPOSED) TEMPORARY CONSTRUCTION EASEMENT X REMOVETREE I `1 TREE PROTECTION ZONE(TPZ) OTREE PROTECTION FENCE aoOB TREE TAG IDENTIFICATION NUMBER 0' 20' 40' SCALE: 1"=20' METRO TRANSIT CAPITAL DIVISION DARE RAPIDRIDE I LINE NOVEMBER 2021 RENTON SEGMENT SITE PREPARATION PLAN TAL-21 86+00 TO TAL-21 91+00 1 C4.15 rND: OF 107 XXXX R-4214107 N NOTES 1. SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. SITE PREP NOTES OPRESERVE AND PROTECT FEATURE AS NOTED QREMOVE FEATURE AS NOTED 0PRESERVE AND PROTECT EXISTING TREE 4O REMOVAL OF FEATURE BY OTHERS (METRO) / O REMOVE OR RELOCATE FEATURE AS NOTED BASED ON / PROPERTY OWNER NEGOTIATIONS SITE PREP LEGEND 2p / REMOVE ASPHALT PAVEMENT 70, \ \ �3 5 \\ 2158 PJ� // REMOVE CEMENT CONCRETE PAVEMENT CAR 33+30.84, 37.63'LT / O' wQ� / REMOVE CEMENT CONCRETE SIDEWALK CAR 33+54.42, 37.62' LT CLEARING AND GRUBBING - \ SAW, FULL DEPTH \ , \ z° //- REMOVAL ITEM "' \ RIGHT-OF-WAY(EXISTING) CAR 33+36.37, 22.72' LT � — - - — \ 33s00 ` �— CAR 33+53.10, 22.72' LT � RIGHT-OF-WAY (PROPOSED) 1 CURB & GUTTER p p 34+00 SE CARS 6 00 — •• — TEMPORARY CONSTRUCTION EASEMENT CAR 33+64.21, 22.35' RT _ _ ® b 1 CURB & GUTTER (CAR -LINE) X REMOVETREE CAR 33+81.28, 22.43' RT .Q / 1 TREE PROTECTION ZONE(TPZ) oM'1 h _ w OTREE PROTECTION FENCE TREE TAG IDENTIFICATION NUMBER J-C CAR 3+82.47, 34.95' RT CAR 33+66.91, 34.85' RT °o - - - - — 1 ILI SS WALL- S9p LU B7 \ (n Q c co J I J W I I p I 22"'O I i5'9 p� I 9 40' NO SCALE: 1"=20' DESIGNED'. WPRMD DAM o METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL Jacobs DA. RAM P. ENG RAPIDRIDE I LINE NOVEMBER 2021 DROWNKing Cour>Ity C. WILCOXCHECKED: PROUECTND: DRAWING NOS. METRO RENT N E ONPit 4.16 CHECKMPN CONTRACTN SITE PREPARATION PLAN 1 OFN R-JWKN Br aPPG DATE `"E`Xm: ""`�"° CAR 32+00 TO CAR 36+50 SHFETND: DF METRO PROJECT ENGINEER CXXXXXXXX 108 XXXX R-4214108 N 2 a x o 1299 D O o _ � v 60% TO BE SUBMITTED AT A LATER DATE 322305.9040 0 —0 43+0� 0 ❑ 1 m 322305-9299 NOTES 1. SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. SITE PREP NOTES OPRESERVE AND PROTECT FEATURE AS NOTED QREMOVE FEATURE AS NOTED OS PRESERVE AND PROTECT EXISTING TREE 4O REMOVAL OF FEATURE BY OTHERS (METRO) OREMOVE OR RELOCATE FEATURE AS NOTED BASED ON PROPERTY OWNER NEGOTIATIONS SITE PREP LEGEND REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK 292305-9151 DO CLEARING AND GRUBBING U SAW, FULL DEPTH H - REMOVAL ITEM W V2 ---- RIGHT-OF-WAY(EXISTING) W RIGHT-OF-WAY(PROPOSED) V 46+00 v�LLI ® 47+00 N — .. — TEMPORARY CONSTRUCTION EASEMENT X REMOVETREE LO / `1 TREE PROTECTION ZONE(TPZ) --- --- o ® TREE PROTECTION FENCE cr O ®MWe U aooB TREE TAG IDENTIFICATION NUMBER LLI 2760 ® � J 00 0 5 76, / —J ®322305-9237 \ �- ®MWEz FS ®MWE( 0' 20' 49 SCALE: 1"=20' SE 11 00 o�a�000 o METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL Jacobs DA. RAM P. ENG RAPIDRIDE I LINE NOVEMBER 2021 ``�, King County C. WILCOX CHECKED: PRwECTNo: DRAWNG No. METRO RENTON SEGMENT it SHECKEDN CONTRACTN SITE PREPARATION PLAN 1C4.17 no. R-,WK N BY AFRO DATE CHECKED CDNTRACXX CAR 42+50 TO CAR 47+50 sxsETnO: or METRO PROJECT ENGINEER CX%%%%%XX 109 XXXX R-4214109 N f3 60% TO BE SUBMITTED AT A LATER DATE � \ \ 923p59158 MI � b . r a � � _ o W O LILA O _ 48+00 V)LLJ 0 LLJ UE) O � o 1 O Lit 21 -h tI °O O 0 o 0 C6o w 0 0 O - rc O O� V QC G ANSI ! 2 \T V a �l Ims1101 • _• :: III Q o O ° O I° 113 I Z923p5 g1g8 NOTES 1. SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. SITE PREP NOTES OPRESERVE AND PROTECT FEATURE AS NOTED QREMOVE FEATURE AS NOTED OPRESERVE AND PROTECT EXISTING TREE 4O REMOVAL OF FEATURE BY OTHERS (METRO) (D REMOVE OR RELOCATE FEATURE AS NOTED BASED ON PROPERTY OWNER NEGOTIATIONS SITE PREP LEGEND nv � REMOVE ASPHALT PAVEMENT Em— _ REMOVE CEMENT CONCRETE PAVEMENT � ° o$ ° oo 8 Oo Op0 O O "�' — ® REMOVE CEMENT CONCRETE SIDEWALK 0 2170 O° ° oo° O — po,CboB° v0 o�O zis6 ziss0�0 °O O° O7 CLEARING AND GRUBBING SAW, FULL DEPTH REMOVAL ITEM W 2 RIGHT-OF-WAY(EXISTING) — ---- /n ® W RIGHT-OF-WAY(PROPOSED) +00 51+00 LL) I T— 52+00 (n TEMPORARY CONSTRUCTION EASEMENT -(CAR LINEY _ �_ — ------lip MID I O X REMOVETREE + f `� TREE PROTECTION ZONE(TPZ) O mlcv N 67 n O - Ln O TREE PROTECTION FENCE 0 - Of © 36 35 D J9 U 000D TREE TAG IDENTIFICATION NUMBER 37 —Op 0000 ❑ � Z 0 0 0 O �— J OIII �� 2 o N M N 0' 20• 40' SCALE: 1"=20' o METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL Is DA. RAWN P. ENG RAPIDRIDE I LINE NOVEMBER 2021 ``�, King County C. WILCOX CHECKED: PRwEcrxo: DRPWING NO METRO RENTON SEGMENT it s.roRMAta E00588E18 SITE PREPARATION PLAN 1C4.18 R-,WKrtA BY APPD DATE CHECKED: CONTRACTND. CAR 47+50 TO CAR 52+50 3111: or METRO PROJECT ENGINEER CKOCCC CK 110 XXXX R-4214110 N 2 x 60% TO BE SUBMITTED AT A LATER DATE 1 � Y u O ry H W Uj rrII � ❑ e lJ �e �,C5 ab - O m ° o° b ❑ 0 m ® ❑ O o _ 0 0 0 0+00 0 BENSON DR o _ — ++0� _ (SR 515) 0 54+10 8 0 O + [� N 0 0 Z, a --- 000 a� 0 ° ❑ ❑ O 00 m g O 00 3 Pi ' °o °0 000O° 0 0 ° ❑ 000�0° s �Oo0)�8 4 ❑ ° ❑ ❑ oo Og o z w0 r 00 o s r I 0 0 BE p[ z r I I Q a I V ® W ❑ 1 I U) MATCH LINE CAR 52+50 —SEE SHEET 1 C4.18 NOTES 1. SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. SITE PREP NOTES OPRESERVE AND PROTECT FEATURE AS NOTED QREMOVE FEATURE AS NOTED 0PRESERVE AND PROTECT EXISTING TREE 4O REMOVAL OF FEATURE BY OTHERS (METRO) OREMOVE OR RELOCATE FEATURE AS NOTED BASED ON PROPERTY OWNER NEGOTIATIONS SITE PREP LEGEND REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT O 00 REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING �5/� C3+00 w _ 44 SAW, FULL DEPTH N REMOVAL ITEM W W (N ---- RIGHT-OF-WAY(EXISTING) I RIGHT-OF-WAY(PROPOSED) O ❑ d O — .. — TEMPORARY CONSTRUCTION EASEMENT ° O qt — _ _ X REMOVETREE Y 2 00 / `1 TREE PROTECTION ZONE(TPZ) O 322305-9063 O TREE PROTECTION FENCE W Z aooB TREE TAG IDENTIFICATION NUMBER ❑ J 0 a 60% SUBMITTAL �iaC.obs DRAM P. ENG rp L9 King County w % C. WILCOX CHECKED R PH 566EI8 METRO Np1 p.�a prgtyg4p0� S. FORMPN E00588E18 'TIpHAy$� CHECKED: CIXIiMCi NJ'. RSvlo'i0N BY APPD DATE METRO PROJECT ENGINEER CXXXXXXXX Y 0' 20• 40' SCALE: 1"=20' METRO TRANSIT CAPITAL DIVISION DAMS RAPIDRIDE I LINE NOVEMBER 2021 RENTON SEGMENT DRAWING NO. SITE PREPARATION PLAN NC4.19 CAR 52+50 TO 108TH 4+00 E 111 XXXX R-4214111 ID 5+00 _I _ _- 322305-9016 60% TO BE SUBMITTED AT A LATER DATE 6+00 U 0 0 0 Ieo ❑ s ®DE °0 0 ®® m0® O ® E ® _❑ o 108TH AVE SE (SR 515) +oo 4 1108TH-LINE) B+ ® 0 ❑ b Q ❑ V I 322305-9065 II NOTES 1. SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. SITE PREP NOTES OPRESERVE AND PROTECT FEATURE AS NOTED QREMOVE FEATURE AS NOTED OO PRESERVE AND PROTECT EXISTING TREE 4O REMOVAL OF FEATURE BY OTHERS (METRO) OREMOVE OR RELOCATE FEATURE AS NOTED BASED ON PROPERTY OWNER NEGOTIATIONS SITE PREP LEGEND REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING — SAW, FULL DEPTH H - REMOVAL ITEM ---- RIGHT-OF-WAY(EXISTING) RIGHT-OF-WAY (PROPOSED) TEMPORARY CONSTRUCTION EASEMENT X REMOVETREE / `1 TREE PROTECTION ZONE(TPZ) OTREE PROTECTION FENCE aooB TREE TAG IDENTIFICATION NUMBER 0' 20• 40' SCALE: 1"=20' o METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL Is DA. RAM P. ENG RAPIDRIDE I LINE NOVEMBER 2021 DR,WN King County c. wacoxCHECKED: PNwECTNO: DBAWNG NoMETRO RENT N E ONPit s.roRMAta E00588E18 SITE PREPARATION PLAN 1C4.20 R-,WK N BY AFRO DATE CHECKED: CONTRAC w 108TH 4+00 TO 108TH 9+00 sxsETno: or METRO PROJECT ENGINEER CXXXXXXXX 112 XXXX R-4214112 z x - o 3 � �m8 oE� 4A o2p 1;o µOW pw > o i m ,a, I � �0 �000 � O 60% SUBMITTAL R-,WK N BY I AFRO I DATE 60% TO BE SUBMITTED AT A LATER DATE Jacobs 515) 16+00 322305-9361 A. VILLPR DRAM: T� b m c. WILCOX CHECKED: Np N �'�a Olaies' G S. FORM CHECKED slOpAyg� : METRO PROJECT ENGINEER NOTES 1. SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. SITE PREP NOTES OPRESERVE AND PROTECT FEATURE AS NOTED OREMOVE FEATURE AS NOTED OPRESERVE AND PROTECT EXISTING TREE O REMOVAL OF FEATURE BY OTHERS (METRO) I OREMOVE OR RELOCATE FEATURE AS NOTED BASED ON PROPERTY OWNER NEGOTIATIONS I SITE PREP LEGEND 074050-0005 I REMOVE ASPHALT PAVEMENT I REMOVE CEMENT CONCRETE PAVEMENT c REMOVE CEMENT CONCRETE SIDEWALK o� H En CLEARING AND GRUBBING / 00 SAW, FULL DEPTH LU (n////////- REMOVAL ITEM O® ---- RIGHT-OF-WAY(EXISTING) RIGHT-OF-WAY (PROPOSED) TEMPORARY CONSTRUCTION EASEMENT - + X REMOVETREE / `1 TREE PROTECTION ZONE(TPZ) OTREE PROTECTION FENCE aooB TREE TAG IDENTIFICATION NUMBER AgNe L9 King County METRO HRaE6EHO E00588E18 LIXIiFACi NJ'. CXXXXXXXX T 0' 20' 40' SCALE: 1"=20' METRO TRANSIT CAPITAL DIVISION DARE RAPIDRIDE I LINE NOVEMBER 2021 RENTON SEGMENT DRAWING NO SITE PREPARATION PLAN NC4.21 108TH 13+00 TO 108TH 18+00 E 113 XXXX R-4214113 28+00 t - FA 3 r ALL EXISTING TREES IN THIS AREA TO BE PRESERVED AND PROTECTED 2459 322305-9082A 2455 2188 2181 2186 / 2a3d 2456 4109FEE) 108TH 30+75.59, 40.00' LT 7 2457 2451��/2453 / / aL� \\\185- 21]4 ao.00' LT 911710-0160 �� �C-0 � �vv—S� - .i+...r.•1•.'- � v by "7���. p' I c \. 108TH 29+61.11, 30.00' LT 108TH 30+21.10,.02' 45LT CURB & GUTTER 2 —108TH 30+32.52, 41.03' LT 1 108TH AVE SE (SR 515) 108TH 29+66.11, 29.48' LT LANE LINE 2 08TH 30+82.8° (108TH-LINT — — — — — — — — 108TH 30+53.85, 29.54' RT 108TH 30+48.85, 30.03' RT — 108TH 30+48.85, 38.04' R7 108TH 30+86.08 fi o ON n N vv _ � I I � ya • 2 \ � 00 zne m L1J 3 3 2176 / � zn5 3 I FENCE I6R BUS STOP & AMENITIES NOTES 1. SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES. SITE PREP NOTES OPRESERVE AND PROTECT FEATURE AS NOTED O2 REMOVE FEATURE AS NOTED 0PRESERVE AND PROTECT EXISTING TREE 4O REMOVAL OF FEATURE BY OTHERS (METRO) OREMOVE OR RELOCATE FEATURE AS NOTED BASED ON PROPERTY OWNER NEGOTIATIONS SITE PREP LEGEND REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING SAW, FULL DEPTH H - REMOVAL ITEM ---- RIGHT-OF-WAY(EXISTING) 29.57' LT RIGHT-OF-WAY (PROPOSED) + — t — — — .. — TEMPORARY CONSTRUCTION EASEMENT — — 2 CURB & GUTTER X REMOVE TREE 2 ENOE— 108TH 32+08.71,26.54'RT " WOW RT 1 POLE TREE PROTECTION ZONE (TPZ) _i OTREE PROTECTION FENCE '. ao6B TREE TAG IDENTIFICATION NUMBER 3223 1087H 31+46.22, 46.0. RT 108TH 32+09.71, 58.35' RT 45R 108TH 31+11.73, 46.04' RT J 108TH 32+04.71, 58.51' RT 3 POLE 1 Q 108TH 31+91.23, 91.48' RT 3 _ 108TH 31+93.05, 59.51' RT 2 LR7R� 43R 108TH 31+01.65, 66.73' RT 8 3 108TH 30+90.25, 65.85' RT FENCE 1 FENCE & GATE O I = I � I 00 LU U 108TH 32+0. 137.99' RT 60% SUBMITTAL Jacobs qpg� ANILUR P. ENG p.�a�pN48pi81�g 4ctp0� cWUwWILCOXNc: ox ,L9 King County CHECKED PHOJ8 S. FORN E00566EIMETRO R-, WK a BY APPD DATE 'TAONAL> CHECKED CONCu p. METRO PROJECT ENGINEER CXKXOXXX 0' 20' 40' SCALE: 1"=20' METRO TRANSIT CAPITAL DIVISION DAM A RAPIDRIDE I LINE NOVEMBER 2021 RENTON SEGMENT DMWNO NO SITE PREPARATION PLAN NC4.22 108TH 28+00 TO 108TH 33+00 114 XXXX R-4214114 POLE 1 � 322305-9035 108TH 54+41.50, 43.93' LT I CURB 8 GUTTER 2 BOLLAR/D-� 1 Fe BUS SHELTER, AMENITIES, AND CURB PAINT' BUSINESS SIGN1 i /� 108TH 53+33.59, 29.43' LT / I 0 0 + +54+UU o (108TH-LINE) z o GO 0 662340-0101 60% SUBMITTAL No I R-, WK N 0 BY I APPD I DATE 6623401107 Jacobs LL1 Cn 4( �00000000� g O R ES 108TH 54+65.44, 26.43' LT o 0 55+00 O — O O 8 Re o O � o 4�-�w \ 1 I I 1 I I I L SEE VOLUME 2 FOR CITY OF KENT IMPROVEMENTS AUN S. FORMPN I EW566E18 CHECKED: UONTWTK METRO PROJECT ENGINEER CX%RRRRRX d L9 King County METRO 662340-01 57+00 C NOTES 1. SEE SHEET iC4.00 FOR SITE PREPARATION GENERAL NOTES. SITE PREP NOTES iO PRESERVE AND PROTECT FEATURE AS NOTED QREMOVE FEATURE AS NOTED 0PRESERVE AND PROTECT EXISTING TREE GREMOVAL OF FEATURE BY OTHERS (METRO) (D REMOVE OR RELOCATE FEATURE AS NOTED BASED ON PROPERTY OWNER NEGOTIATIONS SITE PREP LEGEND REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING — SAW, FULL DEPTH H -H -// H - REMOVAL ITEM ---- RIGHT-OF-WAY(EXISTING) RIGHT-OF-WAY (PROPOSED) — •• — TEMPORARY CONSTRUCTION EASEMENT X REMOVETREE I `1 TREE PROTECTION ZONE (TPZ) OTREE PROTECTION FENCE o6DD TREE TAG IDENTIFICATION NUMBER 0' 20' 40' SCALE: 1"=20' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SITE PREPARATION PLAN 108TH 52+00 TO 108TH 57+00 NOVEMBER 2021 N C4.23 o OF 115 XXXX R-4214115 R-4214116 wA I I i ' 1 0I �l ar 1 I m h W I I I I � ❑ 1 0 w 0 1 �II 4 ❑ I I — 757.02 787.07 LU — z � o z ' ❑' O LLJ I m I o o w w CID I ° QD CID LID Ej ❑ Q Z I o ml H ° I UD I I UD o Z ❑ O I d 01 A LLJ I® ® � I ❑ 5 0l 0 EX ROW `° ❑ I L _ © ®❑ ❑ d 10+00 o 11+00 12+00 ' 13+00 ' LOGAN AVE S 14+00 a o - - - — i . (LOG -LINE) o d I B rc ❑ ZEX ROW / Zz o o I� CD o CD / M M x I I o n I I o 0 0 rc o MATCH LINE 2ND 11+00 - SEE SHEET 1C2.02 0 U � 5 m % s � V K E 60% SUBMITTAL 7 DESIGNED WFRD�D M y Jacobs da'�>�pp ort4�� P. EKG U 's� o Q r L9 King County c w Q < % C. WILCOX _w S.FORCHECKED PHDE6END METRO x y p�'PBp a S. FORMPN E00588E18 LL w mS�GNAL G CHECKED: CIXIiMC7N0'. 'gyp ww No. R- IS 0 N BY APPD DATE u METRO PROJECT ENGINEER NOTES 1. SEE SHEET IC2.00 FOR PAVING GENERAL NOTES. (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 5 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 (7 DOWELED CURB PER METRO STD DETAIL D109 (RAISED BIKE LANE AT STATION, SEE DETAIL A/iC5.01 (CEMENT CONCRETE BUS PAD (10" PCCP CLASS C-1 OVER 6" CSBC) PER METRO STD DETAIL 2/D108A O10 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 ,2 WOOD FENCE ,3 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02 014 ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL.1/2IN. PG S8H22 OVER 4-IN CSBC. SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. RELOCATE 15 EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH RECEPTACLE. G16 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 105.02. PAVING LEGEND U HMA FULL DEPTH CEMENT CONCRETE CEMENT CONCRETE CROSSWALK DOWNTOWN CEMENT CONCRETE SIDEWALK LANDSCAPING I LINE STATION AREA RETAINING WALL PEDESTRIAN HANDRAIL —K— FENCE RIGHT OF WAY (PROPOSED) — FOUNDATION 0' 20' 40' SCALE: 1" = 20' METRO TRANSIT CAPITAL DIVISION DATE RAPIDRIDE I LINE NOVEMBER 2021 RENTON SEGMENT DRAWING NO PAVING PLAN 1C2.01 2ND 11+00 TO LOG 14+50 SHEET"DOF 117 XXXX R-4214117 F, i 0 0 a V R 1R ■o W. n VI f 2 U 000720-0060 n* 172610-0000 — — / EX ROW ;S;DD - _ S 2ND ST 14+00 10+00 13+00 (2ND-LINE) 0 0 o d 1 T4fEo 4,,..A Al EA E41 oT MOR 10+43.58, 0,00' 1 ..nD 4A..o ED A oo, IT Tn U Q Z (n 1 Of Of O I � � 0 MOR 10+48.36. 41.41' LT o'U I r --- 4 EX ROW 1 I 784180-0005 10.1' 0z MOR 10+99.05, 0.00' 106.07 784180-0015 MOR 10+99.04,19.92' LT I BEGIN MATCH LINE MOR 11+30 - SEE SHEET 1C2.04 I —I-- 12+00 NOTES 1. SEE SHEET IC2.00 FOR PAVING GENERAL NOTES. neTnur unTro OCEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 OCEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 OPRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64-03 OCEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102 OCEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS 5 NOTED) PER CITY OF RENTON STD PLANS 104,104.2,104.4, AND 104.5 OCEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE TYPE AS NOTED PER CITY OF RENTON STD PLANS 104.1 AND 104.3 ODOWELED CURB PER METRO STD DETAIL D109 ORAISED BIKE LANE AT STATION, SEE DETAIL A1105.O1 _ OCEMENT CONCRETE BUS PAD (10" PCCP CLASS C-1 OVER 6" CSBC) PER 000720-0060 O METRO STD DETAIL21D108A N U 10 CEMENT CONCRETE CROSSWALK (10" ACP CLASS B OVER 6" CSBC) PER CIVIL DETAIL ON SHEET 1.C5.02 W 11 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-03 2 WOOD FENCE LL.I 13 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02 LLJ l/7 ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1121N. PG 14 58H22 OVER 4-IN CSBC. — 00 SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. RELOCATE 784180-0025 11 + 15 EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH RECEPTACLE. 16 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 105.02. Z N w PAVING LEGEND Z J I O HMA FULL DEPTH 2 CEMENT CONCRETE 5 Q CEMENT CONCRETE CROSSWALK DOWNTOWN CEMENT CONCRETE SIDEWALK LANDSCAPING I LINE STATION AREA RETAINING WALL PEDESTRIAN HANDRAIL —11— FENCE RIGHT OF WAY (PROPOSED) N — FOUNDATION 0' 20' 40' SCALE: 1" = 20' o METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL Jacobs AVILUR P. EKG RAPIDRIDE I LINE NOVEMBER 2021 C AM WILKing County C. WILCOXCHECKED: PRwECTND: DRAWING NDMETRO RENT N E ANit s. roRMra E00588E18 PAVING PLAN 1C2.02 No RPd61<:N BY APPD DATE `"E`Xm: `DNTRADTxo. 2 N D 16+00 TO 2ND 11+00 sNEETND: OF METRO PROJECT ENGINEER CXXXXXXXX 118 XXXX R-4214118 F, i NOTES 1. SEE SHEET IC2.00 FOR PAVING GENERAL NOTES. OCEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 O2 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 OPRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64-03 OCEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102 OCEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS 5 NOTED) PER CITY OF RENTON STD PLANS 104,104.2,104.4, AND 104.5 OCEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE TYPE AS NOTED PER CITY OF RENTON STD PLANS 104.1 AND 104.3 ODOWELED CURB PER METRO STD DETAIL D109 N ORAISED BIKE LANE AT STATION, SEE DETAIL AIIC5.O1 O N OCEMENT CONCRETE BUS PAD (10" PCCP CLASS C-1 OVER 6" CSBC) PER U METRO STD DETAIL 21D108A 106.03 F 10 CEMENT CONCRETE CROSSWALK (10" ACP CLASS B OVER 6" CSBC) \ W PER CIVIL DETAIL ON SHEET 1.C5.02 EX ROW W _ 3- 11 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-03 JB JB❑ Lil 1 2ND 20+01,45, 23.29' RT L�J 12 WOOD FENCE LI BEG 11 2ND 20+01.36, 20.35' RTIN 2ND 19+68.38, 23.80' RT N 13 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02 21+00 Imo— 2ND 19+68.39, 20. 2NRT S 2ND ST ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 112IN. PG — — —20 00 14 58H22 OVER 4-IN CSBC. O 1 2ND19+81.79,44.86'LT 1 18+00 (2ND-LINE) 18+00 1 17+00 1 16 + 1 JB❑ 2ND 19+81.63, 49.86' LT o I I Lp SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. RELOCATE 1 0 O O O O JB❑ O 15 EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH _ 2ND 20+55.31, 46.64'LT END J ,z JET] Q RECEPTACLE. _ \ 2ND 20+55.45, 49.59'LT JB Z 1 OCEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON BEGIN 1 1 2ND 16+65.03, 42.01' LT N i6 _ 1 10 i 2ND 17+47.26, 42.02' LT 1 1 10 SHEET iC5.02. 1 2ND 16+65.03, 49.01' LT LJ \ 1 2ND 17+47.18, 48.99 LT END 1 J PAVING LEGEND JB❑ JB❑ JB❑ 1 0 ®® 1 0 1 U O HMA FULL DEPTH o I I Q 4 I � - - 4 P CEMENT CONCRETE EX ROW CEMENT CONCRETE CROSSWALK 1 14 4 i� 784180-0085 1 4 I DOWNTOWN CEMENT CONCRETE SIDEWALK U) O '.. LLI LANDSCAPING �_ > 9'9 I 2ND 20+37.61, 96.11' LT 2ND 19+97.25, 98.48' LT \ 1II LINE STATION AREA 1 \ j BEGIN 1 - I- - - - J RETAINING WALL 1 2ND 17+28.92,103.18' LT 2ND 16+92.89, 105.15' LT TEND BEGIN 1 PEDESTRIAN HANDRAIL —K— FENCE RIGHT OF WAY (PROPOSED) N — FOUNDATION 0' 20' 40' SCALE: 1" = 20' DESIGNED. WPRMD DATE o METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL ON AVm P. EKG "PIDRIDE I LINE NOVEMBER 2021 e ``�, King County C. WILCOX CHECKED: RRDJECTxo: DRAWING No. METRO RENTON SEGMENT SHECKEDN CONRRE18PAVING PLAN 1C2.03 no. R-,WK N BY AFRO DATE `"E`Xm: `DxTRADTxD. 2ND 21+00 TO 2ND 16+00 sxB:Txo: or METRO PROJECT ENGINEER CXXXXXXXX 119 XXXX R-4214119 F, i 0 4 0 4 N O N U Ld W 2 (N W W (n EC 0 m W Z J 2 U Q No 0/ � / I / I / I I / I / I I 60% SUBMITTAL ON R-,WK N BY I AFRO I DATE U CD n NOTES 1. SEE SHEET IC2.00 FOR PAVING GENERAL NOTES. OCEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 O2 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 0PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64-03 783980-00 OCEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102 OCEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS 5 NOTED) PER CITY OF RENTON STD PLANS 104,104.2,104.4, AND 104.5 - OCEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE TYPE AS NOTED PER CITY OF RENTON STD PLANS 104.1 AND 104.3 DOWELED CURB PER METRO STD DETAIL D109 79 + 0 '+"' I 08 RAISED BIKE LANE AT STATION, SEE DETAIL A/iC5.01 I W � n CEMENT CONCRETE BUS PAD (10" PCCP CLASS C-1 OVER 6" CSBC) PER 9 0 Z METRO STD DETAIL 2JD108A M w I CONCRETE CROSSWALK (10" ACP CLASS B OVER 6" CSBC) (n M OCEMENT 10 PER CIVIL DETAIL ON SHEET 1.C5.02 11 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-03 12 WOOD FENCE I L _ 13 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02 I ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1121N. PG 14 SBH22 OVER 4-IN CSBC. 15+56 SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. RELOCATE 15 EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH RECEPTACLE. 0 v CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON 16 SHEET 105.02. PAVING LEGEND OHMA FULL DEPTH CEMENT CONCRETE 78401 CEMENT CONCRETE CROSSWALK I I DOWNTOWN CEMENT CONCRETE SIDEWALK LANDSCAPING I LINE STATION AREA RETAINING WALL o I r' 7840, PEDESTRIAN HANDRAIL I —11— FENCE I RIGHT OF WAY (PROPOSED) — FOUNDATION 0' 20' 40' SCALE: 1" = 20' P. ENG L9 King County METRO PHaE6ENo E00588E18 METRO PROJECT ENGINEER ICXXX%RRXX METRO TRANSIT CAPITAL DIVISION "' RAPIDRIDE I LINE NOVEMBER 2021 RENTON SEGMENT DMWINGNO PAVING PLAN 1C2.04 MOR 11+30 TO MOR 15+56 SHEET"°OF 120 XXXX R-4214120 F, i 0 z 0 3 x arE V� LAK 16+75.44,13.75' LT Q`� LAK 16+75.89, 17.82' LT 7 C6.04 LAK 17+36.89,14.37' LT / �v' p.,�� BEGIN 2' GUTTER TRANSITION LAK 16+76.05, 19.29' LT 1 BEGIN ,1x0° LAK 16+77.93,18.07' LT � � �N END 2'GUTTER TRANSITION e I A 192305-9032 I 4 2 I R96.0' ♦ �;',` 4 EX ROW 4 - - c 2 2 1%LAK 17+98,25,15.65' LT i GRA 11+70.32, 38.50' LT I^ I 2 4 2 4 I PC 10+00 71+00 S GRADY WAY12+00 18+29 (GRA-LINE) 0 %0 0 0 w 60% SUBMITTAL R-, WK N BY I APPD I DATE 192305-9102 Jacobs o-- 0 EX ROW 192305-9103 METRO PROJECT ENGINEER R3780.5' 19 (D O 1 U Ld W 19+00 P. ENG L9 King County METRO PNaE6ENo E00588E18 � 1:{:{T.C+iX NOTES 1. SEE SHEET IC2.00 FOR PAVING GENERAL NOTES. (CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 O2 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 OCEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102 (CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS 5 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 ODOWELED CURB PER METRO STD DETAIL D109 (RAISED BIKE LANE AT STATION, SEE DETAIL A1105.O1 (CEMENT CONCRETE BUS PAD (10" PCCP CLASS C-1 OVER 6" CSBC) PER METRO STD DETAIL 2JD108A O10 CEMENT CONCRETE CROSSWALK (10" ACP CLASS B OVER 6" CSBC) PER CIVIL DETAIL ON SHEET 1.C5.02 11 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-03 12 WOOD FENCE 13 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02 014 ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 112IN. PG S8H22 OVER 4-IN CSBC. SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. RELOCATE 15 EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH RECEPTACLE. Gi6 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 105.02. PAVING LEGEND OHMA FULL DEPTH CEMENT CONCRETE CEMENT CONCRETE CROSSWALK DOWNTOWN CEMENT CONCRETE SIDEWALK LANDSCAPING I LINE STATION AREA RETAINING WALL PEDESTRIAN HANDRAIL —K— FENCE N RIGHT OF WAY (PROPOSED) " — FOUNDATION 0' 20' 40' SCALE: 1" = 20' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT PAVING PLAN GRA 10+00 TO GRA 14+00 NOVEMBER 2021 1 C2.05 !NOOF 121 XXXX R-4214121 F, i 0 4 0 3 x NOTES 1. SEE SHEET IC2.00 FOR PAVING GENERAL NOTES. OCEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 O2 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 OPRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64-03 OCEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102 I OCEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS 5 NOTED) PER CITY OF RENTON STD PLANS 104,104.2,104.4, AND 104.5 GRA 15+57.09, 85.97' LT OCEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE TYPE AS GRA 15+60.16, 85.89' LT 1 7 C6.05 — BEGIN NOTED PER CITY OF RENTON STD PLANS 104.1 AND 104.3 — 192305-9096 ODOWELED CURB PER METRO STD DETAIL D109 GRA 15+20.27, 83.66' LT GRA 15+78.74, 85.40' LT 2 GRA 18+22.45, 53.00' LT 2 ORAISED BIKE LANE AT STATION, SEE DETAIL A1105.01 d 1 GRA 15+15.16, 83.7T LT 0 BEGIN I 2 GRA 17+92.13, 53.00' LT 2 BEGIN r END GRA 15+69,97. 75.73' LT END 4 O CEMENT CONCRETE BUS PAD 10" PCCP CLASS C-1 OVER 6" CSBC PER 6.0' 6.6' AP I o EX ROW O ( 1 192305-9032 N METRO STD DETAIL 7JD108A " / I GRA 16+54.30, 53.00' LT 14 2 EX ROW U Jr) GRA 15+04.67, 74.0T LT > 8y R30.0' " — AP 10 CEMENT CONCRETE CROSSWALK (10" ACP CLASS B OVER 6" CSBC) AP N EX ROW 4 _ o - 30 0 PER CIVIL DETAIL ON SHEET 1 C5 02 U I 4 Z_ W CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-03 W a �. " - W 12 WOOD FENCE 2 - L 0 ® (n 13 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02 1n Jac R37805 5 TYPE C26 W GRA 16+06.16, 39.50' LT GRA 16+53.80, 39.90' LT 1 — 19 ( 14 ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 112 IN. PG Lv 4 _ O 581-122 OVER 4-IN CSBC. N PC GRA 15+20.24, 26.50LT GRA 16+09.41, 56.50' LT 18+00 � — O 1 GRA 15+57.09, 26.50' LT PT �� + SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. RELOCATE S GRADY WAY 17+00 — _ 5 EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH O 00 15+00 16+00 _ - ---- RECEPTACLE. i6 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON GRA 15+10.45, 27.29' RT SHEET 105.02. GRA 16+19.11, 28.42' FIT I GRA 14+43.89, 27.66' RT GRA 15+57.60, 27.25' RT I Lki Z 4 4 J PAVING LEGEND CD o W �O — — I� — — O HMA FULL DEPTH Z 1 _ �_I ee0 Q CEMENT CONCRETE � � 4 � I CEMENT CONCRETE CROSSWALK Q vV W EX ROW DOWNTOWN CEMENT CONCRETE SIDEWALK n ' GRA 16+09.36, 49.66' FITEX ROW GRA 14+53.81,49.69'RT ,J ,� AP / LANDSCAPING AP GRA 14+43.87, 41.1T RT o d GRA 16+19.18, 41.09' RT 192305-9043 1 1 / I BEGIN CDEND I � I LINE STATION AREA I I / RETAINING WALL 1 GRA 15+00.69, 99.49' RT Tn GRA 15+51.68, 89.83' FIT / PEDESTRIAN HANDRAIL END BEGIN 1 GRA 15+03.61, 99.39' FIT LL GRA 15+48.79, 89.31' RI —IL— FENCE Q � RIGHT OF WAY (PROPOSED) U — FOUNDATION Q 0' 20' 40' GO SCALE: 1" = 20' DESIGNED. WPRMD DATE o METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL Jacobs DA. RAM P. EKG "PIDRIDE I LINE NOVEMBER 2021 ``�, King County C. WILCOX CHECKED: axaECTN0: DRAWING NO METRO RENTON SEGMENT it SHECKEDN CONRRE18 PAVING PLAN 1C2.06 No R-,WK N BY AFRO DATE `"E`Nm: `DxTRADTxD. GRA 14+00 TO GRA 19+00 sxEETxo: or METRO PROJECT ENGINEER CXOOGGGX 122 XXXX R-4214122 C i 0 0 4 a E No TYPE C213 R3780.5' \0I 192305-9023 60% SUBMITTAL R-,WK N BY I APPD I DATE 1:1:T]77 21+00 GRADY WAY 22+DD (GRA-LINE) ~ Jacobs 0 0 00 m 0 57.47' LT END T GRA GRA 22+81.D6, 62.00' RT PT 2+57.43, 27.50' RT 2+57.44, 40.67' RT BEGIN BEGIN 4:1 TAPER METRO PROJECT ENGINEER GRA 23 2 50.50' RT BE ( RT 31N 14 RT R5.0' 192305-9070 787.09 .00'LT -- -- AP 1 9 GRA 23+85.79, 41.39' LT END GRA23+23.75, 49.99' LT BEGIN I DO Q` E AP q -- ` Li _ Cn LEI 1 S 5 LLJI W +24.14, 39.50 E RA 23+30.22, 39.73' LT 1 9 2 (1)PT D 3+00 BEGIN — _ ( GRA 23+79.50, 50.50' RT O RT 3 3 GRA 23+63.71, 39.89' RT O GIN BEGIN 137.10 GRA 23+63.71, 50.50' RT 9 9 END 3 N BEGIN Q 2 O W J Ap 4 F U n GRA 23+55.25, 62.49' RT 0 R25.0' END P. ENG L9 King County METRO PNaE6ENo E00588E18 NOTES 1. SEE SHEET IC2.00 FOR PAVING GENERAL NOTES. PAVING NOTES (CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 %CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 10 (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 O7 DOWELED CURB PER METRO STD DETAIL D109 @RAISED BIKE LANE AT STATION, SEE DETAIL A1105.O1 @CEMENT CONCRETE BUS PAD (10" PCCP CLASS C-1 OVER 6" CSBC) PER METRO STD DETAIL 21D108A (CEMENT CONCRETE CROSSWALK (10' ACP CLASS B OVER 6" CSBC) 10 PER CIVIL DETAIL ON SHEET 1.C5.02 11 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-03 12 WOOD FENCE 13 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02 (ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 112IN, PG 14 58H22 OVER 4-IN CSBC. SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. RELOCATE 15 EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH RECEPTACLE. 0i6 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 105.02. PAVING LEGEND OHMA FULL DEPTH CEMENT CONCRETE CEMENT CONCRETE CROSSWALK DOWNTOWN CEMENT CONCRETE SIDEWALK LANDSCAPING I LINE STATION AREA RETAINING WALL PEDESTRIAN HANDRAIL —K— FENCE RIGHT OF WAY (PROPOSED) — FOUNDATION 0' 20' 40' SCALE: 1' = 20' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT PAVING PLAN GRA 19+00 TO GRA 24+00 NOVEMBER 2021 1 C2.07 !NOOF 123 XXXX R-4214123 8 r i 0 z 0 3 0 4 „y E -v p�- y DTI o� J 2 GRA 24+80.16. 77 UUU I I I I I I 1 10+00 I Q I_ � I 0 w � Z Q v I TAL-B 10+46.1" 65.83' LT AP 4.5' Cb T 0 TAL-B 11 TAL-B iJ/ ,UIIII01 . IN I MATCH LINE GRA 24+00 - SEE SHEET 1C2.07 60% SUBMITTAL R-JWK N BY I AFRO I DATE a EX ROW TAL-B LT 7 C6.08 I � TAL-B 13+98.54, 88.961 / TAL-B 13+9614268.50 2268.24' LT A 0 ° 915g60-0010AP 1 TAL-B ' LT 5.4, 0 END 4� PC R742.0' J TAL-B 13+36+66, 42.00' LT J _ TALBOT RD S PT 11+00 1 12+00 _ 13+00 TAL-13 1+34.11,35.28'RT I -- (TAL-B-LINE) TAL-B 11+5TAL �— BEGIN _ 23.12' RT 1, 35.12'RT 1 •. __ I - — - __ __ m END — - " TAL-B 11+71+25, 64.88' RT `n - ' P END 0 0 0 O s• i• 2 4 dos' 14 TAL-B 11+52.681 64.05' RT R25.0' 1 BEGIN 2 p TAL-B 11+32A6, 66.28' RT 4 2 END 2 so. 0 j, 0 TAL-B 11+21.03, 75.79' RT 02 a.. BEGIN 551iB.O, GRA 24+26.24,38ORT 3 END r DESIGNED. WPRMD: .Jacobs A `P. ENG Of -cyp DRAWNWILCOX T� % C. WILCOX 4 CHECKED: PRWECTNO: S. Np O.�a pTgtyg4�0 EE00588E18 C 'TIpHAy$� CHECKEDCKED : LIXITFACTIYJ METRO PROJECT ENGINEER CXXXXXXXX EX ROW 0 192305•g023 L9 King County METRO NOTES 1. SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES. PAVING NOTES (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 CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE TYPE AS (CEMENT NOTED PER CITY OF RENTON STD PLANS 104.1 AND 104.3 DOWELED CURB PER METRO STD DETAIL D109 (7 1 (RAISED BIKE LANE AT STATION, SEE DETAIL All C5.01 1 Cn ID' P CEMENT CONCRETE BUS PAD (CCP CLASS C-1 OVER 6" CSBC) PER 0 9 METRO STD DETAIL 2/D108A ( C O10 CEMENT CONCRETE CROSSWALK(10" ACP CLASS B OVER 6"CSBC) PER CIVIL DETAIL ON SHEET I.C5.02 11 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-03 i7 12 WOOD FENCE W 0 13 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02 / ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL.1/2IN. PG 14 58H22 OVER 4-IN CSBC. SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. RELOCATE 15 EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH RECEPTACLE. G16 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET lC5.02. PAVING LEGEND HMA FULL DEPTH CEMENT CONCRETE CEMENT CONCRETE CROSSWALK DOWNTOWN CEMENT CONCRETE SIDEWALK LANDSCAPING I LINE STATION AREA RETAINING WALL PEDESTRIAN HANDRAIL —M— FENCE RIGHT OF WAY (PROPOSED) — FOUNDATION 0' 20' 40' SCALE: 1' = 20' METRO TRANSIT CAPITAL DIVISION DA7 RAPIDRIDE I LINE NOVEMBER 2021 RENTON SEGMENT DFAWINGND. PAVING PLAN 1C2.08 GRA 24+00 TO TAL-B 14+00 7HEE�N0 DE 124 XXXX R-4214124 F, i p z 0 3 x arE NrE NOTES 1. SEE SHEET IC2.00 FOR PAVING GENERAL NOTES. PAVING NOTES OCEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 O2 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN IO OPRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64-03 OCEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102 \ \ \ 11 OCEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS TAL-B 17+01.57, 98.24' LT 111 NOTED) PER CITY OF RENTON STD PLANS 104,104.2,104.4, AND 104.5 \ 1 END TAL-B 17+17.87,102.31' LT \ OCEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE TYPE AS B.'10 5'S TAL-B 17+21.14, 89.21' LT NOTED PER CITY OF RENTON STD PLANS 104.1 AND 104.3 7 C 07 DOWELED CURB PER METRO STD DETAIL D109 { 202305-9007 ORAISED BIKE LANE AT STATION, SEE DETAILNiC5.01 TAL-B 14+03.83, 88.24' LT TAL-B 16+53.45, 59.5Y LT TAL-B 17+18.36, 69.40- LT 7 C6.08 CEMENT CONCRETE BUS PAD (10" PCCP CLASS C-1 OVER 6" CSBC) PER BEGIN- ITAL-617+16.18, 59.64'LT i OMETRO STD DETAIL 21D108A TAL-B 14+10.49, 78.33' LT TAL-B 14+34+27, 59.50' LT -o " ,o AP 7t-�; o" " o OD O OCEMENT CONCRETE CROSSWALK (ION ACP CLASS B OVER 6"CSBC) q "✓ - e' TAL-B 17+12.43, 50.37' LT EX ROVr 10 PER CIVIL DETAIL ON SHEET 1.C5.02 �" _ J U CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-03 " I TAL-B 17+09.45, 44.61' LT — — W 12 WOOD FENCE e in_ O TAL-B 15+g3,08, 26.24' LT R741 0 1 2' 1-1-I 13 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02 TAL-816+97.73, 27.97' LTI 0 TAL-B 15+35.37, 26.39' LT I 1 TAL-B 16+59.06, 41.00' LT LLJ ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1121N. PG 1 I TAL-B 14+34.27, 41.00' LT 16+00 —I PT I Ld 14 58H22 OVER 4-IN CSBC. n PC - "+00 TALBOT S' R� I SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. RELOCATE 18+00 15 EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH TYPE C2 5 I (TAL-B-LINE) �� - _ O RECEPTACLE. 1 TAL4316+07.21, 41.70' RT TAL-B 16+65.42, 41.70' RT I L0 / TAL-B 15+27.35, 28.50' RT PC IRS.5' PT + CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON 16 4 00 SHEET 105.02. TAL-B 14+47.32, 46.25' RT ' 4 1 4 D 4 5 TYPE C2 e � BEGINlr� �I PAVING LEGEND TAL-B 14+58.01, 45.79' RT 4 I - J CD 4 END _ - m \ �10 O HMA FULL DEPTH ZCEMENT CONCRETE ,TAL-B 15+27.56, 52.72' RT 1 TAL B 16+2499 55.20' RT 1 -�• '- J y/ EX ROW�Y+' 2 TAL-B15+8511 6185'RT 2 14 O ® O " _ CEMENT CONCRETE CROSSWALK i tl BEGIN j 10. TAL-B 15+39.92, 75.29' RT 14 Al ON�® R5.0' p�-B 15+84.22, 71.48' RT 15 �'�- Q DOWNTOWN CEMENT CONCRETE SIDEWALK S O R3.0' U TAL-B 14+00.66, 53.82' RT - - - 4 7C6.09 - LANDSCAPING Y END TAL-815+85.71, 79.73'RT �y TAL-B 15+68.44, 71.99' RT 1 2 PC TAL-B 15+78.20, 76.01' RT END n PC LINE STATION AREA BEGIN II I p7 -B 15+71.42, 75.46' RT RETAINING WALL 192305-9094 PEDESTRIAN HANDRAIL —K— FENCE RIGHT OF WAY (PROPOSED) — FOUNDATION 0' 20' 40' SCALE: 11= 20' DESIGNED. WPRo4ED: DATE o METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL Jacobs CA. DRAM WILCOX P. ENG "PIDRIDE I LINE NOVEMBER 2021 � ro ``�, King County e % . CHECKED PROUECTNO: RENTON SEGMENT DRAWING NO. OtlBSpeiB'+'�y Y S. FORMEW566E18 METRO PAVING PLAN 1C2.09 R-, WK a BY APPD DATE OtIALi CHECKED: GONCRAJTND TAL-B 14+00 TO TAL-B 18+50 sxEERxo: of METRO PROJECT ENGINEER CXXXXXXXX 125 XXXX R-4214125 Cn O N U Ld W 2 !n LJ LJ N N U Q ND 60% SUBMITTAL �acobs AVRIPR P. EKG �p�gAHwp DRAWN , Tp kg King County w % C. WILCOX S. FOR CHECKED `NaE�NO: METRO +� r S. FORMPN E00588E18 'TIpHAy$T� CHECKED: CONTMCTNJ'. REVISION 8Y APP'D DATE METRO PROJECT ENGINEER CXXXXXXXX NOTES 1. SEE SHEET IC2.00 FOR PAVING GENERAL NOTES. DA\/IAIG NIl1TLC (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 5 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 A1105.O1 (CEMENT CONCRETE BUS PAD (10" PCCP CLASS C-1 OVER 6" CSBC) PER METRO STD DETAIL 2JD108A 10 CEMENT CONCRETE CROSSWALK (10" ACP CLASS B OVER 6" CSBC) PER CIVIL DETAIL ON SHEET 1.C5.02 11 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-03 12 WOOD FENCE 13 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02 14 ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL.1/2IN. PG 581-22 OVER 4-IN CSBC. SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. RELOCATE 15 EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH RECEPTACLE. Gi6 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET iC5.02. PAVING LEGEND HMA FULL DEPTH CEMENT CONCRETE CEMENT CONCRETE CROSSWALK DOWNTOWN CEMENT CONCRETE SIDEWALK CID o LANDSCAPING I LINE STATION AREA RETAINING WALL PEDESTRIAN HANDRAIL —K— FENCE RIGHT OF WAY (PROPOSED) — FOUNDATION METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT PAVING PLAN TAL-B 18+50 TO TAL-B 23+50 0' 20' 40' SCALE: 1" = 20' NOVEMBER 2021 CRANING NO 1 C2.10 SIEETN2 OF 126 XXXX R-4214126 EX ROW CO QJ INN \ _ _ �87.72 4 722200-0010 I TAL-B 37+04.48, 40.44' LT N 787.77 33+00 34+00 36+oo BENSON DR S (SR 515) 36+00 (TAL-B-LINE) I I F- 6n H Lo m OQ TAL-B 37+16.44, 40.34' LT 4.0' 1 AL-B 37+00.42, 30.44' LT Q I TAL-B 37+20.42, 30.31' LT I 37+00 I 38+00 NOTES 1. SEE SHEET IC2.00 FOR PAVING GENERAL NOTES. PAVING NOTES (CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 (2 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 5 NOTED) PER CITY OF RENTON STD PLANS 104,104.2,104.4, AND 104.5 (CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE TYPE AS 6 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 A1105.O1 (CEMENT CONCRETE BUS PAD (10" PCCP CLASS C-1 OVER 6" CSBC) PER METRO STD DETAIL 21D108A 10 CEMENT CONCRETE CROSSWALK (10" ACP CLASS B OVER 6" CSBC) PER CIVIL DETAIL ON SHEET 1.C5.02 11 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-03 12 WOOD FENCE 13 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02 D14 ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL.1/2IN. PG S8H22 OVER 4-IN CSBC. SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. RELOCATE 15 EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH RECEPTACLE. i6 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET iC5.02. PAVING LEGEND 722200-0245 HMA FULL DEPTH T CEMENT CONCRETE EX ROW J � � _ _ CEMENT CONCRETE CROSSWALK DOWNTOWN CEMENT CONCRETE SIDEWALK LANDSCAPING I LINE STATION AREA RETAINING WALL PEDESTRIAN HANDRAIL —K— FENCE I RIGHT OF WAY (PROPOSED) ` — FOUNDATION 0' 20' 40' SCALE: 1" = 20' DESIGNED. APPR04ED: DATE o METRO TRANSIT CAPITAL DIVISION 60 /a SUBMITTAL ���0 A. VILLAR P. EKG RAPIDRIDE I LINE NOVEMBER 2021 TO% bs C. WILCOX kg King County 4 CHECKED: FRQIECTW: RENTON SEGMENT CRANING NO. 0.�'EB°gY S. FORME00588E18 METRO PAVING PLAN 1C2.11 ND. REVISION 8Y APP'0 DATE m'�AONAL8�0 CHECKED CONTRACTND. TAL-B 33+00 TO TAL-B 38+00 SHEET"°OF METRO PROJECT ENGINEER CXXXXKXXX 127 XXXX R-4214127 L1 \ \ l cp \' Cr2^ Q CPS I\ I 106.12 _ _ _ 9•L2g2 1 TAL-21 25+42.09, 42.37' BE TAL-21 25+34.97, 38.70' L- TAL-21 25+49.85. 9.86' 24+00 TALBOT RD S 25+00 t (TAL-21-LINE) TAL-2125+E 0 0 - - TAL-21 25+88.72, 26.35' LT �y6 \ AP TAL-21 25+98.73,28.35'LT 181f13 4 AP t - TAL-2126+10.72, 28.35' LT ENDS 1 26+00 TAL-2126+10.71, 9.85' LT — _ _ — 1 1 Il F-141 TAL-2125+86.88. 8.40' RT - - °TAL-: 1 TAL-2125+65.42, 4 AT RT �'i 111 END \ I BEGIN 1 \ \ TAL 2 AP \ - TAL-2125+56.44, 48.04' RT TAL-2' - - / AP 'l2�'2000163 \( BEGIN 25 60% SUBMITTAL No I R=_msoN BY I AFRO I DATE Jacobs 3p23�� EX ROW 27+150 28+00 - — -_- _I00 TAL-21 27+75.92.17.37' RT I l Il r-1 4 1 EX ROW \ Cn 0 F- Cn W I U 0 1 � METRO PROJECT ENGINEER -Try. \ / 1g1 14 29+00 TAL-21 28+29.96,15.34' RT TAL-2128+29.99.18.34' RT /1 II I I ayh1ooAp2o II II II II I I P. ENG L9 King County METRO PROJEUND: EW566E18 00588E NOTES 1. SEE SHEET IC2.00 FOR PAVING GENERAL NOTES. DA\/IAIG NIl1TLC (CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 O2 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 OCEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102 (CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS 5 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 ODOWELED CURB PER METRO STD DETAIL D109 (RAISED BIKE LANE AT STATION, SEE DETAIL A1105.O1 (CEMENT CONCRETE BUS PAD (10" PCCP CLASS C-1 OVER 6" CSBC) PER METRO STD DETAIL 2JD108A 10 CEMENT CONCRETE CROSSWALK (10" ACP CLASS B OVER 6" CSBC) PER CIVIL DETAIL ON SHEET 1.C5.02 11 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-03 12 WOOD FENCE 13 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02 D14 ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL.1/2IN. PG S8H22 OVER 4-IN CSBC. SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. RELOCATE 15 EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH RECEPTACLE. i6 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 105.02. PAVING LEGEND OHMA FULL DEPTH CEMENT CONCRETE CEMENT CONCRETE CROSSWALK DOWNTOWN CEMENT CONCRETE SIDEWALK LANDSCAPING I LINE STATION AREA RETAINING WALL PEDESTRIAN HANDRAIL —K— FENCE RIGHT OF WAY (PROPOSED) — FOUNDATION METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT PAVING PLAN TAL-21 24+00 TO TAL-21 29+00 0' 20' 40' SCALE: 1" = 20' NOVEMBER 2021 DRAWING NO 1 C2.12 SHEETNOOF 128 XXXX R-4214128 302305-9029 54+00 EX ROW - - - - � 230`. 55+00 TALBOT RDS I - I _ (TAL-21-LINE)I_ _ 1 I 302305-9114 I T -- EX ROW T 302305-9115 60% SUBMITTAL I R-, WK N 0 I BY I AFRO I DATE 56+00 - 57+00 TAL-21 56+98.95, 11.95' RT 1 /1 AL-21 56+98� RT TAL-2156+91.07, 20.SO' RT - - TAL-2157+2 AP AP TAL-21 56+99.16, 25.89' RT TAL-21 57+11.1 AP 0 AP 302305-9019 / TAL-21 57+36.23, 11.70' RT 58+00 irRCr TAL-21 57+36.25,14.82' RT ENS 59+0p -------------- --- tT Is acobs C WILCO P. EN6DRAWN, �King County C. WILCOXCHECKE S. FOR °� EN 566EI8: METRO it 5. FORMPN CONCRAE18CHECKED: LIXITFACTNJ'. METRO PROJECT ENGINEER CXXXXXXXX NOTES 1. SEE SHEET IC2.00 FOR PAVING GENERAL NOTES. neAnur unTro (CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 (2 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 5 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 A1105.O1 (CEMENT CONCRETE BUS PAD (10" PCCP CLASS C-1 OVER 6" CSBC) PER METRO STD DETAIL 2JD108A (CEMENT CONCRETE CROSSWALK (10" ACP CLASS B OVER 6" CSBC) 10 PER CIVIL DETAIL ON SHEET 1.C5.02 11 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-03 12 WOOD FENCE 13 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02 (ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 112IN. PG 14 58H22 OVER 4-IN CSBC. SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. RELOCATE 15 EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH RECEPTACLE. i6 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 105.02. PAVING LEGEND OHMA FULL DEPTH CEMENT CONCRETE CEMENT CONCRETE CROSSWALK DOWNTOWN CEMENT CONCRETE SIDEWALK LANDSCAPING I LINE STATION AREA RETAINING WALL PEDESTRIAN HANDRAIL —K— FENCE RIGHT OF WAY (PROPOSED) — FOUNDATION METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT PAVING PLAN TAL-21 54+00 TO TAL-21 59+00 0' 20' 40' SCALE: 1" = 20' NOVEMBER 2021 DFAWING NO 1 C2.13 SHEEINO: OF 1T9 XXXX R-4214129 i I I I y I I I I I TAL-21 72+59.49, 72.05' LT I co I x I TAL-21 72+80.12, 75.24' LT 1 C6.14 0 855860-0035 I 855860-0040 58855860-0125 I 855860-0130 I 855860-0135 ---T�.41'LT I ---_- T- F I I II I TAL-2173+01.96, 55.39' LT 1 TAL-2172+52.37, 44.63' LT END I I I 1 1.17 TAL-21 72+48.99, 46.30' LT ICE- - - - _ - - - - _ - -, TAL-21 73+15.38, 34.64' LT TAL-21 71+68.27, 27.48' LT 11 TAL-21 72+53.22, 27.48' LT ' x BEGIN 11 1 I - - - I - EX ROW - - - 4 11 I .. END TAL-21 73+11.92, 31.52' LT TAL-2171+59.01, 23.48'LT BEGIN -I !'67�'r1l TAL-21 71+64.01, 15.98' LT - r "- " " o •�. TAL-2173+82.93, 20.32' LT-� - 2 BEGIN 1 "' d - - END21 73+80.00, 15.98' LT d 4 —� x 2 TAL-21 71+64.01, 10.98' LT I a " 1 TAL-21 73+82.93, 12.SS, LT TAL-2175+14.46, 14.54' RT BEGIN TAL-21 72+38.98,16.02' LT /� TAL-21 74+47.46,14.53' RT END 2 p TAL-2171+59.01, 4.98'LT END 2 `J 2 BEGIN - - — - - — - — - - 71+00 2 72+00 8 BEGIN 73+001 TALBOT RD S 74+00 75+00 TAL-2171+75.51, 4.98' LT TAL-21 72+42.56,12.98' LT �� I TAL-21 74+47.46, 19.53' RT TAL-21 75+14.46, 19.54' RT TAL-2171+75.51, 8.98'LT I TAL-21—LINE 2 1 2 2 1 m I TAL-2172+42.55, 8.96' LT I ( � I END 8 END TAL-2 TAL-2172+38.98, 10.98'LT 2 BEGIN BEGIN o END o 0 u, 00 ---� �TAL-173+59.94,12.52'RT - 1 h Z? m r oa ---------------- v I_ o TAL-21 74+43.46, 28 03' RT - - _ - - - - a ������I""" TAL-2175+p8.46, 30.03'RT TAL-2 rc o �I' TAL-21 74+53.46, 30.03' AP AP + 0 I TAL-21 73 59.15 49.01' RT I + TAL-21 7 1 .4 2 . 4' RT 5 8 6 80 181.18 �I I AP �5.5' TAL-21 73+67.15 49.18' RT BEGIN o302305-9044 -------------------- TAL-2T75+4S z END 302305-9040 �C6.15 302305-9109 I = I o M ` EX ROW = x F- 9 00 co d o � U K G M6 60% SUBMITTAL DESIGNED �FR N Mm Jacobs �pp PENG =gam T o x wILCGx King County o w �4 S.FOR I 588E18 vNwECTND METRO o x p.�B prtyg4p0 S.FORMAN E00 WW 'N�GNAL CHECKEDCONTRACTING'. p No. RE'dI51GN BY GPP'B i:TE METRO PROJECT ENGINEER G)JOGO M NOTES 1. SEE SHEET iC2.00 FOR PAVING GENERAL NOTES. PAVING NOTES OCEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 O2 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 OPRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64-03 OCEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102 OCEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS 5 NOTED) PER CITY OF RENTON STD PLANS 104,104.2,104.4, AND 104.5 OCEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE TYPE AS 6 NOTED PER CITY OF RENTON STD PLANS 104.1 AND 104.3 ODOWELED CURB PER METRO STD DETAIL D109 ORAISED BIKE LANE AT STATION, SEE DETAIL A/105.01 OCEMENT CONCRETE BUS PAD (10" PCCP CLASS C-1 OVER 6" CSBC) PER METRO STD DETAIL 2JD108A OCEMENT CONCRETE CROSSWALK (I On ACP CLASS B OVER 6" CSBC) 10 PER CIVIL DETAIL ON SHEET 1.C5.02 F— U 11 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-03 F 12 WOOD FENCE co M 13 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02 ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL.1/2IN, PG 14 58H22 OVER 4-IN CSBC. SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. RELOCATE 76+00 15 EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH _ + RECEPTACLE. L26,12.54' RT 16 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET iC5.02. PAVING LEGEND HMA FULL DEPTH .45, 52.90' RTl CEMENT CONCRETE I CEMENT CONCRETE CROSSWALK DOWNTOWN CEMENT CONCRETE SIDEWALK 89' RT 1 LANDSCAPING I LINE STATION AREA RETAINING WALL PEDESTRIAN HANDRAIL —K— FENCE RIGHT OF WAY (PROPOSED — FOUNDATION 0' 20' 40' SCALE: 1" = 20' METRO TRANSIT CAPITAL DIVISION DATE_ RAPIDRIDE I LINE NOVEMBER2021 RENTON SEGMENT DRAWING NO PAVING PLAN 1C2.14 TAL-21 71+00 TO TAL-21 76+00 NNEETND DF 130 XXXX R-4214130 NOTES 1. SEE SHEET IC2.00 FOR PAVING GENERAL NOTES. OCEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 OCEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 OPRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64-03 OCEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102 \ CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS ONOTED) PER \ 3Az30�g13A CITY OF RENTON STD PLANS 104,104.2,104.4, OCEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE TYPE AS45 1g1680 p030 80A01 \ \ 6 NOTED PER CITY OF RENTON STD PLANS 104.1 AND 104.3 0 1016 \ ODOWELED CURB PER METRO STD DETAIL D109 ORAISED BIKE LANE AT STATION, SEE DETAIL A1105.O1 �N 9 CEMENT CONCRETE BUS PAD (10" PCCP CLASS C-1 OVER 6" CSBC) PER TAL-21 88+13.28, 21.92' LT \ N OMETRO STD DETAIL 2JD108A 1 2 "88+13.28,16.92Z ND BEGIN — — — — — OCEMENT CONCRETE CROSSWALK (10" ACP CLASS B OVER 6" CSBC) 21.92' LTAL-21 88+74.28, 32.42'LT10 PER CIVIL DETAIL ON SHEET 1.C5.02 EX ROWBEGI TAL-2188+80.28,21.92' LT 4 2 1211 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-03 2' LT; I BEGIN TAL-2188+g1.28, . 21EGIN I " EN4I �// 12 WOOD FENCE 92' LT ?-_ - oTAL-21 88+91.28, 14.92' LT 13 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02 - N " TAL-21 88+80.28, 16.92' LT TAL-2188+87.28, 6.98' LT 1 7 OASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 112IN. PG 86+00 TALBOT RD S 87+00 161 20 I88+001 END I I 90+00 91+00 14 58H22 OVER 4-IN CSBC. TAL-2189+31.28, 7.00' LT — — — — + — — — { — — — — — — TAL-21 89+24.28, 5.00' RT T SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. RELOCATE (TAL-21-LINE) TAL-2188+26.22, 15.04'RT I 4 TAL-2188+87,27,14.99'RT 5 EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH TAL-2188+34.23,17.04' RT 2 e 4 TAL-2189r31.28, 7.00' RT RECEPTACLE. 2 BEGIN I - TAL-21 89+13.50, 7.00' AT TAL-2188+28.24, 22.04' RT - TAL-2189+01.23,16.99' FIT BEGIN „N _ END 2 I 16 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON TAL-2189+13.50, 22.03' RT SHEET 105.02. 0 1 — END TAL-2189+01.24, 21.99' RT TAL-z1ee+3a.z4,zz.oa'RT 50 END — — PAVING LEGEND END I — — " — — BEGIN BEGIN �y TAL-2188+95.24, 32.50' RT HMA FULL DEPTH EXROW a a �-1" _ _ CEMENT CONCRETE O O CEMENT CONCRETE CROSSWALK 106.16 DOWNTOWN CEMENT CONCRETE SIDEWALK LANDSCAPING ag5�61-pp20 I LINE STATION AREA RETAINING WALL PEDESTRIAN HANDRAIL —K— FENCE RIGHT OF WAY (PROPOSED) — FOUNDATION 0' 20' 40' SCALE: 1" = 20' DESIGNED. WPR04ED: DATE o METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL Jacobs ACVILWILCOX ``�, UR P. EKG RAPIDRIDE I LINE NOVEMBER 2021 DRAM e King County . CHECKED PROJECTND: RENTON SEGMENT DMWINO NO. S. FORMEW566E18 METRO PAVING PLAN 1C2.15 No R-,WK N BY AFRO DATE `"E`Km: `DNTRADTND. TAL-21 86+00 TO TAL-21 91+00 SHFE1N0: OF METRO PROJECT ENGINEER CXODOCOX 131 XXXX R-4214131 arE \EX ROW O`£9 �S \� s i �00 181.21 -__ _ z� ___ 0 4 o - \ M 1 " CAR 33+36.37, 22.71' LT o _ 1 4.0' 33sp0 CAR 33+48.88, 22.70' LT I NNNN_ _ 34+00 b CAR 33+81,28, 22.43' RT �— - CAR 33+69.01, 22.33' RT a 5.0' FA 35+00 SE CARR RD 36+00 (CAR -LINE) EX ROW < o 181.22 4 4.3' 13.5' - - \ — 2005 IL 908, J C LU I O I 22"'O O� I 9 I DESIGNED. WPRMD: 60% SUBMITTAL Jacobs DA. RAM P. EKG �oe p wont+: , rp L9 King County w % C. WILCOX S.FORCHECKED: PNDJED<ND: METRO Y S. FORMPN E00588E18 'TIpHAy$� CHECKED: CIXCRAJ77 J'. RSvlo'i0N BY APPD DATE METRO PROJECT ENGINEER CXXXXXXXX NOTES 1. SEE SHEET IC2.00 FOR PAVING GENERAL NOTES. PAVING NOTFS (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 5 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 A1105.O1 (CEMENT CONCRETE BUS PAD (10" PCCP CLASS C-1 OVER 6" CSBC) PER METRO STD DETAIL 21D108A 10 CEMENT CONCRETE CROSSWALK (10" ACP CLASS B OVER 6" CSBC) PER CIVIL DETAIL ON SHEET 1.C5.02 11 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-03 12 WOOD FENCE 13 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02 D14 ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 112IN. PG S8H22 OVER 4-IN CSBC. SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. RELOCATE 15 EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH RECEPTACLE. i6 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 105.02. PAVING LEGEND 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 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT PAVING PLAN CAR 32+00 TO CAR 36+50 X� 0' 20' 40' SCALE: 1" = 20' DATE NOVEMBER 2021 DMWING NO'. 1 C2.16 SHEEINO: OF 132 XXXX R-4214132 299 EX ROW —_ I 60% TO BE SUBMITTED AT A LATER DATE 322305.9040 \ / 0 0 _0 11 00 45+00 SE CARR RD 44+00 _+— —' (CAR -LINE) 4343+00 �— EX ROW 322305-9299 1010 NOTES 1. SEE SHEET IC2.00 FOR PAVING GENERAL NOTES. PAVING NOTFS (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 5 NOTED) PER CITY OF RENTON STD PLANS 104,104.2,104.4, AND 104.5 6 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 (DRAISED BIKE LANE AT STATION, SEE DETAIL A1105.01 CONCRETE BUS PAD (10" PCCP CLASS C-1 OVER 6" CSBC) PER (CEMENT METRO STD DETAIL 21D108A L/ 292305-9151 00 10 CEMENT CONCRETE CROSSWALK (10" ACP CLASS B OVER 6" CSBC) - ,� -9053 _ PER CIVIL DETAIL ON SHEET 1.C5.02 — _ (Nj 11 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-03 L 12 WOOD FENCE L13 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02 APPROACH WITH 4-IN HMA FOR APPROACH CL.1/2IN. PG W (ASPHALT 14 5BH22 OVER 4-IN CSBC. 46+ N 47+00 --� SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. RELOCATE ( 15 EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH RECEPTACLE. • L i6 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 105.02. cr U PAVING LEGEND O HMA FULL DEPTH LLJ _ Z � J � CEMENT CONCRETE Q CEMENT CONCRETE CROSSWALK Q DOWNTOWN CEMENT CONCRETE SIDEWALK 322305-9237 LANDSCAPING / I LINE STATION AREA / RETAINING WALL PEDESTRIAN HANDRAIL —K— FENCE RIGHT OF WAY (PROPOSED) — FOUNDATION 0' 20' 40' SCALE: 1" = 20' o METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL Jacobs AVILUR P. EKG RAPIDRIDE I LINE NOVEMBER 2021 C AM WILKing County C. WILCOXCHECKED: PRwECTNO: DRnWNG NoMETRO RENT N E ANit s. roRMra E00588E18 PAVING PLAN 1C2.17 R-,WK N BY APPD DATE `"E`Rm: `DNTRADTND. CAR 42+50 TO CAR 47+50 sx�TnO: or METRO PROJECT ENGINEER CXXXXXXXX 133 XXXX R-4214133 NOTES 1. SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES. PAVING NOTES 1 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 60% TO BE SUBMITTED AT A LATER DATE OCEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 OPRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64-03 ' OCEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102 OCEMENT ' ,L9Z355 g1g8 NCE (TYPE AS NOTED)P R CITY OF RENTON STD PLANS RETE COMMERCIAL N104,104.AY 21044, AND 104.5 \ I OCEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE TYPE AS \ 6 NOTED PER CITY OF RENTON STD PLANS 104.1 AND 104.3 \ g23p5 g15B I n ODOWELED CURB PER METRO STD DETAIL D109 O 0 O — ORAISED BIKE LANE AT STATION, SEE DETAIL A1105.01 0 — — b 0 OCEMENT CONCRETE BUS PAD (10" PCCP CLASS C-1 OVER 6" CSBC) PER METRO STD DETAIL 2JD108A � p0 0°0 O o0 oOp o00 o Q _ m p O o O Oo O`J \ 0 �0g0 80 O 1� O 000 p — OCEMENT CONCRETE CROSSWALK(10" ACP CLASS B OVER 6"CSBC) °00 o"o"B 80 Co O 00 00 _O 10 PER CIVIL DETAIL ON SHEET 1.C5.02 EX ROW _ _ _ — ° v' UO 000 O 00 N O 11 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-03 _ 12 WOOD FENCE tj \ \ _ 2 13 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02 (n ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 121N. PG N W 14 5BH22 OVER 4-IN CSBC. +00 SE CARR RD 51+00 N — 52+00 SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. RELOCATE 49+00- (CAR -LINE) T+— — I 15 EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH w RECEPTACLE. N qg+00 O + 16 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL DON uJ N SHEET iC5.02. w O 0 -- a-- L0 Q PAVING LEGEND O EX ROW U _ o HMA FULL DEPTH Lil ® 00 0 0 0o -1' O o0 000 O °O0 0 0 Z CEMENT CONCRETE � °00° 0000 0 0 0 � J p CEMENT CONCRETE CROSSWALK �g DOWNTOWN CEMENT CONCRETE SIDEWALK w oo O 0 8 0� � O p� 0 J 0 Q O Oi f p OO OO O N LANDSCAPING �J M 0 O 0 C) 0 N O Q 1 LINE STATION AREA Q m RETAINING WALL r , PEDESTRIAN HANDRAIL —K— FENCE RIGHT OF WAY (PROPOSED) N — FOUNDATION 0' 20' 40' SCALE: 1" = 20' DESIGNED. WPRMD DATE o METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL Jacobs AVILUR P. ENG RAPIDRIDE I LINE NOVEMBER 2021 e ``�, King County C. WILCOX CHECKED: PRaECTNO: DRAWING NO'. METRO RENTON SEGMENT SHECKEDN EON5RRE18 PAVING PLAN 1C2.18 No R-, WK N BY AFRO DATE `"E`Xm: ` ""`�"° CAR 47+50 TO CAR 52+50 sxEETnO: or METRO PROJECT ENGINEER CXXXXXXXX 134 XXXX R-4214134 arE 0 Y MAIUrn Lr11" 60% TO BE SUBMITTED AT A LATER DATE 60% SUBMITTAL �iaC.Obs DRAM P. ENG DIUWN, L9 King County C. WILCOXCHECKE S. FOR °� PN 566EI8: METRO it 5.ECKMPN CONTRkE18CHECKED: LIXIiMCi NJ'. R-, WK N BY APPD DATE METRO PROJECT ENGINEER CX%%%%%XX NOTES 1. SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES. PAVING NOTES 1 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 O2 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 10 @PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64-03 O4 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 O7 DOWELED CURB PER METRO STD DETAIL D109 @RAISED BIKE LANE AT STATION, SEE DETAIL A1105.0I O CEMENT CONCRETE BUS PAD (10" PCCP CLASS C-1 OVER 6" CSBC) PER N @METRO STD DETAIL 2JD108A N G10 CEMENT CONCRETE CROSSWALK (10" ACP CLASS B OVER 6" CSBC) PER CIVIL DETAIL ON SHEET 1.C5.02 W11 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-03 2 N 12 WOOD FENCE LJ LJ 13 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02 (N ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 12IN. PG 14 5BH22 OVER 4-IN CSBC. O O SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. RELOCATE + 15 EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH qt RECEPTACLE. = CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON 16 H 00 SHEET iC5.02. O w PAVING LEGEND z_ J HMA FULL DEPTH 2 CEMENT CONCRETE Q CEMENT CONCRETE CROSSWALK DOWNTOWN CEMENT CONCRETE SIDEWALK LANDSCAPING I LINE STATION AREA RETAINING WALL PEDESTRIAN HANDRAIL -K- FENCE RIGHT OF WAY (PROPOSED) - FOUNDATION 0' 20' 40' SCALE: 1" = 20' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT PAVING PLAN CAR 52+50 TO 108TH 4+00 NOVEMBER 2021 DFAWING NO 1 C2.19 SHEEINO: OF 135 XXXX R-4214135 E3 z 0 q V LP a LiJ Z J 2 F— a No 60% TO BE SUBMITTED AT A LATER DATE I I I I II II EX ROW _ 5+00 6+00 108TH AVE SE (SR 515) (108TH-'LINE) ENA 0 0 0 EX ROW — Jr I I I I I 3223 016 A 6+ 9+00 b ij I 322305-9065 NOTES 1. SEE SHEET IC2.00 FOR PAVING GENERAL NOTES. nelnur unTro (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 5 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 A1105.O1 (CEMENT CONCRETE BUS PAD (10" PCCP CLASS C-1 OVER 6" CSBC) PER METRO STD DETAIL 2JD108A 10 CEMENT CONCRETE CROSSWALK (10" ACP CLASS B OVER 6" CSBC) PER CIVIL DETAIL ON SHEET 1.C5.02 11 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-03 12 WOOD FENCE 13 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02 14 ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 112IN. PG 581-122 OVER 4-IN CSBC. SHELTER 15 FOOTING, TYPE B21, PER METRO STD DETAIL D103. RELOCATE EXISTING SHELTERON SHELTER FOOTING AND EXISTING TRASH RECEPTACLE. i6 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 105.02. PAVING LEGEND OHMA FULL DEPTH CEMENT CONCRETE CEMENT CONCRETE CROSSWALK DOWNTOWN CEMENT CONCRETE SIDEWALK II LANDSCAPING I LINE STATION AREA RETAINING WALL PEDESTRIAN HANDRAIL 60% SUBMITTAL �iaC.Obs DRAM P. ENG DIUWN, L9 King County C. WILCOXCHE S. FOKED R `NOJEG<ND: METRO it 5. FORMPN E00588E18CHECKED: CIXIiMC7NJ'. R2 lai � BY APP'D DATE METRO PROJECT ENGINEER CXXXXXXXX —K— FENCE RIGHT OF WAY (PROPOSED) — FOUNDATION 0' 20' 40' SCALE: 1" = 20' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT PAVING PLAN 108TH 4+00 TO 108TH 9+00 NOVEMBER 2021 DRAWING NO 1 C2.20 SHEEING: OF 136 XXXX R-4214136 E3 z 0 q V LP 14+00 I - 60% SUBMITTAL I R= W 322305-9106 BY I AFRO I DATE 60% TO BE SUBMITTED AT A LATER DATE 15+00 - I - \ \ 16+00 322305-9361 074050-0005 H Cf) F- Cn 00 i LLJ C/) 17+00 108TH AVE SE (SR 515) 18+00 (108TH-LINE) - + Is .Jacobs. A -WILCO P. EN6DRAWN, �King County C. WILCOXCHECKE S. FOR °`RaEG<ND: METRO it 5. FORMPN CONCRAE18CHECKED: LIXIiFACi NJ'. METRO PROJECT ENGINEER CXXXXXXXX NOTES 1. SEE SHEET IC2.00 FOR PAVING GENERAL NOTES. DAX/IAIG NIl1TLC (CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 (2 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 5 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 A1105.O1 (CEMENT CONCRETE BUS PAD (10" PCCP CLASS C-1 OVER 6" CSBC) PER METRO STD DETAIL 2JD108A (CEMENT CONCRETE CROSSWALK (10" ACP CLASS B OVER 6" CSBC) 10 PER CIVIL DETAIL ON SHEET 1.C5.02 11 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-03 12)WOOD FENCE 13 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02 (ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL.1/2IN. PG 14 58H22 OVER 4-IN CSBC. SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. RELOCATE 15 EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH RECEPTACLE. i6 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEETiC5.02. PAVING LEGEND OHMA FULL DEPTH CEMENT CONCRETE CEMENT CONCRETE CROSSWALK DOWNTOWN CEMENT CONCRETE SIDEWALK LANDSCAPING I LINE STATION AREA RETAINING WALL PEDESTRIAN HANDRAIL —K— FENCE RIGHT OF WAY (PROPOSED) — FOUNDATION 0' 20' 40' SCALE: 1" = 20' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT PAVING PLAN 108TH 13+00 TO 108TH 18+00 NOVEMBER 2021 DRAWING NO 1 C2.21 SHEEING: OF 137 XXXX R-4214137 �r 322305-9082 /� GO ro CO 1S1.26 911710-0160 ' GO 1 C6-21 O)�s 108TH 30+21.11,40.00' LT O EX ROW i 5.0' 1 108TH 30+31.11, 35.03' LT 0 '4.0' F I q N108TH 30+82.85, 29.57' LT END 1 108TH 29+66.11, 29.48' LT I 1 108TH 30+82.85, 26.5T LT BEGIN 26+00 108TH AVE SE (SR 515) zs+DD 108TH29+66.11,26.48'LT 30+0031 13 31+00 - - - — - - — - - 32+00 (108TH-LINE) — — — — — — — — — — — — — — 1 EX ROW J 322305-9070 60% SUBMITTAL Is vaC�bS g� DRMYN P.ENG �Of W. MNWN: wLCOx , °T L9 King County N pi CHECKED `.FORM' PNG,ECTNM E18 METRO °.�B pr�tyg4p0� S.FORMAN E00588E18 'N�GNAL CHECKED' CONTRACTNO'. Ne. REVGIOv BY APPD DATE METRO PROJECT ENGINEER CXX%RRRRX 3T+00+00 NOTES 1. SEE SHEET IC2.00 FOR PAVING GENERAL NOTES. PAVING NOTES (CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 OCEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 (PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64-03 OCEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102 (CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS 5 NOTED) PER CITY OF RENTON STD PLANS 104,104.2,104.4, AND 104.5 (CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE TYPE AS 6 NOTED PER CITY OF RENTON STD PLANS 104.1 AND 104.3 ODOWELED CURB PER METRO STD DETAIL D109 (RAISED BIKE LANE AT STATION, SEE DETAIL A/105.01 (CEMENT CONCRETE BUS PAD (10" PCCP CLASS C-1 OVER 6" CSBC) PER METRO STD DETAIL 2JD108A (CEMENT CONCRETE CROSSWALK (I On ACP CLASS B OVER 6" CSBC) 10 PER CIVIL DETAIL ON SHEET 1.C5.02 11 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-03 12 WOOD FENCE 13 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02 GASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL.1/2IN, PG 14 58H22 OVER 4-IN CSBC. SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. RELOCATE 15 EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH RECEPTACLE. i6 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 105.02. PAVING LEGEND OHMA FULL DEPTH CEMENT CONCRETE CEMENT CONCRETE CROSSWALK DOWNTOWN CEMENT CONCRETE SIDEWALK LANDSCAPING I LINE STATION AREA RETAINING WALL PEDESTRIAN HANDRAIL —K— FENCE RIGHT OF WAY (PROPOSED) — FOUNDATION 0' 20' 40' SCALE: 1" = 20' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT PAVING PLAN 108TH 28+00 TO 108TH 33+00 NOVEMBER 2021 MWING NO 1 C2.22 SHEETNO: C£ 138 XXXX R-4214138 E3 52+00 t q V LP 322305-9035 16 108TH 53+44.43, 39.93'T L d EX ROW 4 0 O0o %1 r�1I1NTM S.IN]AA 1001'IT I ,i I / LLI in 1 108TH 53*33.59, 29.43' LT I 108TH 54+65.44, 26.43' LT BEGIN 4 I I 108TH 33+33.59, 26.43LT 1 I I 108TH AVE SE (SR 515) 53+00 54+00 — — 55+00 (108TH-LINE) -------------- 131.29 Q ---� G° T EX ROW 662340-0101 60% SUBMITTAL R-,WK N BY I AFRO I DATE SEE VOLUME 2 FOR CITY OF KENT IMPROVEMENTS 56+00 57+00 NOTES 1. SEE SHEET IC2.00 FOR PAVING GENERAL NOTES. DAX/IAIG NIl1TLC (CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 O2 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 OCEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102 (CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS 5 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 ODOWELED CURB PER METRO STD DETAIL D109 ORAISED BIKE LANE AT STATION, SEE DETAIL A1105.O1 (CEMENT CONCRETE BUS PAD (10" PCCP CLASS C-1 OVER 6" CSBC) PER METRO STD DETAIL 2JD108A (CEMENT CONCRETE CROSSWALK (10" ACP CLASS B OVER 6" CSBC) 10 PER CIVIL DETAIL ON SHEET 1.C5.02 11 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-03 12)WOOD FENCE 13 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02 (ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL.1/2IN. PG 14 58H220VER 4-IN CSBC. SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. RELOCATE 15 EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH RECEPTACLE. i6 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET 105.02. �Iz PAVING LEGEND z � OHMA FULL DEPTH b w CEMENT CONCRETE d CEMENT CONCRETE CROSSWALK O �RNi O tl DOWNTOWN CEMENT CONCRETE SIDEWALK 662340-0107 / SEE VOLUME2,SEET2C2.01 tl ( FOR IMPROVEMENTS IN G I 0 THE CITY OF KENT N LANDSCAPING M N GV� d Q o LINE STATION AREA e O II RETAININGWALL I I II PEDESTRIAN HANDRAIL FENCE I I ( III RIGHT OF WAY (PROPOSED) II FOUNDATION 0' 20' 40' SCALE: 1" = 20' DESIGNED. WPRMD DATE METRO TRANSIT CAPITAL DIVISION NOVEMBER 2021 Jacobs DA. RAM PENS RAPIDRIDE I LINE � T° ``�, King County b m c. WILCOX CHECKED: PROUECTNO: RENTON E DRAWING NO S. roRMra E00588E18 METRO PAVING PLAN 1C2.23 CHECKED GDNCRAJ77 °' 108TH 52+00 TO 108TH 57+00 7HFFTx0: or METRO PROJECT ENGINEER CXXXXXXXX 139 XXXX R-4214139 BENCH,TYP } TECH PYLON, SEE SHEET J FSI-105-00-003/02 IN TECH PYLON DRAWING PACKAGE TRASH RECEPTACLE 10'x10' CLEAR ADA FRONT DOOR BOARDING AREA HARD -WIRED PEDESTRIAN Li LUMINAIRE, TYP, SEE LIGHTING DRAWINGS ///��i� '(M SEE CIVIL DRAWINGS FOR PAVING DETAILS � ADJACENT TO STATION �II PLAT B 5'-0" 36.01 CLR BIKE RACK, TVP f Z "' • i. Z 6i Y I I l ly ♦ I (J i Of t '° n • U 9c p S6.01 BUS ZONE FLAG SIGN TO BE INSTALLED BY OWNER SEE CIVIL DRAWINGS FOR PAVING ' A 11 S4.01 1 LINE RAPIDRIDE STANDARD STATION —LARGE RAPIDRIDE SHELTER RR2 WINDSCREEN —ACCESSIBLE WAITING AREA (Z-6" x 4') 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 a HLL> YiY yN POWER brow ULLU mU. 0 PEDESTAL, SEE O 5 m� 2� w r ELECTRICAL w LL O w F F O a m w DRAWINGS � O a LL p NOF 4' r" - 'j Ob S 01 SEE CIVIL DRAWINGS FOR PAVING DETAILS ADJACENT TO STATION PLATFORM BIKE RACK, TYP CONTINUOUS PAINTED CURB ALONG BUS ZONE STATION TIER 1 SCALE: NTS MEDIUM RAPIDRIDE SHELTER RR2 WINDSCREEN BENCH, TYP ACCESSIBLE WAITING AREA (2'£" x 4') TECH PVLONSEE SHEET MEDIUM RAPIDRIDE SHELTER RR2 W/ FSI-105-00-003/02 IN TECH LARGE FOUNDATION, SEE SHEET PYLON DRAWING PACKAGE FSI-105-00-004/001 IN RAPIDRIDE 2 KIT OF PARTS DRAWING PACKAGE TRASH RECEPTACLE HARD -WIRED PEDESTRIAN LUMINAIRE, TYP, SEE LIGHTING DRAWINGS 10'x10' CLEAR ADA FRONT DOOR BOARDING AREA a Q00 I m m w HARD -WIRED PEDESTRIAN w F U LUMINAIRE, TYP, SEE � o 0100� LIGHTING DRAWINGS B ' Q 0 w LL 0 O At 86.01 CLR A: p] ' I 1. f y i Q U c a e •d --"�-' - '7T POWER PEDESTAL, io SEE ELECTRICAL DRAWINGS A _ S6.01 1� BUS ZONE FLAG SIGN TO 1' BE INSTALLED BY OWNER SEE CIVIL DRAWINGS FOR PAVING CONTINUOUS PAINTED CURB ALONG BUS ZONE C / 1 S4.01 1 LINE RAPIDRIDE STANDARD STATION STATION TIER 2 SCALE: NTS 60% SUBMITTAL N_ I RENSION BY I APP'D I DATE LARGE RAPIDRIDE SHELTER RR2 WINDSCREEN LARGE RAPIDRIDE SHELTER RR2 IN MIRRORED CONFIGURATION, SEE SHEET FSI-105-00-004/001 IN RAPIDRIDE 2 KIT OF PARTS DRAWING PACKAGE TRASH RECEPTACLE 10'x10' CLEAR ADA FRONT DOOR BOARDING AREA HARD -WIRED PEDESTRIAN LUMINAIRE, TYP, SEE LIGHTING DRAWINGS SEE CIVIL DRAWINGS FOR PAVING DETAILS ADJACENT TO STATION PLATFORM BIKE RACK, TYPE DO U" io BUS ZONE FLAG SIGN TO AlQG6iVd11�•] lBPi7.Iq. SEE CIVIL DRAWINGS �7•]A;7.IT/IOLH Jacobs A ;yA GENERAL LARGE RAPIDRIDE 1. SHELTER RR2 RAPIDRIDE 2. SHELTER SHELTER RR2, SEE SHEET RR2, SE IN 3. 1 I NOTES UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. TYPICAL LAYOUTS ARE REPRESENTED ON THIS SHEET. SEE SPECIFIC PLATFORM PLANS FOR LAYOUT VARIATION. RAILING AND BOLLARDS MAY NOT BE INSTALLED AT ALL ZONES. SEE SPECIFIC PLATFORM PLANS FOR LOCATIONS AND TYPES OF RAILINGS RAPIDRIDE 2 KIT PARTS AND BOLLARDS. DRAWING PACKAGE 4. ALL BUS STATION AMENITIES SHALL BE MINIMUM 1'-0' CLEAR FROM THE BACK OF PLATFORM. TECH PYLON, SEE HARD -WIRED PEDESTRIAN 5. BIKE RACKS SHALL BE MINIMUM 2'-0" CLEAR FROM BACK OF SIDEWALK, SHEET FSI-105-00-003/02 LUMINAIRE, TYP, SEE WHERE OCCURS PER PLAN. LIGHTING DRAWINGS IN TECH PYLON DRAWING PACKAGE n POWER PEDESTAL, Y w BENCH, TYP ' Q ui SEE ELECTRICAL m 0 U ¢ U N toDRAWINGS r O w m B_ 4Q LARGE ' rca°�z H Og=� m B RAPIDRIDE 0- LL LL 86.01 C R SHELTER RR2 4 N O� WINDSCREEN 4' l r i. ii e' ____________ ,.'tea __�__.____,.__� C 1 LINE RAPIDRIDE STANDARD STATION STATION TIER 1L SCALE: NITS TECH PYLON, SEE SHEET FSI-105-00-003/02 IN TECH PYLON DRAWING PACKAGE 1O'x10' CLEAR ADA FRONT DOOR BOARDING AREA SOLAR POWERED PEDESTRIAN LUMINAIRE, TYP, SEE LIGHTING DRAWINGS 5' S6.01 B 11 S4.01 AREA (Z-6 x 4') m J O 11 • 1. L~i g i^6 • p 1 pl n 56.01 BIKE RACK TYP C SEE CIVIL DRAWINGS FOR 56.01 PAVING DETAILS ADJACENT TO STATION PLATFORM ' CONTINUOUS PAINTED CURB ALONG BUS ZONE CONTINUOUS DETECTIBLE WARNING ALONG BUS ZONE ACCESSIBLE WAITING AREA (2'-6" x 4') 0 y K LL O � Y tN gay LL 00z wOw O < SEE CIVIL DRAWINGS FOR PAVING BUS ZONE FLAG SIGN TO BE INSTALLED BY BUS ZONE FLAG SIGN To BE INSTALLED BY OWNER SEE CIVIL DRAWINGS FOR PAVING J [CONTINUOUS PAINTED D / 1 54.01 CURB ALONG BUS ZONE 1 LINE RAPIDRIDE STANDARD STATION STATION TIER 3 SCALE: NTS DESIGNED: M`ROVED: of WASN> J. VONG P. ENO P/G SET B. V0 0��'T DRRWN: �c� J. BAKKE L9 King County CHECKED'. %261ECi N0: C J. CHECKED E0NMCT8 METRO IaN>E%PA �v� CHEGNED: CDN1flPCi NO: 1 LINE RAPIDRIDE STANDARD STATION STATION TIER 3 LOW SCALE: NTS METRO TRANSIT CAPITAL DIVISION RAPIDRIDE 1 LINE RENTON SEGMENT TYPICAL STATION LAYOUT NOVEMBER 2021 1 S3.01 NO, OF 140 XXXX R-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 1$6.01 FOR BENCH, TRASH CAN, AND BIKE RACK DETAILS. 12. SEE SHEET 1S5.01 FOR PEDESTRIAN GUARDRAIL AND BOLLARD DETAILS. p2 NEW SITE FURNITURE/FIXTURE NOTES 1. BENCHES, LITTER RECEPTACLES AND BIKE LOOPS: METRO TRANSIT WILL FURNISH, TRANSPORT AND INSTALL THE SITE FURNITURE AT EACH BUS ZONE. i 2. PEDESTRIAN LIGHT POLES AND LUMINARIES: CONTRACTOR SHALL BE RESPONSIBLE TO INSTALL FOUNDATIONS FOR PEDESTRIAN LIGHT POLES AND LUMINARIES. TASKS SHALL INCLUDE PROVIDING AND INSTALLING J-BOLTS, CONDUITS, GROUNDING RODS, REBARS, AND OTHER MATERIALS FOR THE FOUNDATIONS. OBTAIN LIGHT POLE BASE BOLT CIRCLE PRIOR TO SETTING FOUNDATIONS. UNLESS STATED OTHERWISE ON THE ELECTRICAL SITE PLANS, METRO TRANSIT WILL SUPPLY PEDESTRIAN LIGHT POLES AND LUMINARIES. CONTRACTOR SHALL PICK UP AND TRANSPORT THE LIGHTING HARDWARE FROM METRO SOUTH FACILITIES TO A EACH PROJECT SITE. METRO'S SOUTH FACILITIES IS LOCATED AT 11911 EAST MARGINAL WAY S, BUILDING C, TUKWILA, WASHINGTON 98168. CONTACT MATT RAWSON AT (206) 263-5681 AT LEAST 72 HOURS IN ADVANCE. CONTRACTOR SHALL PROVIDE ALL HARDWARE AND CONDUCTORS REQUIRED TO CONNECT AND THE PEDESTRIAN LUMINARIES TO THE POWER PEDESTAL OR OTHER POWER SOURCEAS SHOWN ON 0 ELECTRICAL PLANS AND TO MAKE THE LUMINARIES FUNCTIONAL. rc 3. BUS SHELTERS, RAPIDRIDE TECHNOLOGY PYLONS, AND BLADE MARKERS: METRO TRANSIT WILL PROVIDE, TRANSPORT, AND INSTALL THE FIXTURES/FURNITURE UPON COMPLETION OF THE SITE WORK, INCLUDING o THE POWER CONNECTION FROM THE FOUNDATIONS TO THE FIXTURES/FURNITURE. CONTRACTOR SHALL PROVIDE CONDUITS AND PULL CONDUCTORS BETWEEN POWER SOURCE AND THE FOUNDATIONS. x 4. BUS SIGNS, UNLESS OTHERWISE SPECIFICALLY INDICATED ON THE DRAWINGS, METRO TRANSIT WILL FURNISH AND INSTALL BUS SIGNS AT THE ZONES. 3 & 5. OTHER FURNITURE AND HARDWARE NOT MENTIONED IN THIS LIST: FURNISH AND INSTALL OTHER FURNITURE/HARDWARE NOT LISTED BUT SHOWN ON THE DRAWINGS. i z 0 V 0 w a 0 rc A x z 0 h Z� O K 0 O to st ip O 8 O N_ KQ 5 3 `o.y$ S=m >y GESIGXEU'. pPpR04E0: q 60% SUBMITTAL WN Saco s A. VILLAR P. ENG King County C. ECKEDwOx D RQE q METRO �ox it S. FORMAN E00588E18 CHECKED: COMFACTNO'. p w No. RE": ISIGv BY GPPD J:TE METRO PROJECT ENGINEER G)JOCO I METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT STATION GENERAL NOTES NOVEMBER 2021 DR ING NO'. sHE*xoSD1F.00 141 XXXX R-421414 R-4214142 1 9 STATION 46465 (IB) AMENITIES DESCRIPTION TYPE OTY RAG 1 SCHEDULE HOLDER 1 I U) LLI I L Q z Z < 0 cq KID RENTON TRANSIT CENTER LEl STATION PLAN S 2ND ST Im fA Tn W LU Q Q rn fn Q W all (D Q LLI O o 'a W all Z Q J S 3RD ST O] � �77 1 71 LOCATION MAP STATION 46465 (IB) EXISTING RAPIDRIDE STATION (BAY 3) — sD sO _ ❑ ❑ DESIGNED. APFROKED: 60% SUBMITTAL vaC�bS DA. RAM P. ENG �ywes�, ONAWI+: , °T King County b °y C. CHECKED ' RRD,ED.ND: METRO S.FORMAN E00588E18 '41D]fAyy� CHECKED: CCMFACTNO'. ND. REvrlov Ev APP�D SATE METRO PROJECT ENGINEER C)JCD X NOTES 1. SEE SHEET IS1.00 FOR GENERAL STATION NOTES. STATION NOTES iO EXISTING STATION. MODIFY SIGN TO I LINE STATION. OSHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG 51.01-S2.22 (D TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 OPEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 OSTEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 (D BOLLARD PER DETAIL C ON SHEET 1S5.01 STATION LEGEND I LINE STATION AREA BOUNDARY PEDESTRIAN LUMINAIRE 1 BUS FLAG (WITHIN STATION BOUNDARY) ® ADA CLEAR LANDING ZONE MIDDLEIBACK DOOR LANDING ZONE 0 TRASH RECEPTACLE TECH PYLON ® BENCH �f SHELTER — FOUNDATION 0 POWER PEDESTAL F O HANDHOLE cam® BIKE RACK RETAINING WALL PEDESTRIAN GUARDRAIL • BOLLARD DETECTABLE WARNING SURFACE 00 RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) N 0' 5' 10, SCALE: 1' = 5' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT STATION PLAN ID# 46465 NOVEMBER 2021 1S1.02 ND: DF 143 XXXX R-4214143 R-4214144 1 9 STATION 46440 (IB) AMENITIES DESCRIPTION TYPE QTY FLAG 1 SCHEDULE HOLDER 1 S 3RD ST (3RD-LINE) 26+00 SUNSET BLVD LOCATION MAP S 3RD ST S 3RD PL STATION 46440 (IB) EXISTING RAPIDRIDE x STATION 55' h rc o _ a -- x 0 N_ KQ 5 3 �$ STATION PLAN wz >y omicxm. nsaaovEo: 60% SUBMITTAL -.. DRA.kmR P. ENS WN Saco s � o ro King County "o u a Y CHwILCOx ECKED o w a camxm aawscTxo METRO o x O.�B Or .�g490 S. 588E18 N E00 WW '%lpNAy$� CHECKED nml(m: COMFACTNO'. pw No RE'dGGv BY FPF'p B:TE METRO PROJECT ENGINEER CXX%%%%%X NOTES 1. SEE SHEET IS1.00 FOR GENERAL STATION NOTES. STATION NOTES iO EXISTING STATION. MODIFY SIGN TO I LINE STATION. OSHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG 51.01-S2.22 (D TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 OPEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 OSTEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 (D BOLLARD PER DETAIL C ON SHEET 1S5.01 STATION LEGEND I LINE STATION AREA BOUNDARY PEDESTRIAN LUMINAIRE 1 BUS FLAG (WITHIN STATION BOUNDARY) ® ADA CLEAR LANDING ZONE MIDDLEIBACK DOOR LANDING ZONE 0 TRASH RECEPTACLE TECH PYLON ® BENCH �f SHELTER — FOUNDATION 0 POWER PEDESTAL F O HANDHOLE cam® BIKE RACK RETAINING WALL PEDESTRIAN GUARDRAIL • BOLLARD DETECTABLE WARNING SURFACE 00 RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) N 0' 5' 10, SCALE: � METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT STATION PLAN ID# 46440 NOVEMBER 2021 1S 1.04 � 145 XXXX R-4214145 STATION 59891 (OB) AMENITIES DESCRIPTION TYPE OTY FLAG 1 SCHEDULE HOLDER 1 9 h � I � h JB❑ z 0 x 0 F7 l 1 \/T n JB ❑ 4 � Q/ D O O RAINIER AVE S LOCATION MAP _ RAINIER AVE S (RAI-LINE) STATION 59891 (OB) EXISTING RAPIDRIDE STATION 55' STATION PLAN a 11 D DESIGNED ASRROKED: 60% SUBMITTAL vaC�bS DRAM P. END �ywAs�, Dvnx++: , °T King County b °y C. CHECKED a `.FORM RRD,m.ND: METRO S.FORMAN CONTRAE00CTING 'TlONAL� cnml(m: CDMFACTNO'. PEvriov Ev nPvD SATE METRO PROJECT ENGINEER c)JCD RX NOTES 1. SEE SHEET IS1.00 FOR GENERAL STATION NOTES. STATION NOTES iO EXISTING STATION. MODIFY SIGN TO I LINE STATION. OSHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG 51.01-S2.22 (D TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 OPEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 OSTEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 (D BOLLARD PER DETAIL C ON SHEET 1S5.01 STATION LEGEND I LINE STATION AREA BOUNDARY PEDESTRIAN LUMINAIRE 1 BUS FLAG (WITHIN STATION BOUNDARY) ® ADA CLEAR LANDING ZONE MIDDLEIBACK DOOR LANDING ZONE 0 TRASH RECEPTACLE (____;♦ TECH PYLON ® BENCH �1• SHELTER — FOUNDATION 0 POWER PEDESTAL F O HANDHOLE cam® BIKE RACK RETAINING WALL PEDESTRIAN GUARDRAIL • BOLLARD 00 DETECTABLE WARNING SURFACE RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) 0' 5' 10, SCALE: 1' = 5' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT STATION PLAN ID# 59891 NOVEMBER 2021 1S1.05 ND: aR 146 XXXX R-4214146 9 STATION 59870 (IB) AMENITIES DESCRIPTION TYPE OTY FLAG 1 SCHEDULEHOLDER 1 J x SHA7TU CO CFAPFS h RAINIER AVE S LOCATION MAP STATION 59870 (IB) EXISTING RAPIDRIDE STATION RAINIER AVE S - --- 26+00 _ - - (RAI-LINE) - ---- - - STATION PLAN 60% SUBMITTAL ON a No. R7,ISMA BY APP'0 -ATE B�GXAL P. ENS King County METRO PaaE6ENo E00558E18 METRO PROJECT ENGINEER ICXXXX%RRX NOTES 1. SEE SHEET IS1.00 FOR GENERAL STATION NOTES. STATION NOTES iO EXISTING STATION. MODIFY SIGN TO I LINE STATION. OSHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG 51.01-S2.22 (D TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 OPEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 OSTEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 (D BOLLARD PER DETAIL C ON SHEET 1S5.01 STATION LEGEND I LINE STATION AREA BOUNDARY PEDESTRIAN LUMINAIRE 1 BUS FLAG (WITHIN STATION BOUNDARY) ® ADA CLEAR LANDING ZONE MIDDLEIBACK DOOR LANDING ZONE 0 TRASH RECEPTACLE TECH PYLON ® BENCH �f SHELTER — FOUNDATION 0 POWER PEDESTAL F O HANDHOLE cam® BIKE RACK RETAINING WALL PEDESTRIAN GUARDRAIL • BOLLARD DETECTABLE WARNING SURFACE 00 RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) D' 5' 10, SCALE: 1' = 5' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT STATION PLAN ID# 59870 NOVEMBER 2021 1S1.06 N¢ a 147 XXXX R-4214147 R-4214148 R-4214149 1 9 STATION 59841 (IB) AMENITIES DESCRIPTION TYPE OTY SHELTER FOUNDATION LARGE 1 SHELTER LARGE 1 REARWINDSCREEN 1 LEFTWINDSCREEN 1 RIGHTWINDSCREEN 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 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 BIKERACK 3 BOLLARD 0 PEDESTRIAN GUARDRAIL 0 23+0p -------- -------- - S GRADY WAY (GRA-LINE) -- —-- — _ _ STATION PLAN 60% SUBMITTAL DESIGNED Jacobs AMLLAR DRkm C. WILCOX CHECKED: it S. FORMANNo. R7d;1Gv BY APPD DATE CHECKED METRO PROJECT ENGINEER tS CID C) V S GRADY WAY CID Of H- O m LOCATION MAP 24+00 P. ENG King County METRO PHaEC.RD E00558E18 �� NOTES 1. SEE SHEET IS1.00 FOR GENERAL STATION NOTES. STATION NOTES iO EXISTING STATION. MODIFY SIGN TO I LINE STATION. OSHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG 51.01-S2.22 (D TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 OPEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 OSTEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 OBOLLARD PER DETAIL C ON SHEET 1S5.01 STATION LEGEND I LINE STATION AREA BOUNDARY PEDESTRIAN LUMINAIRE 1 BUS FLAG (WITHIN STATION BOUNDARY) ® ADA CLEAR LANDING ZONE MIDDLEIBACK DOOR LANDING ZONE 0 TRASH RECEPTACLE TECH PYLON ® BENCH �f SHELTER — FOUNDATION 0 POWER PEDESTAL F O HANDHOLE cam® BIKE RACK RETAINING WALL PEDESTRIAN GUARDRAIL • BOLLARD DETECTABLE WARNING SURFACE RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) o s 10, 0 SCALE: METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT STATION PLAN ID# 59841 NOVEMBER 2021 1S1.09 ND: aF 150 XXXX R-4214150 N 0 o� q _m NE S EGA w�A R aE V } J 1 Im STATION 55936 (OB) AMENITIES STATION 55936 (OB) AMENITIES STATION 55936 (OB) AMENITIES SCHEDULE HOLDER 1 PEDESTRIAN LUMINAIRE 2 TECH PYLON FOUNDATION FOUNDATION PEDESTRIAN LUMINAIRE HARDWIRED 2 TECH PYLON 1 CURB PAINT 1 RTIS 2 ORCA CARD READER MOUNTED TO TECH PYLON 7 TRASH RECEPTACLE 1 FREESTANDING BENCH 2 RAPORIDE MAP CASE 1 TEXT TO SPEECH BIKE RACK 3 PLACARD 1 BOLLARD 12 ORIGIN SIGN 1 PEDESTRIAN GUARDRAIL 0 23+00 S GRADY WAY (GRA-LINE) DESCRIPTION TYPE QTY SHELTER FOUNDATION LARGE 1 SHELTER LARGE 1 REARWINDSCREEN 1 LEFTWINDSCREEN 0 RIGHTWINDSCREEN 1 REAR WINDSCREEN WITH LEAN RAIL 1 FLAG 1 FLAG POST 1 ROUTE HOLDER 1 h L S GRADY WAY LOCATION MAP GO NOTES 1. SEE SHEET IS1.00 FOR GENERAL STATION NOTES. STATION NOTES iO EXISTING STATION. MODIFY SIGN TO I LINE STATION. OSHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG 51.01-S2.22 (D TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 OPEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 OSTEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 (D BOLLARD PER DETAIL C ON SHEET 1S5.01 STATION LEGEND I LINE STATION AREA BOUNDARY PEDESTRIAN LUMINAIRE 1 BUS FLAG (WITHIN STATION BOUNDARY) ® ADA CLEAR LANDING ZONE MIDDLEIBACK DOOR LANDING ZONE 0 TRASH RECEPTACLE TECH PYLON ® BENCH �f SHELTER — FOUNDATION 0 POWER PEDESTAL F O HANDHOLE cam® BIKE RACK RETAINING WALL PEDESTRIAN GUARDRAIL • BOLLARD DETECTABLE WARNING SURFACE — — — RIGHT-OF-WAY(EXISTING) RIGHT-OF-WAY (PROPOSED) LT • • • •... '• • • • • \ GRA 23+63.64, 61.00' R BOLLARDS (12) AT 9ON CENTER ELEV 30.71 GRA 22+97.66, 62.00' RT GRA 23+09.50, 61.DO' RT 2 GRA 23+35.73, 60.90' RT 3 GRA 23+48.80, 60.92' RT 6 ELEV 30.92 0' 5' 10, STATION PLAN SCALE: 1'=5' DESIGNED'. APPROKE0: DATE: o METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL vaCObS DALAR P.ENG RAPIDRIDE I LINE NovEMeERzoz1 RFWNKing County C.WILCDXCHECKED: PROJECTND: ���RO RENTON SEGMENT K pNWING NOit S.FORMAN E00588E18 STATION PLAN 1S1.10 ND. R[Vr OV BY APP'D DATE CHECKED_ CONTRACTNO'. ID#55936 SXEETNO OF METRO PROJECT ENGINEER G)JOCKRRX 151 XXXX R-4214151 N �o 4szE S EK' 0 E0 �6p�¢ E STATION 59934 (OB) AMENITIES DESCRIPTION TYPE OTY FLAG 1 RAG POST 1 SCHEDULE HOLDER 1 CURB PAINT 1 BOLLARD 0 PEDESTRIAN GUARDRAIL 0 F- F_ = SMITHERSAVES co LID co co Res BENSON DR S TALBOT RD S S PUGET DR LOCATION MAP NOTES 1. SEE SHEET IS1.00 FOR GENERAL STATION NOTES. STATION NOTES iO EXISTING STATION. MODIFY SIGN TO I LINE STATION. OSHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG 51.01-52.22 (D TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG 53.01 OPEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 OSTEM WALL PER RAPIDRIDE 2 STD DWG 52.22, DETAIL 5 (D BOLLARD PER DETAIL C ON SHEET 1S5.01 STATION LEGEND I LINE STATION AREA BOUNDARY PEDESTRIAN LUMINAIRE 1 BUS FLAG (WITHIN STATION BOUNDARY) ® ADA CLEAR LANDING ZONE MIDDLEIBACK DOOR LANDING ZONE 0 TRASH RECEPTACLE TECH PYLON ® BENCH �f SHELTER — FOUNDATION 0 POWER PEDESTAL F \ SD O HANDHOLE s0 � coo BIKE RACK \ SD RETAINING WALL \ SS \ SD SD PEDESTRIAN GUARDRAIL \SS\SS \30 • BOLLARD \SS \SD \ SS \ SD DETECTABLE WARNING SURFACE \ S — — RIGHT-OF-WAY(EXISTING) SS SS \ RIGHT-OF-WAY (PROPOSED) SS \ SS \ -- \ SS \ \ 35+00 — — s� 60% SUBMITTAL No. I REvrION I By 14PPU I BATE SS BENSON DR S (SR 515) (TAL-B-LINE) STATION PLAN --- ` .jacobs it P. ENG King County METRO PaaE6ENo E00558E18 METRO PROJECT ENGINEER ICXXXX%RRX 0' S' 10, SCALE: 1' = 5' METRO TRANSIT CAPITAL DIVISION F- RAPIDRIDE I LINE I NOVEMBER2021 RENTON SEGMENT STATION PLAN ID# 59934 152 XXXX R-4214152 1 N STATION 59830 (IB) AMENITIES DESCRIPTION TYPE OTY FLAG 1 FLAG MST 1 SCHEDULE HOLDER 1 CURB PANT 1 BOLUAD 0 PEDESTRIAN GUARDRAIL 0 TIER3(LO ) F— 1� = SMITHERS Aco VE S co co Res BENSON DR S TALBOT RD S S PUGET OR LOCATION MAP NOTES 1. SEE SHEET IS1.00 FOR GENERAL STATION NOTES. STATION NOTES iO EXISTING STATION. MODIFY SIGN TO I LINE STATION. OSHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG 51.01-S2.22 (D TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 OPEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 OSTEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 (D BOLLARD PER DETAIL C ON SHEET 1S5.01 STATION LEGEND I LINE STATION AREA BOUNDARY PEDESTRIAN LUMINAIRE 1 BUS FLAG (WITHIN STATION BOUNDARY) ® ADA CLEAR LANDING ZONE MIDDLEIBACK DOOR LANDING ZONE 0 TRASH RECEPTACLE TECH PYLON ® BENCH �f SHELTER — FOUNDATION 0 POWER PEDESTAL F O HANDHOLE cam® BIKE RACK RETAINING WALL PEDESTRIAN GUARDRAIL • BOLLARD DETECTABLE WARNING SURFACE 00 — — — RIGHT-OF-WAY(EXISTING) RIGHT-OF-WAY (PROPOSED) 37,00 BENSON DR S (SR 5 5 - — - � - - (TAL-B-LINE) Z 0' 5' 10, STATION PLAN SCALE: 1'=5' DESIGNED'. APPROKE0: DATE: o METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL vaCObS g� CRAM P.ENG RAPIDRIDE I LINE NovEMBERzoz1 �N W DRFWNC. WILCOX °T King County b °y CHECKED: PRWECTNO: METRO RENTON SEGMENT a pNWING NO '. °�+s°,;"sso r� S.FORMAN E00588E18 STATION PLAN 1S1.12 No. R[Vr OV Dv APP'D DATE BBAONAy> 0 CHECKED_ CONTRACTNO'. ID#59830 SXEETNO OF METRO PROJECT ENGINEER G)JOGDRRX 153 XXXX R-4214153 1 N STATION 60366 (IB) AMENITIES DESCRIPTION TYPE OTY FLAG 1 FLAG POST 1 SCHEDULE HOLDER 1 CURB PANT 1 BOLLARD B PEDESTRIAN GUARDRAIL B f, E-' 98.73, 28.35' LT ELEV 193.83 — — 10, _12, _LLL_ S� DR S I P`g0� CRE Q N� LOCATION MAP NOTES 1. SEE SHEET iS1.00 FOR GENERAL STATION NOTES. STATION NOTES iO EXISTING STATION. MODIFY SIGN TO I LINE STATION. OSHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG 51.01-S2.22 (D TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 OPEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 OSTEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 (D BOLLARD PER DETAIL C ON SHEET 1S5.01 STATION LEGEND I LINE STATION AREA BOUNDARY PEDESTRIAN LUMINAIRE 1 BUS FLAG (WITHIN STATION BOUNDARY) ® ADA CLEAR LANDING ZONE MIDDLEIBACK DOOR LANDING ZONE 0 TRASH RECEPTACLE TECH PYLON ® BENCH �f SHELTER — FOUNDATION 0 POWER PEDESTAL F O HANDHOLE cam® BIKE RACK RETAINING WALL PEDESTRIAN GUARDRAIL • BOLLARD 00 DETECTABLE WARNING SURFACE — — — RIGHT-OF-WAY(EXISTING) RIGHT-OF-WAY (PROPOSED) TAL-2126+10.72, 18.4Z LT ELEV 42'LT193.69 TAL-2125+98.ELEV 193.01 ELEV STATION 60366 (IB) TALBOT RD S 26+00 TIER 3(LOW) J (TAL-21-LINE) - - - - - - - 0' / 5' 10, STATION PLAN SCALE: 1' = 5' DESIGNED'. APPROKEO: DATE: o METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL vaCObS DRAILA P.ENG RAPIDRIDE I LINE NovEMBERzoz1 RFWNKing County C.WILCDXCHECKED: PRWECTND: DRAWING NDMETRO RENT N E MENTit S.FORMFN E00588E18 STATION PLAN 1S1.13 No. R[Vr OV Dv APP'D DATE CHECKED_ CDMFACTN°. ID#60366 GXEETNO OF METRO PROJECT ENGINEER G)JODDDDX 154 XXXX R-4214154 R-4214155 1 N STATION 59951 (OB) AMENITIES DESCRIPTION TYPE OTY FLAG 1 FLAG POST 1 SCHEDULE HOLDER 1 BOLURD D CURB PAINT 1 PEDESTRIAN GUARDRAIL fib LF 0 CO rA�BOTRD CO���o S LOCATION MAP TALBOT RD S 57+00 F _ _ _ _ (TAL-21-LINE) STATION PLAN NOTES 1. SEE SHEET IS1.00 FOR GENERAL STATION NOTES. STATION NOTES iO EXISTING STATION. MODIFY SIGN TO I LINE STATION. OSHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG 51.01-S2.22 (D TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 OPEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 OSTEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 (D BOLLARD PER DETAIL C ON SHEET 1S5.01 STATION LEGEND I LINE STATION AREA BOUNDARY PEDESTRIAN LUMINAIRE 1 BUS FLAG (WITHIN STATION BOUNDARY) ® ADA CLEAR LANDING ZONE MIDDLEIBACK DOOR LANDING ZONE 0 TRASH RECEPTACLE TECH PYLON ® BENCH �f SHELTER — FOUNDATION 0 POWER PEDESTAL F O HANDHOLE cam® BIKE RACK RETAINING WALL PEDESTRIAN GUARDRAIL • BOLLARD DETECTABLE WARNING SURFACE 00 — — — RIGHT-OF-WAY(EXISTING) RIGHT-OF-WAY (PROPOSED) 0' 5' 10, SCALE: V = 5' o METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL vaCObS DRAWN P.ENG RAPIDRIDE I LINE NovEMBERzoz1 MNWNKing County c.wucoxCHECKED PRWECTNN, ���RO RENTON SEGMENT ''(pNWING NOit S.FORMAN EM566E18 STATION PLAN 1S1.15 No. RZVr OV BY APPD SATE CHECKED GCWRA6TN0. ID#59951 NEETNO OF METRO PROJECT ENGINEER CX%RRRRX 156 XXXX R-4214156 1 N STATION 60359 (8) AMENITIES DESCRIPTION TYPE OTY FLAG 1 FLAG POST 1 SCHEDULE HOLDER 1 CURB PAINT 1 L0D 0 PEDESTRIAN GUARDRAIL 0 RD S 5o LOCATION MAP NOTES 1. SEE SHEET IS1.00 FOR GENERAL STATION NOTES. STATION NOTES iO EXISTING STATION. MODIFY SIGN TO I LINE STATION. OSHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG 51.01-S2.22 (D TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 OPEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 OSTEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 (D BOLLARD PER DETAIL C ON SHEET 1S5.01 STATION LEGEND I LINE STATION AREA BOUNDARY PEDESTRIAN LUMINAIRE 1 BUS FLAG (WITHIN STATION BOUNDARY) ® ADA CLEAR LANDING ZONE MIDDLEIBACK DOOR LANDING ZONE 0 TRASH RECEPTACLE TECH PYLON ® BENCH �f SHELTER — FOUNDATION 0 POWER PEDESTAL F O HANDHOLE cam® BIKE RACK RETAINING WALL PEDESTRIAN GUARDRAIL • BOLLARD DETECTABLE WARNING SURFACE — — — RIGHT-OF-WAY(EXISTING) RIGHT-OF-WAY (PROPOSED) TALBOT RD_S 57+00 - - - - — - (TAL-21-LINE) — — r — 0' 5' 10, TAL-21 57+11.01,15.70' RT STATION PLAN ELEV 100.78 SCALE: 1' = 5' DESIGNED'. APPROKE0: DATE: o METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL ���0�� A.VILLAR P.ENG RAPIDRIDE I LINE NOVEMBER2021 King County C.WILCDXDHECKED: PRWECTND: ���RO RENTON SEGMENT K pNWING NOit S.FORMAN E00588E18 STATION PLAN 1S1.16 No. RE'dI51Gv BY APP'D DATE CHECKED: CONTRACTING ID# 60359 sxEETxo: aF METRO PROJECT ENGINEER G)JOGDRRX 157 XXXX R-4214157 I N xp 3 0 0 0 0 x 0 z 0 'o rc 3 0 xg b 0 x H� q 0 =rcm q_DIE S EGA .on W dux §pLLQ No STATION 60363 (IB) AMENITIES DESCRIPTION TYPE Ow FLAG 1 FLAG POST 1 ROUTE HOLDER 1 SCHEDULE HOLDER 1 TECH PYLON FOUNDATION 1 TECH PYLON 1 RAPIDRIDEMAPCASE 1 CURB PAINT 1 FREESTANDING BENCH 1 BOLLARD 0 PEDESTRIAN GUARDRAIL 0 — ss N_ ss TAL-21 71+86A3. 26.48' LT F- 60% SUBMITTAL REvriov DY 1 APPD I -ATE MORRIS AVE S M 1 A�g01 RO S V) co co m M Tn LOCATION MAP /v C STATION 60363 (IB) I F- TIER 3 H TAL-21 72+30.51, 26.48' LT I El � V 2. in TAL-21 72+30.51,16.48'LT ELEV 92.82 72+00 _ _ TALBOT RD S (TAL-21-LINE) STATION PLAN DESIGNED'. APPR04ED: ,jacobs A.MLLAR P. ENG RAWNKing County C.ECKEDXCXEORMA PRD,m.ND: METRO it S.FORMAN CONTRAE18c"ml(m: CO"IFACTNO'. METRO PROJECT ENGINEER C)JCXXXXX NOTES 1. SEE SHEET iS1.00 FOR GENERAL STATION NOTES. STATION NOTES iO EXISTING STATION. MODIFY SIGN TO I LINE STATION. OSHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG 51.01-S2.22 (D TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 OPEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 OSTEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 (D BOLLARD PER DETAIL C ON SHEET 1S5.01 STATION LEGEND I LINE STATION AREA BOUNDARY PEDESTRIAN LUMINAIRE 1 BUS FLAG (WITHIN STATION BOUNDARY) ® ADA CLEAR LANDING ZONE MIDDLEIBACK DOOR LANDING ZONE 0 TRASH RECEPTACLE (____;♦ TECH PYLON ® BENCH �f SHELTER — FOUNDATION 0 POWER PEDESTAL F O HANDHOLE cam® BIKE RACK RETAINING WALL PEDESTRIAN GUARDRAIL • BOLLARD 00 DETECTABLE WARNING SURFACE — - - RIGHT-OF-WAY(EXISTING) RIGHT-OF-WAY (PROPOSED) 0' 5' 10, SCALE: 1' = 5' METRO TRANSIT CAPITAL DIVISION DATE: RAPIDRIDE I LINE NOVEMBER2021 RENTON SEGMENT wuwiND No. STATION PLAN 1S1.17 ID# 60363 158 XXXX R-4214158 1 N STATION 59947 (OB) AMENITIES DESCRIPTION TYPE OTY 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 BOUARD 0 PEDESTRIAN GUARDRAIL 0 TALBOT RD S 75+00 (TAL-21-LINE) MORRIS AVE Sv U) CID N / V DS 1 N1,3 R V) CID m M N LOCATION MAP STATION PLAN DESIGNED. APPRO ED: 60% SUBMITTAL vaC�bS DRkmR P. ENS �ywes�, ONAWI+: , °T King County b °y C. CHECKED S. FCKFDRRaFDTND: METRO a S.FDRMAN E00588E18 '41D]fAyy� CHECKED: CCMFACTNO'. ND. REvrlov By APP�D SATE METRO PROJECT ENGINEER C)JOCK RX NOTES 1. SEE SHEET IS1.00 FOR GENERAL STATION NOTES. STATION NOTES iO EXISTING STATION. MODIFY SIGN TO I LINE STATION. OSHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG 51.01-S2.22 (D TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 OPEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 OSTEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 (D BOLLARD PER DETAIL C ON SHEET 1S5.01 STATION LEGEND I LINE STATION AREA BOUNDARY PEDESTRIAN LUMINAIRE 1 BUS FLAG (WITHIN STATION BOUNDARY) ® ADA CLEAR LANDING ZONE MIDDLEIBACK DOOR LANDING ZONE 0 TRASH RECEPTACLE (____> TECH PYLON ® BENCH �f SHELTER — FOUNDATION 0 POWER PEDESTAL F O HANDHOLE cam® BIKE RACK RETAINING WALL PEDESTRIAN GUARDRAIL • BOLLARD 00 DETECTABLE WARNING SURFACE — — — RIGHT-OF-WAY(EXISTING) RIGHT-OF-WAY (PROPOSED) 0' 5' 10, SCALE: 1' = 5' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT STATION PLAN ID# 59947 NOVEMBER 2021 D NG NO 1S1.18 SHEETNO: OF 159 XXXX R-4214159 1 N STATION 59949 (OB) AMENITIES DESCRIPTION TYPE OTY SHELTER FOUNDATION LARGE 1 SHELTER LARGE 1 REARWINDSCREEN 1 LEFTWINDSCREEN 1 RIGHTWINDSCREEN 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 RTIS 2 ORCA CARD READER MOUNTED TO TECH PYLON 1 RAPIDRIDE MAP CASE 1 TEXTTOSPEECH PLACARD 1 ORCASIGN 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 02 LF STATION PLAN 60% SUBMITTAL Jacobs a No. REv61pv BV APP'0 DATE B�GXAL T �O TALBOT RD S LOCATION MAP P. ENG King County METRO PaaE6EN8 E00558E18 METRO PROJECT ENGINEER ICXffiKKK%X NOTES 1. SEE SHEET IS1.00 FOR GENERAL STATION NOTES. STATION NOTES iO EXISTING STATION. MODIFY SIGN TO I LINE STATION. OSHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG 51.01-S2.22 (D TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 OPEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 OSTEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 (D BOLLARD PER DETAIL C ON SHEET 1S5.01 STATION LEGEND I LINE STATION AREA BOUNDARY PEDESTRIAN LUMINAIRE 1 BUS FLAG (WITHIN STATION BOUNDARY) ® ADA CLEAR LANDING ZONE MIDDLEIBACK DOOR LANDING ZONE 0 TRASH RECEPTACLE TECH PYLON ® BENCH �f SHELTER — FOUNDATION 0 POWER PEDESTAL F O HANDHOLE cam® BIKE RACK RETAINING WALL PEDESTRIAN GUARDRAIL • BOLLARD DETECTABLE WARNING SURFACE — — — RIGHT-OF-WAY(EXISTING) RIGHT-OF-WAY (PROPOSED) 0' 5' 10, SCALE: 1' = 5' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT STATION PLAN ID# 59949 NOVEMBER 2021 R-4214160 STATION 60361 (IB) AMENITIES DESCRIPTION TYPE OTY SHELTER FOUNDATION LARGE 1 SHELTER LARGE 1 REARWINDSCREEN 1 LEFTWINDSCREEN 0 RIGHIWINDSCREEN 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 Do 88+00 I -- 6 STATION 60361 (IB) AMENITIES RTIS 2 ORCA CARD READER MOUNTED TO TECH PYLON 1 RAPIDRIDE MAP CASE 1 TEM TO SPEECH PLACARD I ORCA SIGN 1 PEDESTRIAN LUMINAIRE FOUNDATION 2 PEDESTRIANLUMINAIRE HARDWIRED 2 CURB PAINT 1 TRASH RECEPTACLE 1 FREESTANDING BENCH 2 BIKE RACK 1 BOLLARD 0 PEDESTRIAN GUARDRAIL 0 I STATION 60361 (IB) TIER 1 TAL-21 55' 32.42' LT NOTES 1. SEE SHEET 1S1.00 FOR GENERAL STATION NOTES. STATION NOTES 0 EXISTING STATION. MODIFY SIGN TO I LINE STATION. OSHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01S2.22 OTECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG $3.01 OPEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 185.01 (D STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 (D BOLLARD PER DETAIL C ON SHEET 1 S5.01 STATION LEGEND I LINE STATION AREA BOUNDARY LOCATION MAP PEDESTRIAN LUMINAIRE i BUS FLAG (WITHIN STATION BOUNDARY) i ADA CLEAR LANDING ZONE L___1 MIDDLEIBACK DOOR LANDING ZONE 0 TRASH RECEPTACLE TAL-218 +74.28, 32.42' LT a ELEV 109.20 ___1 TECH PYLON r❑Y�� — SS W O BENCH SS D SS SHELTER — FOUNDATION os 0 \ POWER PEDESTAL F - HANDHOLE _ --- 0000.0000 00 0 0 0 'i l+FyrJ BIKE RACK plow 41 RETAINING WALL 0 PEDESTRIAN GUARDRAIL • BOLLARD \ \\ TAL-2188+74.28, 22.42' LT ELEV42' 10 DETECTABLE WARNING SURFACE \ - - RIGHT-OF-WAY (EXISTING) \ �- RIGHT-OF-WAY (PROPOSED) TALBOT RD S (TAL-21-LINE) STATION PLAN PROKED 60% SUBMITTAL SmIDNm P. ENS .Jacobs AMLLAR P. DRMYN e C. WILCDX CHECKED PRWECTNO: CHECKED N E00588E18 cnml(m: CONIFACTNO REvrlov BY APP�D LATE METRO PROJECT ENGINEER C)JGOOKK 89+00 o' 5' 10, SCALE: 1' = 5' METRO TRANSIT CAPITAL DIVISION DATE: RAPIDRIDE I LINE NOVEMBER2021 King County METRO RENTON SEGMENT DNAWING NO STATION PLAN 1S1.20 ID# 60361 NHUTND' DF 161 XXXX R-4214161 1 STATION 60340 (IB) AMENITIES DESCRIPTION TYPE OTY FLAG 1 FLAG POST 1 SCHEDULE HOLDER 1 CURB PAINT 1 BOLLARD 0 PEDESTRIAN GUARDRAIL 21 LF SE CARR RD (CAR -LINE) STATION PLAN sFcyRRR NA�� O ` �CO Q LOCATION MAP NOTES 1. SEE SHEET 1S1.00 FOR GENERAL STATION NOTES. STATION NOTES 0 EXISTING STATION. MODIFY SIGN TO I LINE STATION. OSHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01S2.22 OTECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG $3.01 OPEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 185.01 (D STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 (D BOLLARD PER DETAIL C ON SHEET 1 S5.01 STATION LEGEND I LINE STATION AREA BOUNDARY PEDESTRIAN LUMINAIRE i BUS FLAG (WITHIN STATION BOUNDARY) i ADA CLEAR LANDING ZONE L___1 MIDDLEIBACK DOOR LANDING ZONE 0 TRASH RECEPTACLE ===1 TECH PYLON O BENCH SHELTER - FOUNDATION 0 POWER PEDESTAL F 1661 HANDHOLE *=0 BIKE RACK RETAINING WALL 0 PEDESTRIAN GUARDRAIL • BOLLARD DETECTABLE WARNING SURFACE - - RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) o METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL vaCObS g� A.VILL,R P. RAPIDRIDE I LINE NOVEMBER2021 �O� W DRAWN : , °T King County b °y C. WILCGX CHECKED: PRWECTNG: RENTON SEGMENT � DRAWING NO METRO'. S.FORMAN EM566E18 STATION PLAN 1S1.21 No R_Vr OV BY APP'D DATE BB�°XAL G CHECKED CGMFACTNP. ID#60340 GHF£TNO OF METRO PROJECT ENGINEER CXX%RRRRX 162 XXXX R-4214162 R-4214163 I STATION 59400 (OB) AMENITIES DESCRIPTION TYPE OTY SHELTER FOUNDATION LARGE 1 SHELTER LARGE 1 REARWINDSCREEN 1 LEFTWINDSCREEN 1 RIGHT WINDSCREEN 0 REAR WINDSCREEN WITH LEAN RAIL 1 FLAG 1 FLAG POST 1 ROUTE HOLDER 1 SCHEDULE HOLDER 1 TECH PYLON FOUNDATION 1 TECH PYLON 1 STATION 59400 (OB) AMENITIES RTIS 2 ORCA CARD READER MOUNTED TO TECH PYLON 1 RAPIDRIDE MAP CASE 1 TEXTTOSPEECH PLACARD 1 ORCASIGN 1 PEDESTRIAN LUMINAIRE FOUNDATION Y PEDESTRIAN LUMINAIRE HARDWIRED 2 CURB PAINT 1 TRASH RECEPTACLE 1 FREESTANDING BENCH 2 BIKE RACK 3 BOLLARD 0 PEDESTRIAN GUARDRAIL TBO 49+00 �SD�SD SD rc 'Q r m p A A �wR g9ZED SEm ffimm �bm 1WoWw. p"Q Na, SD SO 60% TO BE SUBMITTED AT A LATER DATE ED I - STATION 1 a0 �� • 1 P SUBMITTAL REv61pN BY I APPD I DATE SE CARR RD PPPRW P. ENG CHECKED PRWECTNO: p+�e pre.�g490 CHECKED N CoNFENE18 �%lpNAy$� cnml(m: CONIFACTNO METRO PROJECT ENGINEER CXXXXXXXX NOTES 1. SEE SHEET 181.00 FOR GENERAL STATION NOTES. STATION NOTES 0 EXISTING STATION. MODIFY SIGN TO I LINE STATION. OSHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 OTECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 OPEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 (D STEM WALL PER RAPIDRIDE 2 STD DWG 52.22, DETAIL 5 0BOLLARD PER DETAIL C ON SHEET 1 S5.01 STATION LEGEND J I LINE STATION AREA BOUNDARY PEDESTRIAN LUMINAIRE JIL BUS FLAG (WITHIN STATION BOUNDARY) �c m ADA CLEAR LANDING ZONE Q MIDDLE/BACK DOOR LANDING ZONE 13 TRASH RECEPTACLE [....I TECH PYLON ® BENCH SHELTER — FOUNDATION ❑� POWER PEDESTAL HANDHOLE tJ BIKE RACK iL5 = RETAINING WALL 0 PEDESTRIAN GUARDRAIL • BOLLARD 00 DETECTABLE WARNING SURFACE (/00.0000000 ( — — RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) N 0, 5' 10, SCALE: � METRO TRANSIT CAPITAL DIVISION DATE: RAPIDRIDE I LINE NOVEMBER2021 King County RENTON SEGMENT DRAWING NO METRO . STATION PLAN 1S1.23 ID# 59400 7NEETNO DP 164 XXXX R-4214164 1 STATION 60320 (IB', DESCRIPTION SHELTER FOUNDATION LARGE SHELTER LARGE REARWINDSCREEN LEFTWINDSCREEN RIGHTWINDSCREEN REAR WINDSCREEN WITH LEAN RAIL FLAG FLAG POS ROUTE HOLDER SCHEDULE HOLDER TECH PYLON FOUNDATION TECH PYLON Av� NOTES 1. SEE SHEET 1S1.00 FOR GENERAL STATION NOTES. STATION NOTES 0 EXISTING STATION. MODIFY SIGN TO I LINE STATION. OSHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 OTECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG 53.01 OPEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 (D STEM WALL PER RAPIDRIDE 2 STD DWG $2.22, DETAIL 5 (D BOLLARD PER DETAIL C ON SHEET 1S5.01 STATION LEGEND I LINE STATION AREA BOUNDARY PEDESTRIAN LUMINAIRE 1 BUS FLAG (WITHIN STATION BOUNDARY) ® ADA CLEAR LANDING ZONE MIDDLNBACK DOOR LANDING ZONE 13 TRASH RECEPTACLE (____1 TECH PYLON ® BENCH i� SHELTER — FOUNDATION 0 POWER PEDESTAL F 0 HANDHOLE a"I'0 BIKE RACK RETAINING WALL PEDESTRIAN GUARDRAIL • BOLLARD DETECTABLE WARNING SURFACE RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) N 51+00 SE_C_ARR RD (CAR -LINE) — - 0' 1 15' 110, STATION PLAN SCALE: 1'=5' DESIGNED'. APPROKE0: DATE: o METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL vaCObS AVLLAR P.ENG RAPIDRIDE I LINE NOVEMBER2021 King County C.WILCOXCHECKED: PRWEDTNO: ���RO RENTON SEGMENT K pNWING NOit S.FORMAN E00566E18 STATION PLAN 1S1.24 ND, R[Vr OV BY APP'D DATE CHECKED_ COMRACTNO'. ID# 60320 SHEETNO OF METRO PROJECT ENGINEER C)JOGDORX 165 XXXX R-4214165 Wy > A A q ago SEcwz 1 YWytii �6LL� 14+00 108TH AVE SE (SR 515 _ - (108TH-LINE) 60% SUBMITTAL Na, I REVISION BY I APPD I DATE STATION PLAN ,oacobs A. VILLAR P. ENG DRAWN pT Oy w C. WILCDX CHECKED PROJECTRD: p+�e pAe.�g490 CHECKED N E005 '%lpNAy$W cnml(m: COMFACTNTNO METRO PROJECT ENGINEER CXXXXXXXX 15+00 L9 King County METRO NOTES 1. SEE SHEET IS1.00 FOR GENERAL STATION NOTES. STATION NOTES iO EXISTING STATION. MODIFY SIGN TO I LINE STATION. OSHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 OTECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG 53.01 OPEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 185.01 OSTEM WALL PER RAPIDRIDE 2 STD DWG $2.22, DETAIL 5 O0 BOLLARD PER DETAIL C ON SHEET 1S5.01 AlUffoinKelVilli I LINE STATION AREA BOUNDARY PEDESTRIAN LUMINAIRE i BUS FLAG (WITHIN STATION BOUNDARY) ADA CLEAR LANDING ZONE MIDDLEIBACK DOOR LANDING ZONE O TRASH RECEPTACLE TECH PYLON ® BENCH SHELTER — FOUNDATION 0 POWER PEDESTAL F bk� HANDHOLE @=O BIKE RACK RETAINING WALL 0 PEDESTRIAN GUARDRAIL • BOLLARD DETECTABLE WARNING SURFACE RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) 0, 5' 10, SCALE: � METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT STATION PLAN ID# 57270 NOVEMBER 2021 1S1.25 166 XXXX R-4214166 I STATION 57290 (OB) AMENITIES DESCRIPTION TYPE OTY SHELTER FOUNDATION MEDIUM 1 SHELTER MEDIUM 1 REARWINDSCREEN 1 LEFTWINDSCREEN 1 RIGHTWINDSCREEN 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 RTIS 2 ORCA CARD READER MOUNTED TO TECH PYLON 1 RAPIDRIDE MAP CASE 1 TEXT TO SPEECH PLACARD 1 ORCASIGN 1 PEDESTRIAN LUMINAIRE FOUNDATION 1 PEDESTRIAN LUMINAIRE HARDWIRED 1 CURB PAINT 1 TRASH RECEPTACLE 1 FREESTANDING BENCH 2 BOLLARD 0 PEDESTRIANGUARDRAIL TBD 60% TO BE SUBMITTED 14+DD 108TH AVE SE (SR 515) _ 14 - - (108TH-LINE) O 3 0 rc A aCIO O LLI _ K SEm w cwz Y WzW0H p"Q Na, 60% SUBMITTAL REVISION BY I APPD I DATE STATION PLAN -X X- -- DESIGNED'. APPROVED: A.VILLA .C,WILCR P. ENG Jacobs pl WA88q, DRAWN: pT Oy w C. WILCOX CHECKED: PROJECTND: p�+BpAf159N S. FORMAN E00566E18 Bs1pNAyyWO CHECKED: CON RACTNO'. METRO PROJECT ENGINEER ICSJoocOXX OLv OHV Ojtl 03 L9 King County METRO NOTES 1. SEE SHEET IS1.00 FOR GENERAL STATION NOTES. STATION NOTES iO EXISTING STATION. MODIFY SIGN TO I LINE STATION. OSHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG 51.01-S2.22 O3 TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 OPEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 OSTEM WALL PER RAPIDRIDE 2 STD DWG $2.22, DETAIL 5 (D BOLLARD PER DETAIL C ON SHEET 1S5.01 Ar:�l•�\ux�a.I. I LINE STATION AREA BOUNDARY PEDESTRIAN LUMINAIRE i BUS FLAG (WITHIN STATION BOUNDARY) ® ADA CLEAR LANDING ZONE MIDDLE/BACK DOOR LANDING ZONE C TRASH RECEPTACLE (:::_� TECH PYLON ® BENCH -�� ------------ SHELTER - FOUNDATION 0 POWER PEDESTAL F O HANDHOLE 0""o BIKE RACK RETAINING WALL PEDESTRIAN GUARDRAIL • BOLLARD ®°°°°°° DETECTABLE WARNING SURFACE RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) 0' 5' 10, SCALE: � METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT STATION PLAN ID# 57290 NOVEMBER 2021 1S1.26 ND: DF 167 XXXX R-4214167 1 STATION 57300 (OB) AMENITIES DESCRIPTION TYPE OTY SHELTER FOUNDATION LARGE 1 SHELTER MEDIUM 1 REARWINDSCREEN 1 LEFT WINDSCREEN 1 RIGHTWINDSCREEN 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 RTIS 2 MCA 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 60% SUBMITTAL No I REVGIOv BY I APPD I DATE STATION PLAN .;acobs 108TH AVE SE LOCATION MAP A. VILLAR P. ENG pp ""Bw , CRAM N pi wILCOx CHECKED � King County `.FORM' `aaE6E1: °+fie pAe.�g490 CHECKED N METRO slpNAys�' cnml(m: CONMEAE18 COMFACTNO'. METRO PROJECT ENGINEER CXX%RRRRX NOTES 1. SEE SHEET 131.00 FOR GENERAL STATION NOTES. STATION NOTES 0 EXISTING STATION. MODIFY SIGN TO I LINE STATION. OSHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-52.22 OTECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG 53.01 4O PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 (D STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 0 BOLLARD PER DETAIL C ON SHEET 1 S5.01 STATION LEGEND I LINE STATION AREA BOUNDARY PEDESTRIAN LUMINAIRE 1 BUS FLAG (WITHIN STATION BOUNDARY) ® ADA CLEAR LANDING ZONE 0 MIDDLEIBACK DOOR LANDING ZONE 0 TRASH RECEPTACLE (....I TECH PYLON ® BENCH SHELTER ------------ - FOUNDATION ❑� POWER PEDESTAL F HANDHOLE c1 BIKE RACK RETAINING WALL PEDESTRIAN GUARDRAIL • BOLLARD DETECTABLE WARNING SURFACE — — — RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) 0' 5' 10, SCALE: � METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT STATION PLAN ID# 57300 NOVEMBER 2021 1S 1.27 � 168 XXXX R-4214168 STATION 57260 (IB) AMENITIES DESCRIPTION TYPE OTY SHELTER FOUNDATION MEDIUM 1 SHELTER MEDIUM 1 REARWINDSCREEN 1 LEFTWINDSCREEN 0 RIGHTWINDSCREEN 1 REAR WINDSCREEN WITH LEAN RAIL 1 FLAG 1 FLAG MST 1 ROUTE HOLDER 1 SCHEDULE HOLDER 1 TECH PYLON FOUNDATION 1 TECH PYLON 1 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 PEDESTRIANLUMINAIRE FOUNDATION 2 PEDESTRIAN LUMINAIRE HARDWIRED 2 CURB PAINT TRASH RECEPTACLE 1 FREESTANDING BENCH 1 BO LARD 0 PEDESTRIAN GUARDRAIL 0 `I 108TH 29+81 I 108TH AVE SE F-- LOCATION MAP V NOTES 1. SEE SHEET 1S1.00 FOR GENERAL STATION NOTES. STATION NOTES 0 EXISTING STATION. MODIFY SIGN TO I LINE STATION. OSHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 OTECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 OPEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 OSTEM WALL PER RAPIDRIDE 2 STD DWG $2.22, DETAIL 5 OBOLLARD PER DETAIL C ON SHEET 1 S5.01 STATION LEGEND I LINE STATION AREA BOUNDARY \� PEDESTRIAN LUMINAIRE BUS FLAG (WITHIN STATION BOUNDARY) IIJIL I i X l IQ ADA CLEAR LANDING ZONE MIDDLE/BACK DOOR LANDING ZONE ' C TRASH RECEPTACLE [____> TECH PYLON ® BENCH r---mImr SHELTER — FOUNDATION 0 POWER PEDESTAL F 1 • \ \ 1 � y I — � 1 • — T 1 1 1 108TH 29+66.11. 29.98' LT Wy > A A 9zago ,E� 60% SUBMITTAL W ' W�Www p"Q No RE'/SIGN 18' 7A' 55, STATION 57260 (IB) TIER 2 108TH AVE SE (SR 515) 30+00 _ (108TH-LINE) STATION PLAN Dmlcxm Jacobs AMLLR pl WA88q, DRAWN: OT Oy C WILCOX BY I APPD I DATE CHECKED: p+�e pre.�y49G CN CHECKED slpNAyyW : METRO PROJECT ENGINEER A92R E00566E18 CCNrrucTNO CXXXXXXXX 10' King County METRO 0 HANDHOLE c+'® BIKE RACK RETAINING WALL C PEDESTRIAN GUARDRAIL • BOLLARD oaooaoa00000000 000000.0000 DETECTABLE WARNING SURFACE RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) ® 0' 5' 10, SCALE: � METRO TRANSIT CAPITAL DIVISION DATE RAPIDRIDE I LINE NOVEMBER2021 RENTON SEGMENT CRAWNC NO STATION PLAN 1S1.28 ID# 57260 7HUTNO 169 XXXX R-4214169 1 STATION 57250 (IB) AMENITIES DESCRIPTION TYPE OTY SHELTER FOUNDATION LARGE 1 SHELTER LARGE 1 REARWINDSCREEN 1 LEFTWINDSCREEN 0 RIGHTWINDSCREEN 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 RTIS 2 ORCACARDREADER MOUNTED TO TECH PYLON 1 RAPIDRIDE MAP CASE 1 TEXT TO SPEECH PLACARD 1 ORCASIGN 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 108TH AVE SE F- rn LOCATION MAP 107TH AVE SE NOTES 1. SEE SHEET 181.00 FOR GENERAL STATION NOTES. 0 EXISTING STATION. MODIFY SIGN TO I LINE STATION. OSHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG 51.01-32.22 OTECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 4O PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01 5O STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5 OO BOLLARD PER DETAIL C ON SHEET 1S5.01 STATION LEGEND I LINE STATION AREA BOUNDARY PEDESTRIAN LUMINAIRE 1 BUS FLAG (WITHIN STATION BOUNDARY) ® ADA CLEAR LANDING ZONE Q MIDDLEBACK DOOR LANDING ZONE TRASH RECEPTACLE i____)♦ TECH PYLON ® BENCH r ' SHELTER - FOUNDATION ❑� POWER PEDESTAL F 0 HANDHOLE @mmm3 BIKE RACK RETAINING WALL - PEDESTRIAN GUARDRAIL • BOLLARD DETECTABLE WARNING SURFACE 20 - - - RIGHT-OF-WAY(EXISTING) RIGHT-OF-WAY (PROPOSED) 1vv1II1 vH--LINE)1V1`vIv/ 5 —0' 5' 10' STATION PLAN SCALE: 1' = 5' DESIGNED'. APPROKE0: DATE: o METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL vaCObS AVILLAR P.ENS RAPIDRIDE I LINE NOVEMBER2021 King County C.WILCDXCHECKED: PRWECTND: ���RO RENTON SEGMENT K pNWING NOit S.FORMFN E00566E18 STATION PLAN 1S1.29 Na, REVGIOv BY APP'p DATE CHECKED_ CONTRACTNO ID# rJ7250 SHEETNO OF METRO PROJECT ENGINEER CXXXXXXXX 170 XXXX R-4214170 TRASH RECEPTACLE HARD -WIRED PEDESTRIAN LUMINAIRE, TYP, SEE ILLUMINATION DRAWINGS BUS ZONE FLAG SIGN TO BE INSTALLED BY OWNER MEET AND MATCH EXISTING ADJACENT PAVING 30" 36.01 CL COLUMN TECH PYLON, SEE SHEET LARGE RAPIDRIDE SHELTER RR2 IN FSI-105-00-003/02 IN TECH MIRRORED CONFIGURATION, SEE PYLON DRAWING PACKAGE LARGE RAPIDRIDE SHELTER RR2, SEE SHEET FSI-105-00-004/001 IN RAPIDRIDE SHEET FSI-105-00-004/001 IN RAPIDRIDE 2 KIT OF PARTS DRAWING PACKAGE- 2 KIT OF PARTS DRAWING PACKAGE 29,�„ TRASH RECEPTACLE HARD -WIRED PEDESTRIAN LUMINAIRE, TYP, SEE HARD -WIRED PEDESTRIAN BENCH, TYP ILLUMINATION DRAWINGS LUMINAIRE, TYP, SEE POWER PEDESTAL, SEE ILLUMINATION DRAWINGS A ELECTRICAL DRAWINGS BUS ZONE FLAG SIGN TO 56.01 BE INSTALLED BY OWNER rcN� MEET AND MATCH BIKE RACK, TYP EXISTING 56.01 ADJACENT PAVING 1 LINE RAPIDRIDE TYPICAL TIER 1 STATION ELEVATION rk1 SCALE: 1" = 10'-O" 94.01 TECH PYLON, SEE SHEET FSI-105-00-003/02 IN TECH PYLON DRAWING PACKAGE TRASH RECEPTACLE / 20 4 11 HARD -WIRED PEDESTRIAN LUMINAIRE, TYP, SEE ILLUMINATION DRAWINGS 30' CLR I BENCH, TYP BUS ZONE FLAG SIGN TO BE INSTALLED BY OWNER A S6.0 MEET AND MATCH EXISTING ADJACENT PAVING I 37'- B _ S6.01 CL COLUMN 60% SUBMITTAL N_ I RENSION 1 LINE RAPIDRIDE TYPICAL TIER 2 STATION ELEVATION rc_1 SCALE: 1" = 10'-O" S4.01 BY I APP'D I DATE MEDIUM 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 Jacobs 36.01 HARD -WIRED PEDESTRIAN LUMINAIRE, TYP, SEE ILLUMINATION DRAWINGS BUS ZONE FLAG SIGN TO BE INSTALLED BY OWNER MEET AND MATCH EXISTING ADJACENT PAVING TECH PYLON, SEE SHEET LARGE RAPIDRIDE SHELTER RR2, SEE FSI-105-00-003/02 IN TECH SHEET FSI-105-00-004/001 IN RAPIDRIDE PYLON DRAWING PACKAGE 2 KIT OF PARTS DRAWING PACKAGE 294294" HARD -WIRED PEDESTRIAN EO EO LUMINAIRE, TYP, SEE BENCH, TYP ILLUMINATION DRAWINGS POWER PEDESTAL, SEE ELECTRICAL SO'I BIKE RACK, TYP CL COLUMN 1 LINE RAPIDRIDE TYPICAL TIER I STATION ELEVATION SCALE: 1" = 10'-0" S4.01 TECH PYLON, SEE SHEET FSI-105-00-003/02 IN TECH PYLON DRAWING PACKAGE TYP S6.01 1 LINE RAPIDRIDE TYPICAL TIER 3 STATION ELEVATION �1 SCALE: 1" = 10'-O" 34.01 DESIGNED: Ag WVED: N. oFET aA pNBR. P. ENO P 10" NO CT DMWN ad�ba AW NOLQ King County CHE CHECHED'. %261ECi N0: �vC EOOWE18 METRO I N>Ew. �vI CHECKED: CONMCTNO: S6.01 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE 1 LINE RENTON SEGMENT TYPICAL STATION ELEVATIONS DNunrvcxW 1 S4.01 SXEETN6 OF 171 XXXX R-4214171 CV 11 BACK OF STATION STREET 1 PYLON, P TECH SEE SHEET O RAPIDRIDE SHELTER RR2, FSI-PYLON, 21N TECH C) SEE SHEET FSI-105-00-004/00 PYLON DRAWING PACKAGE IN RAPIDRIDE 2 KIT OF PART: 1 DRAWING PACKAGE TECH PYLON FOUNDATION, Q SHELTER FOUNDATION, SEE SEE SHEET KIT IN 1" REFLECTIVE TAPE WITH W LEFT OR RIGHT SHEET 52.11 IN RAPIDRIDE 2 RAPIDRIDE 2 KIT OF PARTS 1" GAPS BETWEEN TAPE n WINDSCREEN WHERE KIT OF PARTS STRUCTURAL STRUCTURAL DRAWINGS BANDS, TYP OCCURS, SEE DRAWINGS LANDSCAPE AREA, 4x4x1/4 HSS BOLLARD FILLED STATION PLANS LANDSCAPE AREA, SEE CIVIL WITH CLASS 3000 CONCRETE SEE CIVIL DRAWINGS FOR PROVIDE 2"x3/8" JOINT MATERIAL CONCRETE PAVING, DRAWINGS FOR CONCRETE PAVING, NON TYPICAL BACK WHERE FOUNDATION ABUTS 4" SQUARE w SEE CIVIL DRAWINGS NON TYPICAL BACK SEE CIVIL DRAWINGS OF STATION ADJACENT PAVEMENT OF STATION CONDITIONS I CONDITIONS 1/2" REFLECTIVE TAPE, TYP o 1 111 III-1 11; 111 11111-1 -_ 1 111 III-1 1 ;1111 -_- 6" x 114" STEEL BAR ���_ ii iiI III III III ii ,'-5-,/2" ��� in- iiI III IIII �.. III III PER STRUCTURAL III III PER STRUCTURAL THROUGH CENTER DRAWINGS DRAWINGS OF HISS POST a; CURB CL CURB CL CLASS 3000 CONCRETE SEE CIVIL COLUMN SEE CIVIL COLUMN DRAWINGS 10' MIN DRAWINGS 10' MIN AGGREGATE BASE V-2 1/2" CIRCLE 1 LINE RAPIDRIDE I LINE RAPIDRIDE TYPICAL SHELTER SECTION TYPICAL TECH PYLON SECTION STATION BOLLARD SECTION SECTION (iB� DETAIL rc_1 SCALE: 3/8" = VI S5.01 SCALE: 3/8" = V-0" S5.01 SCALE: NTS S5.01 8 112" NOTES: VARIES ti 1 1/4" 6" 1 1/4" 1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE LATEST WSDOT STANDARD SPECIFICATIONS r FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION AND AMENDMENTS. 4" OC Z 3wi 4 EACH 5/8"DIA 2 STRUCTURAL STEEL BASE PLATES SHALL BE IN ACCORDANCE WITH 6'-0" MAX TYP Q ZHILTI BOLT, 4 PER ASTM A36 WITH A MINIMUM YIELD STRENGTH OF 36,000 PSI. O M BASE PLATE WITH =WASHERS, DRILL 3. ALL WELDING SHALL BE DONE IN ACCORDANCE WITH THE LATEST 1-1/2"DIA STEEL PIPE D m AWS STANDARDS. zHOLES IN BASEPLATE FOR 4. USE LOW HYDROGEN E70XX ELECTRODES FOR ALL WELDING. 17 ANCHOR BOLTS 5. MINIMUM DESIGN BOLT LOAD PER ANCHOR BOLT = 3,250 LBS TENSION. 3/4" DIA BAR STOCK 6. HORIZONTAL SHEAR IS LESS THAN 250 LBS PER BOLT AND MAY WELDED TO STEEL PIPES, EDGE OF BE NEGLECTED. TYP; OR 2" x 3/8" BAR z CONCRETE 7. SPECIAL INSPECTION IN ACCORDANCE WITH IBC SECTION 1701 IS REQUIRED FOR THE SUPPLY, THE CORE DRILLING AND THE INSTALLATION w w 1-1/2" DIA INSPECTION FOR ALL ANCHOR BOLTS. a; ? STEEL PIPE 8, ALL DRILLED IN PLACE ANCHOR BOLTS SHALL BE PROVIDED BY HILTI OR BASE PLATE 3/16" FILLET APPROVED EQUIVALENT. WELD 9. SUBSTITUTIONS SHALL TAKE INTO ACCOUNT DISTANCE BETWEEN BOLTS 14 -1/2" DIA PIPE STD STEEL rC IN THE BASE PLATE, THEIR EMBEDMENT IN THE CONCRETE DECK AND LLE ri OR 2" /X3 l8" PLATE ^': EDGE DISTANCE TO ATTAIN THIS MINIMUM BOLT LOAD. a_ 10. ALL HILTI HOLES SHALL BE FORE DRILLED IN ACCORDANCE WITH < m HILTI REQUIREMENTS. 3 11. GROUT FOR SETTING THE ANCHOR PLATES ON SHALL BE: NON METALLIC, NON METALIC NON STAINING NON SHRINK GROUT (OR DRYPACK) WITH A MINIMUM 28 C NON SHRINKING 3 DAY STRENGTH OF 4000 PSI. MATCH EXISTING CONCRETE COLOR. • �° , r NONSTAINING GROUT z " 12. THE CONTRACTOR SHALL SUBMIT AN INSTALLATION PLAN TO THE I I ENGINEER FOR REVIEW PRIOR TO INSTALLATION. E NOTE: S5.01 SLOPE HORIZONTAL RAILS TO MATCH FINISHED 5/8"4DIA STEEL GRADE, VERTICAL ELEMENT SHALL BE PLUMB. SHIM s 9 STATION RAILING STATION RAILING ATTACHMENT H DETAIL DETAIL € SCALE: NTS S5.01 SCALE: NTS S5.01 EDESIGNED'. nsRROWD: DATE: 60% SUBMITTAL 7 6E WASP DRNSNP. ,2�5�� RAPIDRIDE I LINE METRO TRANSIT CAPITAL DIVISION NOVEMBER2021 vaco A� E aryry�, King County 3 7 CHECKED: PRWECTND: RENTON SEGMENT DR<wIND NO o x y H g� �m�F��x� Grr�° XX E00588E18 METRO TYPICAL STATION SECTIONS 1 S5.01 WW O P CHECKED: CCMFACTNO'. p w ¢ No. REv612A JBYd DATE C9NpDCpeE o, SHOOTING OF LANDSCAPE ARCHITECTURE METRO PROJECT ENGINEER CXXNN%RRx 172 XXXX R-4214172 1 NOTE: 1. LOCATE BENCHES AS SHOWN IN PLANS, FIELD VERIFY WITH PROJECT REPRESENTATIVE TO INSTALLATION. 2. INSTALL BENCH LEVEL, PROVIDE LEVELING NUTS AS REQUIRED. ARM REST PER MFR, TYP BENCH, SEE SPECS THICKENED CONCRETE PAVING EDGE OF CONCRETE PAVING BACK OF BENCH FRONT OF BENCH 0n �Do01n0oI� �Do0 256.01 �1�1•,. 14 mil I w 0,� ITS w - •T� 77171 ��/1.I ��1� ��1� • R�1� • �' 1� • ��1� • ��'P�l'Y4l'r I SUBGRADE, •SECTION FOOTINGI LINE RAPIDRIDE BENCH WITH CONCRET NOTE: 1. FIELDVERIFYSITE FURNISHING LOCATIONS WITH PROJECT REPRESENTATIVE PRIOR TO INSTALLATION. E— BICYCLE RACK, SEE SPECS DETAIL rA SCALE: NITS 2116.01 WALL, CURB, OR OTHER VERTICAL OBSTRUCTION THICKENED CONCRETE FINISH GRADE OF D D PAVING CONCRETE PAVING, SEE CIVIL DWGS 256.01 6'-0"'TYP 8'-01,, TYP 256.01 N > � II I I'=1 I I I=1 I I=1 I I-1 I L-1 I I-1 I I III I I I-1 I I-1 I I=1 I I I=1 I L-1 I I=1 11=1 11=1 3" 2,-21„ 3" ELEVATIONTYP z TYP SECTION PLAN 1 LINE RAPIDRIDE BICYCLE RACK SURFACE MOUNT DETAIL �C1 pl SCALE: NTS 236.01 E 60% SUBMITTAL 7 $M ,oacobs s =yN HBEN WW '§p w ¢ No REVGOv BY APPD DATE i LANDSCAPE ARCHITECTURE — ARM REST PER MFR, TYP EDGE OF CONCRETE PAVING, SEE CIVIL ADJACENT SIDEWALK, SEE CIVIL DWGS NOTE: 1. INSTALL LITTER RECEPTACLE ENCLOSURE LEVEL, USE LEVELING NUTS AS REQUIRED. LITTER RECEPTACLE OPENING TO FACE STREET STREET q BACK OF SIDEWALK 2'-6" , V-0"1 CLR 256.01 3.,TVP SECTION 3' TYP I LINE RAPIDRIDE TRASH RECEPTACLE DETAIL rd� SCALE: NTS 256.01 LITTER RECEPTACLE FINISH GRADE OF ADJACENT CONCRETE PAVING, SEE CIVIL DWGS NUT ON THREADED SS LOCKING WASHER, DIA BOLT; TAMPER & SIZED BE 1/8" LARGER THAN VANDALPROOF CAP HEX NUT BASE OF BICYCLE RACK GASKET, NEOPRENE OR OR TRASH RECEPTACLE APPROVED EQUAL EPDXY SET ANCHOR BOLT INTO CONCRET 3/8" DIA X T LE CONCRETE WE ANCHOR, 4 PE R m e IT E z. 0 In N/ NGTH >� -. -z DGE N > e e BICYCLE RACK OR TRASH RECEPTACLE pF N'Asiy P. ENG 1X4 ��.\Etl!��Btt.�1Vg1,C'1'n,A MNl'M: yP ad'I11�%!s i �UU�I zH ' uu cxFcxeo: PROJECTxo: EW566E Ilfl OBBEBEIB FQ BS�FXP pP CHECKED : CCMFACTNO �gNCSCMF P METRO PROJECT ENGINEER CXX%RRRRX 1 LINE RAPIDRIDE SURFACE MOUNT DETAIL SCALE: NTS 236.01 JCRETE PAVING t CIVIL PLAN King County METRO BASE COURSE METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT TYPICAL STATION DETAILS NOVEMBER 2021 1S6.01 � 173 XXXX R-4214173 BICYCLE RACK OR TRASH RECEPTACLE pF N'Asiy P. ENG 1X4 ��.\Etl!��Btt.�1Vg1,C'1'n,A MNl'M: yP ad'I11�%!s i �UU�I zH ' uu cxFcxeo: PROJECTxo: EW566E Ilfl OBBEBEIB FQ BS�FXP pP CHECKED : CCMFACTNO �gNCSCMF P METRO PROJECT ENGINEER CXX%RRRRX 1 LINE RAPIDRIDE SURFACE MOUNT DETAIL SCALE: NTS 236.01 JCRETE PAVING t CIVIL PLAN King County METRO BASE COURSE METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT TYPICAL STATION DETAILS NOVEMBER 2021 1S6.01 � 173 XXXX R-4214173 1 LINE RAPIDRIDE SURFACE MOUNT DETAIL SCALE: NTS 236.01 JCRETE PAVING t CIVIL PLAN King County METRO BASE COURSE METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT TYPICAL STATION DETAILS NOVEMBER 2021 1S6.01 � 173 XXXX R-4214173 R-4214174 U I 17+00 n 4' X 4' MIN LANDING 2% N N MAX SS B D- A POINT B <, POINT A LOW SIDE x LOW SIDE (STA) CO 0 (STA) N CC Z N o S3 54 (LT) LEFT S1 (RT) RIGHT PERPENDICULAR CURB RAMP EXAMPLE N.T.S. S 2ND ST 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) CURB RETURN SCHEDULE GENERALNOTES 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. INTERSECTION NOTES 0 PARALLEL CURB RAMP PER WSDOT STD PLAN F40.12-03 QPERPENDICULAR CURB RAMP PER WSDOT STD PLAN F40.15.04 (D SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16.03 dO DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02 RETURN PC - STA, OFFSET PT- STA, OFFSET RADIUS LENGTH DELTA PC 1/4 1/2 314 PT O 2ND 16+74.77, 49.06' LT 2ND 16+95.82, 87.23' LT 25,00' 52,94' 121°19'22" 32.21 32.24 32.28 32.27 32.20 O 2ND 16+95.82, 87.23' LT 2ND 16+92.82, 97.95' LT 20.00' 11.28' 32'19'24" 32.20 32.19 32.18 32.16 32.15 3O 2ND 17+47.18, 48.99' LT 2ND 17+25.61, 87.63' LT 25.00' 54.33' 124031'01" 32.10 32.15 32.22 32.28 32.18 Oq 2ND 17+25.61, 87.63' LT 2ND 17+28.86, 98.34' LT 20.00' 11.34' 32°29'S5" 32.18 32.16 32.14 32.12 32.10 CURB RAMP TABLE LEFT RIGHT CURB RAMP WING WING LENGTH AT RAMP TYPE RAMP WIDTH RAMPWIDTH WIDTH CENTER POINTA(STA) POIINTB(STA) Sl% S2% S3% S4% S5% S6% S7% S8% S9% (MIN (MI (MI PERPENDICULAR A 1 7.17' 4.00' 7.17' 7.66' 2ND 16+93.47 2ND 16+96.32 0.25 7.50 6.73 7.22 1.55 0.86 1.50 0.89 NA PERPENDICULAR A 2 9.24' 4.00' 6.65, 9.01, 2ND 17+25.56 2ND 17+28.9) 0.50 7.00 6.08 7.25 0.86 1.50 1.25 0.69 WA N 0' 10, 20' SCALE: 1"=10' o "` METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL Jacobs AVILUR P. ENG RAPIDRIDE I LINE NOVEMBER 2021 King County C. WILCOX CHECKED. PROUECTN°, RENTON SEGMENT DRAWING NO. it S. FORMPN EW566E18 METRO INTERSECTION GRADING & CURB RAMP PLAN 106.02 No R-,WK N BY APPD DATE CHEC6m `DNiFADTN3 S 2ND ST & WHITWORTH AVE S G"�'"°' °F METRO PROJECT ENGINEER CXXXXXXXX 175 XXXX R-4214175 E a` rc z 0 z 0 x 0 x w x z 0 Rx � d V=� Tr 3E" 3 vy µaµk E No S 2ND ST S6 Cn O A 4' X 4' MIN POINT A LANDING 2% LOW SIDE N N MAX (STA) S5 O S6 S5 S7 A 6 POINT A POINT B D-^ LOW SIDE r LOW SIDE (STA) F N In ) � A1 DOfZ �S300 4 Z (LT) LEFT S1 I (RT) RIGHT (LT) LEFT S1 (RT) RIGHT -I(W) WIDTH I (W) WIDTH PERPENDICULAR CURB RAMP EXAMPLE N.T.S. 60% SUBMITTAL R-, I K N BY I AFRO I DATE 0 POINT B LOW SIDE (STA) PARALLEL CURB RAMP EXAMPLE N.T.S. ,jacobs it 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) CURB RETURN SCHEDULE GENERALNOTES 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. INTERSECTION NOTES OPARALLEL CURB RAMP PER WSDOT STD PLAN F40.12-03 QPERPENDICULAR CURB RAMP PER WSDOT STD PLAN F40.15.04 (D SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16.03 dO DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02 RETURN PC -STA, OFFSET PT -STA, OFFSET RADIUS LENGTH DELTA PC 1/4 1/2 314 PT 0 2ND 19+81.63, 49.86' LT 2ND 20+00.21, 88.32' LT 25.00' 52.34' 119°56'41" 31.62 31.51 31.39 31.28 31.17 O2 2ND 20+00+21, 88.32' LT 2ND 19+97.25, 98.48' LT 20.00' 10.78' 30°53'46" 31.17 31.15 31.12 31.10 31.08 3O 2ND 20+55.45, 49.59' LT 2ND 20+35.73, 85.38' LT 25.00' 48.99' 112016'47" 31.68 31.61 31.55 31.48 31.31 4O 2ND 20+35.73, 85.38' LT 2ND 20+37,54, 96.10' LT 20.00' 11,03' 31036'24" 31.31 31.27 31.23 31.19 31.15 CURB RAMP TABLE LEFT RIGHT CURB RAMP WIN' WING LENGTH AT RAMPTYPE RAMP WIDTH RAMPWIDTH WIDTH CENTER POINT A(STA) POINT B(STA) S1% S2% S3% S4% S5% S6% S7% S8% S9% MI MI(MIND PERPENDICULAR A 1 7.17' 4.00' WA 6.13' 2ND 19+90.11 2ND 19+93.79 0.86 6.28 7.85 WA 1.50 1.50 0.18 0.18 WA PERPENDICULAR A 2 WA 4.00' 6.14' 7.55' 2ND 20+01.95 2ND 19+99.69 0.86 7.50 WA 7.30 1.18 0.18 1.50 1.50 WA PERPENDICULAR A 3 7.17' 4.00' 6.14' 8.26 2ND 20+34.67 2ND 20+36.30 0.51 6.98 6.47 8.66 1.50 1.50 1.00 1.00 WA PARALLEL A 4 7.00' 5.00, 8.00, 7.25' 2ND 19+87.73 2ND 19+82.71 0.50 1.50 6.62 6.73 0.50 6.63 6.73 1.50 1.50 P. ENG L9 King County METRO PNaE6EI E00588E18 METRO PROJECT ENGINEER ICXXX%RRXX N 0' 10, 20' SCALE: 1"=10' METRO TRANSIT CAPITAL DIVISION "' RAPIDRIDE I LINE NOVEMBER 2021 RENTON SEGMENT DRRWIXENO NTERSECTION GRADING & CURB RAMP PLAN 106.03 S 2ND ST & SHATTUCK AVE S SHM'N°OF 76 XXXX R-4214176 S GRADY WAY 11+oo (GRA-LINE) CURB RAMP (LT) LEFT LENGTH (L) O POINT B LOW SIDE (STA) LOW SIDE (STA) SINGLE DIRECTION CURB RAMP EXAMPLE N.T.S. 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) CURB RETURN SCHEDULE GENERALNOTES 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. INTERSECTION NOTES 0 PARALLEL CURB RAMP PER WSDOT STD PLAN F40.12-03 QPERPENDICULAR CURB RAMP PER WSDOT STD PLAN F40.15.04 (D SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16.03 4O DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02 RETURN PC - STA, OFFSET PT - STA, OFFSET RADIUS LENGTH DELTA PC 114 1/2 314 PT O GRP, 10+93,37, 105.31' LT GRA 10+78.B4, 88.68' LT 40.00' 22.37' 32002'25" 25.15 25.12 25.09 25.06 25.03 O GRA 10+75.82, 82.23' LT GRA 11+02.98, 39.50' LT 30.00' 60.28' 115°OT07" 24.99 24.91 24.83 24.89 25.11 O GRA 10+45.28, 63.64' LT GRA 10+58.41, 64.67' LT 58.00, 34.40' 33059'13" 25.52 25.49 25.53 25.53 25.55 ® GRA 10+41.71, 64.67' LT GRA 10+58.41, 32.36' LT 94.00' 37.51' 22"51'45" 25.60 25.66 25.68 25.68 25.75 CURB RAMP TABLE LEFT RIGHT CURB RAMP WING WING LENGTH AT RAMPTYPE RAMP WIDTH RAMPWIDTH WIDTH CENTER POINTA(STA) POINTB(STA) S1% S2% S3% S4% S5% S6% S7% S8% S9% MI MIN MIN SINGLE DIRECTION A 1 WA 6.00' TO 8.00' 0.00' 20.43' GRA 11+02.98 GRA 10+84.34 2.00 1.44 1.50 1.50 7.70 7A2 WA WA WA N 0' 10, 20' SCALE: 1"=10' o "` METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL Jacobs DA. RAM P. ENG RAPIDRIDE I LINE NOVEMBER 2021 ``�, King County C. WILCOX CHECKED. PROUECTNN, RENTON SEGMENT DRAWING NO. it S. FORMPN EW566E18 METRO INTERSECTION GRADING & CURB RAMP PLAN 106.04 n a=a r;N 6r aPPG DATE CHECKED CONTRACTNO S GRADY WAY &LAKE AVE S SXFET 17 OF METRO PROJECT ENGINEER CX%%%%%XX 177 XXXX R-4214177 1 rc z 0 z 0 x 0 z a � o x d V=� Tx a k w b6�< E GRA 14+83.02, 41.62' LT LP FL EL: 25.35 • IN �j GRA 15+69.34. 57.69' LT GRA 14+99.05, 50.41' LT � RAMP 16+00 _ _ _ --- - S GRADY WAY jGRA-LINE) � GRA 14+93.78. 56.19' RT 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) CURB RETURN SCHEDULE GENERALNOTES 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. INTERSECTION NOTES iO PARALLEL CURB RAMP PER WSDOT STD PLAN F40.12-03 (D PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F40.15.04 (D SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16.03 0 DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02 RETURN PC -STA, OFFSET Pr -STA, OFFSET RADIUS LENGTH DELTA PC 1/4 1/2 314 PT O7 GRA 14+69.15, 39.50' LT GRA 15+15.16, 83.77' LT 45.00' 70.23' 89024'5T' 25.41 25.35 25.38 25.42 25.45 2O GRA 15+60.16, 85.89' LT GRA 16+06.16, 39.50' LT 45.00' 72.35' 92007'06" 25.52 25.69 25.85 26.01 26.18 3O GRA 15+55.12, 70.08' RT GRA 15+88.43, 41.49 RT 35.00' 48.00' 78034'39" 26.06 26.54 26.86 26.98 27.03 ® GRA 14+65.79, 41.24' RT GRA 14+99.88, 74,91' RT 35.00' 53.28' 87013'04" 26.60 26.55 26.50 26.35 26.10 CURB RAMP TABLE LEFT RIGHT CURB RAMP WIN' WING LENGTH AT RAMP TYPE RAMP RAMPWIDTH POINT A(STA) POINTB(STA) 81 S2% S3% S4% S5% S6% S7% S8% 89% WIDTH WIDTH CENTER MIN MI MIN PARALLEL A 1 8.31' 5.00' 8.64' 8.00' GRA 14+99.05 GRA 15+02.67 0.20 1.50 5.82 5.98 0.25 7.06 7.28 1.50 1.50 PARALLEL A 2 7.41' 7.40' 8.64' 8.09 GRA 15+69.34 GRA 15+74.31 0.90 1.50 5.85 6.69 1.20 7.10 8.13 1.50 1.50 PARALLEL B 3 11.39' 6.63' WA 8.00' GRA 15+68.60 GRA 15+63.71 0.98 1.50 5.37 WA 1.40 7.00 WA 1.50 WA PARALLEL B 4 WA 6.63' 10.59, 8.09 GRA 14+93.78 GRA 14+89.56 0.40 1.50 WA 5.12 0.50 WA 6.63 WA 1.50 O POINT A LOW SIDE (STA) S6 S5 S7 O POINT B N1 LOW SIDE = m1 N+ (STA) m 7 w 0 S3 S4 (LT) LEFT S1 (RT) RIGHT PARALLEL CURB RAMP EXAMPLE N.T.S. N 0' 10, 20' SCALE: 1"=10' o "` METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL Jacobs AVILUR P. ENG RAPIDRIDE I LINE NOVEMBER 2021 �° DRAM � T°x C WILCOXwL9King County cHECKEN. PROUECTNN, RENTON SEGMENT DRAWING NO. 0.�'BB°g Y S. FORMEW566E18 METRO INTERSECTION GRADING & CURB RAMP PLAN 106.05 no. RP" WK N BY APPD DATE 4'TAONAL> 0 CHECMm. CONTRACTND'. S GRADY WAY & SHATTUCK AVE S GNEETNG' GF METRO PROJECT ENGINEER CXXXXXXXX 178 XXXX R-4214178 E a` rc z 0 z 0 x w x z a $ o x Y, Rod d V=0 Tx µaµk S GRADY WAY No (GRALINE) 25+27 25+00 S - —�— - - - iLOi o m Cn 0 I-- 0 OD J Q O POINT A LOW SIDE (STA) S6 S5 S7 O POINT B a LOW SIDE m (STA) rn1 S3 (LT) LEFT Si I (RT) RIGHT PARALLEL CURB RAMP EXAMPLE N.T.S. 60% SUBMITTAL R-, I K N BY I AFRO I DATE Jacobs 111 m 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) CURB RETURN SCHEDULE GENERALNOTES 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. INTERSECTION NOTES OPARALLEL CURB RAMP PER WSDOT STD PLAN F40.12-03 OPERPENDICULAR CURB RAMP PER WSDOT STD PLAN F40.15.04 (D SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16.03 dO DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02 RETURN PC-STA, OFFSET PT -STA, OFFSET RADIUS LENGTH DELTA PC 1/4 1/2 3/4 PT O GRA 24+41.68, 42.26' LT GRA 24+77.10, 77.93' LT 35.00' 55.52' 1 90-53'38" 1 28.35 1 28.29 28.23 28.17 28.11 CURB RAMP TABLE LEFT RIGHT CURB RAMP WING WI NG3 LENGTH AT RAMPTYPE RAMP RAMPWIDTH POINTA(STA) POINTB(STA) Si% S2% S3% S4% S5% S6% S7% S8% S9% WIDTH WIDTH CENTER (MIN) (MIN) (MIN) PARALLEL 1 8.60' 5.28' 7.94' 8.00, GRA 24+64.83 GRA 24+68.60 0.44 1.50 6.25 5.86 0.40 8.11 7.62 1.50 1.50 P. ENG L9 King County METRO PNaE6ENo E00588E18 METRO PROJECT ENGINEER ICXXX%RRXX 0' 10, 20' SCALE: 1"=10' METRO TRANSIT CAPITAL DIVISION - RAPIDRIDE I LINE NOVEMBER 2021 RENTON SEGMENT DRRWINONO NTERSECTION GRADING & CURB RAMP PLAN 106.06 S GRADY WAY & TALBOT RD S SHM'N°OF 79 XXXX R-4214179 24+00 - I S GRADY WAY (GRA-LINE) 25+27 25+00 S 1 LEGEND HMA FULL DEPTH CEMENT CONCRETE LANDSCAPING coo 0 DETECTABLE WARNING SURFACE ® CEMENT CONCRETE CROSSWALK DOWNTOWN CEMENT CONCRETE SIDEWALK RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) GENERALNOTES 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. INTERSECTION NOTES 0 PARALLEL CURB RAMP PER WSDOT STD PLAN F40.12-03 QPERPENDICULAR CURB RAMP PER WSDOT STD PLAN F40.15.04 (D SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.18.03 4O DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02 CURB RETURN SCHEDULE PT -STA, OFFSET RADIUS LENGTH DELTA PC 1/4 PT LT TAL-B 10+70.21, 42.00' LT 35.00' 53.84' 88°07'54" 32.05 31.87 RT TAL-B 11+52.57, 49.05' RT 105.00' 160.96' 87'49'56" 30.00 29.85 31.34 RT TAL-B 10+89.18, 46.25' RT 118.00' 59.78' 29°01'44" 30.28 30.38 131.691331/45131.33 31.13 RT TAL-B 10+86.87, 40.75' RT 71.00' 65.54' 52'58'12" 30.41 30.52 31.32 �. ' I B RAMP TABLE LEFT RIGHT CURB RAMP WIC' WING LENGTH AT RAMP TYPE RAMP RAMP WIDTH POIINTA(STA) POINTB(STA) S7% S2% S3% S4% S5% S6%6S7%o S8% S9% WIDTH WIDTH CENTER MI MIN MIPARALLEL A 1 9.93' 5.28' 7.94' 8.00' TAL-B 10+g3.87 TAL-B 10+g7.64 1.33 1.50 6.37 4.96 1.75 8.20 1.50 1.50 PERPENDICULAR B 2 WA 6.35' WA 7.00' TAL-B 10+73.33 TAL-B 10+69.29 1.48 8.00 WA WA 1.60 1.70 1.50 WA S6 0 4' X 4' MIN POINT A + + LANDING 2% LOW SIDE NI NI MAX S6 S5 ((STAS7) I S5 1 A OB POINT B D- POINT B f d a1 LOW SIDE <" POINT A LOW SIDE (STA) = m1 N+ (STA) x LOW SIDE CO- m GO(STA) N CO 7777=77w cn D Z w S3 S4 v J S3 S4 I (LT) LEFT II0000 Si00000lI (RT) RIGHTI (LT) LEFT e Si (RT) RIGHT (W) WIDTH(W) WIDTH 0' 10, 20' PERPENDICULAR CURB PARALLEL CURB RAMP EXAMPLE RAMP EXAMPLE N.T.S. SCALE:1"=10' N.T.S. o "' METRO TRANSIT CAPITAL DIVISION 60 /O SUBMITTAL DRAM Jacobs AVILUR P. EKG RAPIDRIDE I LINE NOVEMBER 2021 ``�, King County C. WILCOX CHECKED. PROUECTNN, RENTON SEGMENT DRAWING NO. it S. FORMPN EW566E18 METRO INTERSECTION GRADING & CURB RAMP PLAN 106.07 No. R-,WK N BY APPD DATE `"E`Xm `DNmAD.xo, S GRADY WAY & TALBOT RD S NEETN OGF METRO PROJECT ENGINEER CXXXXXXXX 180 XXXX R-4214180 E rc z 0 z 0 x 0 x z K z o x d V=� Tr 3E" oR� µaµk No TALBOT RD S (SR 515) 13+00 B-LINE) Q v N L GO W z U -D S3 O POINT A LOW SIDE (STA) S7 POINT B LOW SIDE l (STA) ^ (LT) LEFT I Si I (RT) RIGHT PARALLEL CURB RAMP EXAMPLE N.T.S. 60% SUBMITTAL R-,WK N 0 BY I AFRO I DATE 14+00 --moo Jacobs 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) GENERALNOTES 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. INTERSECTION NOTES OPARALLEL CURB RAMP PER WSDOT STD PLAN F40.12-03 OPERPENDICULAR CURB RAMP PER WSDOT STD PLAN F40.15.04 (D SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16.03 4O DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F45.10-02 CURB RETURN SCHEDULE RETURN PC-STA, OFFSET PT-STA, OFFSET RADIUS LENGTH DELTA PC 1/4 1/2 3/4 PT O TAL-B 13+36.66, 42OV LT TAL-B 13+67.42, 68.47' LT 35.00' 45.60' 74038,26" 35.17 35.36 35.55 1 35.74 35.93 O2 TAL-B 14+02.90, 79.2T LT TAL-B 14+34.27, 41.00' LT 35.00' 57.47' 94004'49" 35.54 35.30 35.05 34.81 34.56 CURB RAMP TABLE LEFT RIGHT CURB RAMP WING WING LENGTHAT RAMPTYPE RAMP WIDTH RAMP WIDTH WIDTH CENTER POINTA(STA) POINTB(STA) Si% S2% S3% S4% S5%WS6%bS7% S8% S9% MI MI MIPARALLEL A 1 7.94' 5.28' 10.59' 8.00' TAL-B13+54.25TAL-B13+58.12 1.50 1.50 4.57 6.40 1.908.20 1.50 1.50 PARALLEL A 2 11.91, 5,28' 7.94' 8.00, TAL-B 14+11.54 TAL-B 14+15.23 1.50 1.50 5.91 4.54 1.905.80 1.50 1.50 AAILLAR P. ENG DRAVM� C. WILCO%CHECKE L9 King County it S. FOR ° S.ECKED PRaE00566EI8 METRO CONTRkE18CHECKED: LIXIiFACi NJ'. METRO PROJECT ENGINEER CXXXXXXXX 0' 10, 20' SCALE: 1"=10' METRO TRANSIT CAPITAL DIVISION "' RAPIDRIDE I LINE NOVEMBER 2021 RENTON SEGMENT DRRWINDNO NTERSECTION GRADING & CURB RAMP PLAN 106.08 TALBOT RD S DHEE'NDOF 81 XXXX R-4214181 ] 16+00 TALBOT RD S (SR 515) Ll - ~ - - (TAL-B-LINE) - — • • • • • • • • • I C:'—�n S6 N�N m� U 00 S3 S4 (LT) LEFT Si (RT) RIGHT -�]kw) w1uln1�- �no�n TAL-B 15+68.44, 71.99' RT PC / TAL-B 15+71.42. 75.46' RT O POINT A LOW SIDE (STA) 55 S7 O POINT B LOW SIDE (STA) PARALLEL CURB RAMP EXAMPLE N.T.S. T. �• Ir d r TAI PT R=5 TAL-B 15+78.20 PC O 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) GENERALNOTES 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. INTERSECTION NOTES 0 PARALLEL CURB RAMP PER WSDOT STD PLAN F40.12-03 QPERPENDICULAR CURB RAMP PER WSDOT STD PLAN F40.15.04 (D SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16.03 4O DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02 CURB RETURN SCHEDULE RETURN PC -STA, OFFSET PT -STA, OFFSET RADIUS LENGTH DELTA PC 1/4 1/2 1 3/4 1 PT O TAL-B 15+68.44, 71.99' RT TAL-13 16+07.21, 41.70' RT 35.00' 51.29 83-49'03" 34.27 1 33.81 1 33.49 1 32.97 1 32.45 CURB RAMP TABLE LEFT RIGHT CURB RAMP WIN' WING LENGTH AT RAMPTYPE RAMP RAMPWIDTH POINTA(STA) POINTB(STA) S7% S2% S3% S4% S5% S6% S7% S8% S9% WIDTH WIDTH CENTER MI MI MI PARALLEL B 1 7.94' 6.76' WA 8.00' TAL-B 15+80.72 TAL-B 15+75.80 1.50 1.50 2.21 WA 1.90 2.90 WA 1.50 WA 0' 10, 20' SCALE: 1"=10' o "` METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL DRAM Jacobs AVILUR P. ENG RAPIDRIDE I LINE NOVEMBER 2021 ``�, King County C. WILCOX CHECKED: PROUECTNo: RENTON SEGMENT DRAWING NO. it S. FORMAN EW566E18 METRO INTERSECTION GRADING & CURB RAMP PLAN 106.09 No. R-,WK rtd BY APPD DATE cNccxm: caxmAcrxD. TALBOT RD .S sxFF*no: of METRO PROJECT ENGINEER CXXXXXXXX 182 XXXX R-4214182 7,4 x 0 rm ------__ TALB�OTRDS(SR 515) (TAL-B-LINE- CURB RAMP (LT) LEFT LENGTH (L) LOW SIDE (STA) _ - 17+00 O POINT B LOW SIDE (STA) DIRECTIONAL CURB RAMP EXAMPLE NTS 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) CURB RETURN SCHEDULE GENERALNOTES 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. INTERSECTION NOTES 90 PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12-03 O2 PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F40.15.04 (D SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F40.16.03 4O DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02 RETURN PC -STA, OFFSET PT -STA, OFFSET RADIUS LENGTH DELTA PC 1/4 1/2 314 PT 1O TAL-B 16+59.06, 41.00' LT TAL-B 17+01,57, 98.24' LT 45.00' 82.70' 105017'59" 32.27 1 32.54 32.81 33.09 33.36 CURB RAMP TABLE LEFT RIGHT CU2BRAMP WING WING LENGTHAT RAMPTVPE RAMP RAMPWIDTH POINTA(STA) POINTB(STA) Si% S2% S3% S4% 85% S6% S7% S8% S9% WIDTH WIDTH CENTER MI MI(MIND SINGLE DIRECTION A 1 WA 6.00' 0.00' 25.18' TAL-B 16+59.06 TAL-B 16+84.31 0.93 1.32 1.50 1.50 7.02 7.02 WA WA WA 0' 10, 20' SCALE: 1"=10' o "`"'""`" METRO TRANSIT CAPITAL DIVISION 60 /a SUBMITTAL Is A. VILLDR*VNAR P. ENG RAPIDRIDE I LINE NOVEMBER 2021 C. WILCOX King County CHECKED: FROJECTNO: _7 RENTON SEGMENT CRANING NO. it S. FORMPN EN566E18 METRO INTERSECTION GRADING & CpURB RAMP PLAN 106.10 Na. REVISION 8Y APP'D DATE CHECKED: DGNTFACTNO'. TALBOT RD J SHEET 183 F XXXX METRO PROJECT ENGINEER CX%%%%%XX R-4214183 IIJ If No S6_ S5 a� Q � N r L OC Z D J c S3 22+00 uJLN-J O POINT A LOW SIDE (STA) S7 O POINT B LOW SIDE OT (STA) N ^ (LT) LEFT I S1 I (RT) RIGHT PARALLEL CURB RAMP EXAMPLE NTS 60% SUBMITTAL R-,WK N BY I AFRO I DATE TALBOT RD S (TAL-B-LINE) I1 A Jacobs 23+DO 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) CURB RETURN SCHEDULE GENERALNOTES 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. INTERSECTION NOTES iO PARALLEL CURB RAMP PER WSDOT STD PLAN F40.12-03 (D PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F40.15.04 (D SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.18.03 0 DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02 RETURN PC - STA, OFFSET PT- STA, OFFSET RADIUS LENGTH DELTA PC 1/4 1/2 3/4 PT O TAL-B 22+04.70, 42.57' RT TAL-B 22+49.35, 81.92' RT 45.09 65.02' 82"47'05" 32.14 32.26 32.39 1 32.51 32.64 CURB RAMP TABLE LEFT RIGHT CURB RAMP WING WING LENGTH AT RAMP TYPE RAMP RAMPWIDTH POINTA(STA) POIINTB(STA) S7% S2% S3% S4% S5% S6% S7% S8% S9% WIDTH WIDTH CENTER (MIN (MIN (MIN PARALLEL A 1 8.45 5.00, 6.50, 8.00, TAL-B 22+03.77 TAL-B 21+98.77 0.78 1.50 6.70 6.92 1.00 8.17 6.81 1.50 1.50 PARALLEL A 2 9.22' 5.00, 8.00, 8.00, TAL-B 22+45.43 TAL-B 22+43.05 0.78 1.50 6.22 5.50 0.42 7.52 6.69 1 1.50 1.50 0' 10, 20' SCALE: 1"=10' oe wwe�.o T° "`"'""`" A. VILLPR P. ENG ._ METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE "" - NOVEMBER 2021 DR)km : m m cWILCOXox . L9 King County METRO RENTON SEGMENT INTERSECTION GRADING & CURB RAMP PLAN CHECKED: S. FORMEN566E18 HRQIECTND: DRAWING NO. 106.11 m'�AONAL8�0 TALBOT RD S & S RENTON VILLAGE PL CHECKED CONTRA`TND' SHFEi NO' OF METRO PROJECT ENGINEER CXXXXXXXX 184 XXXX R-4214184 1 7,4 z 0 0 a x z x z o d V=0 Tx 95µµy i a� 0] 0 NJ z 11J I (LT) LEFT YS5 �O . TAL-21 25+56.7t. 25AZ L\. 25+00 --F 2 4' X 4' MIN LANDING 2% MAX A POINT A LOW SIDE (STA) B POINT B LOW SIDE (STA) S1 I (RT) RIGHT PERPENDICULAR CURB RAMP EXAMPLE NTS No 60% SUBMITTAL R- GIBN BY I APPD I DATE LEGEND \_ HMA FULL DEPTH \ \- CEMENT CONCRETE \ LANDSCAPING 0 DETECTABLE WARNING SURFACE CEMENT CONCRETE CROSSWALK •'�" . DOWNTOWN CEMENT CONCRETE SIDEWALK ---- RIGHT OF WAY (EXISTING) - - r - - RIGHT OF WAY (PROPOSED) �y r N > TAL-21 25+69. \ HP FL EL: 194.07 CT: 26+DD TAL_B_OT RD S TAL-2I-LINE nor ( ) 2 0 POINT A LOW SIDE (STA) S5 S7 POINT B LOW SIDE (STA) rn N -,.o_..o _.,o S4 Si I (RT) RIGHT PARALLEL CURB RAMP EXAMPLE NTS ,jacobs it GENERALNOTES 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. INTERSECTION NOTES 90 PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12-03 O2 PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F40.15.04 (D SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F40.16.03 4O DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02 CURB RETURN SCHEDULE RETURN TURN PC -STA, OFFSET PT -STA, OFFSET RADIUS LENGTH DELTA PC 1/4 1/2 3/4 PT 0 P TAL-21 25+42.09, 42.37' LT TAL-21 25+82.24, 17.86 LT 45.00' 49.38' 62052'13" 195.56 194.85 194.71 194.11 193.66 O 25+60.99, 34.62' RT TAL-21 25+74.72, 13.02' RT 15.00' 30.67' 1 117"09'21" 1 192.51 193.25 193.8 193.99 193.94 CURB RAMP TABLE LEFT RIGHT CURB RAMP WIN' WING LENGTH AT RAMP TYPE RAMP RAMPWIDTH POINTA(STA) POINTB(STA) S1% S2% S3% S4% S5% S6% S7% S8% 89% WIDTH WIDTH CENTER (MIN) (MIN) (MIN) PARALLEL A 1 9.52' 5.00' 8.00, 8.00' TAL-21 25+56.71 TAL-21 25+60.98 0.60 1.85 5.76 0.41 1.50 7.45 3.30 1.07 0.98 PERPENDICULAR 2 8.26' 4.00' 6.28' 5.13' TAL-2125+63.01 TAL-2125+60.89 1.50 1.40 6.86 1.12 1.00 1.75 1.00 1.60 WA P. ENG L9 King County METRO PNaE6EI E00588E18 METRO PROJECT ENGINEER ICXXX%RRXX 0' 10, 20' SCALE: 1"=10' METRO TRANSIT CAPITAL DIVISION "' RAPIDRIDE I LINE NOVEMBER 2021 RENTON SEGMENT DRAWINONO NTERSECTION GRADING & CURB RAMP PLAN 106.12 TALBOT RD S & S 23RD ST SHM'NOOF 85 XXXX R-4214185 I f_ CO \4 M Co a w iA - - 58+00 _ TALBOT RD SS"°° _ - - (TAL-2I-LINE) _.. _. __ .. __..._ O POINT A LOW SIDE (STA) S6 S5 S7 POINT B o LOW SIDE i ro� N (STA) Go D Z 7 W 00 CID 0 S3 S4 00 (LT) LEFT Si (RT) RIGHT PARALLEL CURB RAMP EXAMPLE NTS LEGEND iiiiiii eeeeoe eeaeeee HMA FULL DEPTH CEMENT CONCRETE LANDSCAPING DETECTABLE WARNING SURFACE CEMENT CONCRETE CROSSWALK DOWNTOWN CEMENT CONCRETE SIDEWALK RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) CURB RAMP TABLE GENERALNOTES 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. INTERSECTION NOTES iO PARALLEL CURB RAMP PER WSDOT STD PLAN F40.12-03 (D PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F40.15.04 (D SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16.03 0 DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02 LEFT RIGHT CURB RAMP WING WING LENGTHAT RAMPTYPE RAMP RAMPWIDTH POINTA(STA) POINTB(STA) Si% S2% S3% S4% S5% S6% S7% S8% S9% WIDTH WIDTH CENTER MI MI(MIND PARALLEL B 1 WA 5.00, 6.00, 8.00, TAL-21 57+36.25 TAL-21 57+31.25 1.44 1.50 WA 7.10 1.15 NA 6.90 NA 1.50 0' 10, 20' SCALE: 1"=10' o METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL Jacobs ACVILWILCOX ``�, UR P. ENG RAPIDRIDE I LINE NOVEMBER 2021 DRAM King County . CHECKED. PROUECTNN, RENTON SEGMENT DRAWING NO. it S. FORMEW586E18 METRO INTERSECTION GRADING & CURB RAMP PLAN 106.13 no. R-, WKN BY AFRO DATE `"ccxm: ` "O TALBOT RD S & S 32ND ST GHEFRNGOF METRO PROJECT ENGINEER CXXXXXXXX 186 XXXX R-4214186 I TAL-21 72+51.39, 57.07' LT PC TAL-21 72+47.50. 58.41' LT TAL-21 72+56.34, 24.48' LT ) '\ LP FL EL: 91.99 EE > O D � No 72+00 CURB RAMP (LT) LEFT LENGTH (L) TAL-21 72+38.98. 16.02' LT O POINT B LOW SIDE (STA) LOW SIDE (STA) DIRECTIONAL CURB RAMP EXAMPLE NTS 60% SUBMITTAL R-,WK N BY I AFRO I DATE in w u) TALBOT RD S (TAL-2ILINE) Jacobs LEGEND I HMA FULL DEPTH 72+80.12, 7 .24' LT CEMENT CONCRETE I LANDSCAPING TAL-21 724182.54, 60.09' LT DETECTABLE WARNING SURFACE TAL-21 7 +84.32, 52.41' LT CEMENT CONCRETE CROSSWALK PC I TAL-21 72+99.08, 50.29' LT DOWNTOWN CEMENT CONCRETE SIDEWALK PT R=8.00' =73+01 RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) N I LP 73+00 FL EL: 92.57 GENERAL NOTES 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. INTERSECTION NOTES OPARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12-03 O2 PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F40.15.04 0SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F40.16-03 (D DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02 CURB RETURN SCHEDULE RETURN PC -STA, OFFSET PT-STA, OFFSET RADIUS LENGTH DELTA PC 1/4 1/2 314 PT iO TAL-21 72+37.56, 15.98' LT TAL-21 72+59.94, 29.66 LT 25.00' 27.52' 63003'51" 92.37 92.19 92.09 91.99 92.32 O TAL-21 72+59.84, 29.65' LT TAL-21 72+55.37, 43.14' LT 10.00' 15.81' 90034'22" 92.32 32.48 92.63 92.78 92.94 O TAL-21 73+05+84, 28.79' LT TAL-21 73+07.42, 15.98' LT 6.50, 18.83' 165°57'56" 92.84 92.69 92.64 92.61 92.57 ® TAL-21 73+05.84, 28.79' LT TAL-21 73+11.92, 31.52' LT 10.00' 4.90' 28"03'49" 92.94 93.02 93.11 93.21 93.31 CURB RAMP TABLE LEFT RIGHT CURB RAMP WING WING LENGTH AT RAMP TYPE RAMP RAMP WIDTH POIMA(STA) POINfTB(STA) S7% S2% S3% S4% S50%WS6%oS7% SB% S9% WIDTH WIDTH CEMER MI MI MISINGLE DIRECTIONA 1 0.00' 8.00'TO 10.00' WA 11.60' TAL-21 72+38.98 TAL-21 72+56.34 2.00 1.50 1.60 0.50 6.50 WA WA WA SINGLE DIRECTION A 2 WA 8.00, 0.00, 5.56' TAL-2173+01.23 TAL-2173+07.42 0.73 0.50 1.40 1.50 7.50 WA WA WA 0' 10, 20' SCALE: 1"=10' pt q'ABBa-° TOy, "`" A. VILPR P. ENG METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE NovEMBERzozi DRAM: D.WILCOX KingCount L9 RENTON SEGMENT CHECKED: PROUECTNO: DRAWING NO . S. FORMAN EW566E18 METRO INTERSECTION GRADING & CURB RAMP PLAN 106.14 m'�AONAL8�0 TALBOT RD S & S 37TH ST CHECKED: CONmncTND. SHFEi NO: OF METRO PROJECT ENGINEER CXXXXXXXX 187 XXXX R-4214187 u TAL-21 73+75.00, 15.98' LT RAMP 74+00 TALBOT RD S (TAL-2I-LINE) No LE LEGEND HMA FULL DEPTH - - - - - - - - - - - �� CEMENT CONCRETE LANDSCAPING DETECTABLE WARNING SURFACE CEMENT CONCRETE CROSSWALK DOWNTOWN CEMENT CONCRETE SIDEWALK RIGHT OF WAY (EXISTING) 75+00 RIGHT OF WAY (PROPOSED) /0T44.04, Ltl./J RI TAL-21 73+84.09, 19.52' R7 RAMP 3 RAMP2 � O 441 r` C7 I TAL-21 75+47.93, 35.92' RT LP FL EL 93.89 yl I I I I I I S6_ S5 D- NI 11 Kv _ � N r GOOf GD �w U S3 O POINT A LOW SIDE (STA) S7 POINT B LOW SIDE (STA) N ^ (LT) LEFT I S1 I (RT) RIGHT PARALLEL CURB RAMP EXAMPLE NTS 60% SUBMITTAL R-,WK N BY I AFRO I DATE Jacobs GENERALNOTES 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. INTERSECTION NOTES 0 PARALLEL CURB RAMP PER WSDOT STD PLAN F40.12-03 QPERPENDICULAR CURB RAMP PER WSDOT STD PLAN F40.15.04 OSINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16.03 4O DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02 CURB RETURN SCHEDULE RETURN PC -STA, OFFSET PT -STA, OFFSET RADIUS LENGTH DELTA PC 1/4 1/2 3/4 PT O7 TAL-21 73+67.48, 34.19' RT TAL-21 73+82.48, 19.52' RT 15.00' 23.23 88044'26" 91.86 92.28 92.69 92.99 93.07 O TAL-21 75+24.47, 19.54' RT TAL-21 75+49.46, 44.58' RT 25.00' 39.31' 90005'07" 94.28 94.15 94.02 93.9 93.99 CURB RAMP TABLE LEFT RIGHT CURBRAMP WING WIN' LENGTH AT RAMPTYPE RAMP WIDTH RAMP WIDTH WIDTH CENTER POINTA(STA) POINTB(STA) S1% 82% S3% S4% S5% S6% S7% S8% S9% MI MI MI PARALLEL A 1 6.00, 5.00, 0.00, 8.00, TAL-21 73+75.00 TAL-21 73+80.00 1.27 1.50 7.69 WA 1.00 7.69 WA 1.50 WA PARALLEL B 2 11.80, 9.46' WA 8.00, TAL-21 73+84.09 TAL-21 73+74.98 1.50 1.50 7.50 WA 1.52 7.50 WA 1.50 WA PARALLEL A 3 9.14' 7.55' 9.14' 8.00' TAL-21 75+44.62 TAL-21 73+39.28 1.30 1.60 4.69 6.77 1.50 6.48 7.54 1.50 0.45 0' 10, 20' SCALE: 1"=10' pt q'ABBa-O T° "`" A. VILLPR P. ENG METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE "" - NOVEMBER 2021 DRAM : CWILCOX . King County RENTON SEGMENT CHECKED. PROIECTNO: DRAWING NO. S. FORMEW566E18 METRO INTERSECTION GRADING & CURB RAMP PLAN 106.15 asI°pAyg+° TALBOT RD S & S 37TH ST, S 38TH CT CHECKED: CONTRACTNO. SHFEi N=' OF METRO PROJECT ENGINEER CXXXXXXXX 188 XXXX R-4214188 =3 1 TAL-21 88+86.37, 21.92' LT LP } FL EL:,08.44 ❑ 1 m OD TAL-21 89+10.40, 5.00' LT TAL-21 89+20.40, 5.00' LT TAL-21 89+10.40, 2.00' LT DWS 4 TAL-21 89+20.40, 2.00' LT 0 89+00- O e- TAL-21 89+14.28, 2.00' RT a TAL-21 89+14.28, 5.00' RT TAL-21 89+24.27, 2.00' FIT DWS 60 I a � • y d TAL-21 89+05.68, 21.99' RT LP FL EL: 108.43 60% SUBMITTAL R-,WK N BY I AFRO I DATE Jacobs TALBOT RD S (TAL-2I-LINE) I= TAL-21 89+24.28. 24.71' RT A. VILLAR P. ENG �cyp DRAWN: Tp % C. WILCOX 4 CHECKED: PROJECTNO: Np p.�a pTgtyg4p0 CHECKED N CoRnRKE18 'TIpHAy$� CHECKED: LIXIiFACi IYJ METRO PROJECT ENGINEER CXXXXXXXX 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) GENERALNOTES 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. INTERSECTION NOTES 0 PARALLEL CURB RAMP PER WSDOT STD PLAN F40.12-03 QPERPENDICULAR CURB RAMP PER WSDOT STD PLAN F40.15.04 (D SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16.03 4O DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02 CURB RETURN SCHEDULE PC -STA, OFFSET PT-STA,OFFSET RADIUS LENGTH DELTA PC 1/4 1/2 3/4 PT IRETURN Oi TAL-21 88+94.28, 5.00' LT TAL-21 88+94.31, 5.00' RT 5.00, 15.71' 180924'19" 108.84 108.85 108.88 108.86 108.84 O2 TAL-21 89+24.28, 5.00' LT TAL-21 89+24.28, 5.00' RT 5.00' 15.71' 180000'00" 1 109.38 109.48 1 109.58 1 109.46 109.37 0' 10, 20' SCALE: 1"=10' METRO TRANSIT CAPITAL DIVISION DARE RAPIDRIDE I LINE NOVEMBER2021 King County RENTON SEGMENT DFAWIHEHO METRO INTERSECTION GRADING & CURB RAMP PLAN NC6.16 TALBOT RD S sHE 189 XXXX R-4214189 7,4 z 0 0 a x c� Y z z a x o � x Y, Rod d V=0 ry §E µaµk 45+00 p � ry \ \ S CO I v I Q 60% SUBMITTAL No I R-,WK N I BY I APPD I DATE S CARR RD (CAR -LINE) Jacobs X 60% TO BE SUBMITTED AT A LATER DATE 46+00 METRO PROJECT ENGINEER LEGEND HMA FULL DEPTH OCEMENT CONCRETE LANDSCAPING DETECTABLE WARNING SURFACE CEMENT CONCRETE CROSSWALK DOWNTOWN CEMENT CONCRETE SIDEWALK RIGHT OF WAY (EXISTING) RIGHTOFWAY PROPOSED) P. ENG L9 King County METRO PNaE6EI E00588E18 GENERALNOTES 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. INTERSECTION NOTES 0 PARALLEL CURB RAMP PER WSDOT STD PLAN F40.12-03 QPERPENDICULAR CURB RAMP PER WSDOT STD PLAN F40.15.04 (D SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16.03 4O DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02 0' 10, 20' SCALE: 1"=10' METRO TRANSIT CAPITAL DIVISION "' RAPIDRIDE I LINE NOVEMBER 2021 RENTON SEGMENT DRRWINONO NTERSECTION GRADING & CURB RAMP PLAN 106.17 S CARR RD & 105TH PL SE SHEE'N°OF 90 XXXX R-4214190 1 7,4 60% TO BE SUBMITTED AT A LATER DATE 45+00 S CARR RD 49+00 (CAR -LINE) a o 0 o ILI 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) 1 GENERALNOTES 1. ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS. 2. UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF CURB ARE FLOWUNE ELEVATIONS. 3. FOR MEDIAN DETAILS, SEE CIVIL DETAILS. INTERSECTION NOTES iO PARALLEL CURB RAMP PER WSDOT STD PLAN F40.12-03 (D PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F40.15.04 (D SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.18.03 0 DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02 N 0' 10, 20' SCALE: 1"=10' o "` METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL Is A. VILLDR*VNAR P. EKG RAPIDRIDE I LINE NOVEMBER 2021 TO% C. WILCOX King County 4 CHECKED' PROJECTNO; _7 RENTON SEGMENT CRANING NO. 0.�'BB°g Y S. FORMPN EW588E18 METRO INTERSECTION GRADING & CURB RAMP PLAN 106.18 NN. REVISION BY APP'0 DATE m'�AONAL8�0 CHECKED CGNTRACTNO, S CARR RD & 106TH PL SE SHEET 191°F XXXX METRO PROJECT ENGINEER CX%%%%%XX R-4214191 z 0 0 a x c� Y z z ° a x �x V=� Tr 3E" 3e oN yak 11 T 53+00 JC kjtAr\[N I �u (CAR -LINE) 54+00 I 60% TO BE SUBMITTED AT A LATER DATE LEGEND SS HMA FULL DEPTH CEMENT CONCRETE LANDSCAPING DETECTABLE WARNING SURFACE CEMENT CONCRETE CROSSWALK DOWNTOWN CEMENT CONCRETE SIDEWALK — - - — RIGHT OF WAY (EXISTING) RIGHTOF WAY PROPOSED) �4wl GENERALNOTES 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. INTERSECTION NOTES 9O PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12-03 QPERPENDICULAR CURB RAMP PER WSDOT STD PLAN F40.15-04 (D SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F40.16-03 4O DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02 N 0' 10, 20' SCALE: 1"=10' o "` METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL Jacobs AVILUR P. ENG RAPIDRIDE I LINE NOVEMBER 2021 CRWR King Cour>Ity C. WILCGXCHECKED. PROUECTNN, RENTON SEGMENT DRAWING NOit S. FORMPN EW588E18 METRO INTERSECTION GRADING & CURB RAMP PLAN 106.19 No. R-,WK N BY APPD DATE `"E`�m ""`�"° S CARR RD & 108TH AVE SE G"�j192 XXXX METRO PROJECT ENGINEER CX%%%%%XX R-4214192 E3 0 z 4 a B z 0 z 0 0 x z x 'c Ak gg Tx �A =e oN oR= a ? oaa aaa a LiI a a =O O �l I O I U) m l� Co 0 S a � I m � 14+00 z nl 60% TO BE SUBMITTED AT A LATER DATE �aaaa O as aaa g c 108TH AVE SE (SR 51 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) kc ko GENERALNOTES 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. INTERSECTION NOTES 0 PARALLEL CURB RAMP PER WSDOT STD PLAN F40.12-03 QPERPENDICULAR CURB RAMP PER WSDOT STD PLAN F40.15.04 (D SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.18.03 4O DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F45.10-02 Y 0' 10, 20' SCALE: 1"=10' o METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL Jacobs A. VIL AR P. ENG RAPIDRIDE I LINE NOVEMBER 2021 C. WILCOX kg King County CHECKED' PR°IECTNO; _7 RENTON SEGMENT CRANING NO. it S. FORMPN EW588E18 METRO INTERSECTION GRADING & CURB RAMP PLAN 106.20 NN. REVISION 8Y APP'0 DATE `"""m. `GNiFAGTNO, 108TH AVE SE & SE 180TH ST GREET"°' °F METRO PROJECT ENGINEER CXXXXXXXX 193 XXXX R-4214193 S 0 0 TA h 108TH 30+61.85. 29.55' LT S6 4' X 4' MIN LANDING 2% MAX A � POINT A LOW SIDE (STA) B POINT B LOW SIDE (STA) (LT) LEFT I S1 I (RT) RIGHT PERPENDICULAR CURB RAMP EXAMPLE NTS 31+00 108TH AVE SE (SR 515) 32+00 (108TH-LINE) T s 108TH 31+93.99, 39.44' RT RAMP3 �y ' I \"+ O \+ ! ^ \r" 00 LU 0 POINT A LOW SIDE (STA) S6 S5 S7 O POINT B LOW SIDE = m1 N (STA) m0 N 0= z U� m n S3 54 (LT) LEFT Si I (RT) RIGHT PARALLEL CURB RAMP EXAMPLE NTS 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) CURB RETURN SCHEDULE GENERALNOTES 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. INTERSECTION NOTES 0 PARALLEL CURB RAMP PER WSDOT STD PLAN F40.12-03 QPERPENDICULAR CURB RAMP PER WSDOT STD PLAN F40.15.04 (D SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.18.03 0 DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02 RETURN pC -STA, OFFSET PT-STA, OFFSET RADIUS LENGTH DELTA PC 1/4 PT 1O 108TH 30+55.34, 4.61' LT 108TH 30+55.38, 5.39' RT 5.00' 15.71' 180°00'00" 462.51 462.41 A4�2.3462+37 462.46 2O 108TH 30+73.34, 4.65' LT 108TH 30+73.36, 5.36' RT 5.00' 15.71' 180000'00" 463.12 463.26 463.07 108TH31+71.72,29.54'RT 108TH32+01.71,58.60' RT 30.00' 46.19' 88°12'31" 465.79 466.25 468.10 CURB RAMP TABLE LEFT RIGHT CURB RAMP WING WING LENGTH AT RAMPTYPE RAMP WIDTH RAMP WIDTH WIDTH CENTER POINFA(STA) POINTB(STA) S7% S2% S3% S4% S5% S6% S7% S8% S9% MIN) (MIN) (MIN) PARALLEL A 1 5.00, 5.00, 12.00' 5.00, 108TH 30+61.85 108TH 30+66.85 3.32 1.75 6.38 7.45 3.31 7.46 6.57 1.50 1.50 PARALLEL A 2 12.00' 5.00, 5.00, 5.00, 108TH 30+66.85 108TH 30+61.85 3.38 1.50 7.50 5.67 3.28 7.50 5.32 1.50 1.50 PERPENDICULAR A 3 11.64' 4.00' 5.12' 6.58' 108TH 31+93.99 108TH 31+91.12 1.50 7.68 9.27 2.84 1.95 1.95 1.80 1.80 WA 0' 10, 20' SCALE: 1"=10' o METRO TRANSIT CAPITAL DIVISION 60 /D SUBMITTAL Jacobs. DRAW P.ENG RAPIDRIDE I LINE NovEMeERzoz1 King County c. wucox CHECKED PRWECTNN, RENTON SEGMENT DRAWING NO it S.FORMA EW566E18 METRO INTERSECTION GRADING & CURB RAMP PLAN 106.21 NC. RE rioA ev �Pco TE `""Km CONfFACTNO 108TH AVE SE & SE 186TH ST §HEE'NO OF METRO PROJECT ENGINEER CXX%RRRRX 194 XXXX R-4214194 1 E3 0 02 2 108TH AVE SE (SR 515) 54+00 7/-' (108TH-LINE) n O POINT A LOW SIDE (STA) S7 POINT B LOW SIDE (STA) ^ oil (LT) LEFT I Si I (RT) RIGHT PARALLEL CURB RAMP EXAMPLE NTS 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) GENERALNOTES 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. INTERSECTION NOTES iO PARALLEL CURB RAMP PER WSDOT STD PLAN F40.12-03 (D PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F40.15.04 (D SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16.03 0 DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02 CURB RETURN SCHEDULE RETURN PC -STA, OFFSET PT-STA,OFFSET RADIUS LENGTH DELTA PC 1/4 1/2 1 3/4 1 PT O 108TH 54+27.44, 29.43' LT I 108TH 54+62.44, 64.86' LT 35.00' 55.40' 90"41'45" 457.10 1 456.67 1 456.49 1 456.31 1 456.41 CURB RAMP TABLE LEFT RIGHT CURB RAMP WING WING LENGTH AT RAMP TYPE RAMP WIDTH RAMPWIDTH WIDTH CENTER POINTA(STA) POINTB(STA) S1% S2% S3% S4% S5% S6% S7% S8% S9% MI MI MI PARALLEL A 1 9.50, 5.93, 5.94' 5.00' 108TH 54+48.92 108TH 54+53.28 1.30 1.50 6.56 7.12 1.40 T60 8.10 1.50 1.50 T 0' 10, 20' SCALE: 1"=10' o "` METRO TRANSIT CAPITAL DIVISION 60 /D SUBMITTAL DRAM Jacobs AVILUR P. ENG RAPIDRIDE I LINE NOVEMBER 2021 ``�, King County C. WILCOX CHECKED. PROUECTNO, RENTON SEGMENT DRAWING NO. it S. FORMPN EW566E18 METRO INTERSECTION GRADING & CURB RAMP PLAN 106.22 n a rr:N Rr aPPG DATE CHECKED COmmCTNO 108TH AVE SE & SE 192ND ST GHEERNO' OF METRO PROJECT ENGINEER CXXXXXXXX 195 XXXX R-4214195 R-4214196 2' X 2' SCORE JOINT PATTERN VARIES u_ 6" CRUSHED 10" CEMENT SURFACING BASE CONCRETE PAVEMENT COURSE CONCRETE CROSSWALK DETAIL �B1 SCALE: NOT TO SCALE " CEMENT CONIC. SIDEWALK WITH INTEGRAL CURB EXISTING GROUND R'"FP INTEGRAL CURB MAX 2:1 SLOPE 34" REINFORCING BAR 1B" MAX CONT. Wl2' MIN LAP AND 2" MIN COVER - #4 REINFORCING BAR / ' CONT. Wl 2' MIN LAP 24" 4" CEMENT CONIC. SIDEWALK #4 L. BARS @ 18" SPACING 4" CSTC CEMENT CONC. SIDEWALK WITH INTEGRAL CURB DETAIL %D'� SCALE: NTS DETAIL �C1 SCALE: 1"=5' C5.02 co 1] a 0 w F 0 m J a o METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL Jacobs AVILUR P. EKG RAPIDRIDE I LINE NOVEMBER 2021 D24WNKing County C. WILCOXCHECKED: PROUECTNO: METRO RENTON SEGMENT DMWING NOit S. FORMPN EN588E18 CIVIL DETAILS 105.02 CHECKED: CONCkkCTNJ'. NEETNO: OF No R-, WKN BY APPD DATE METRO PROJECT ENGINEER CXXXXXXXX 197 XXXX R-4214197 E a` rc 0 z 0 x 0 c� z z a o x S 0 3 x N0 �mr EEm q�12 �6k g J} ' J ¢ � •, I 5 �� i f s DW-R0l 10+56.55, 19.82' LT 1 DW-R01 10 +67.07, 22.78' LT 75 0 DW-R01 10+53.03,14.83'LT DW-R01 10+63.05, 19.79' LT u_ `) R=2.50' DW-R01 10+39.50 `<� DW-R01 10+63.03, 14.79' LT 0 1 1 TYPE C28 DW-R0110+67.00 10+0.00 DW-R01-LINE _I _ N2200412711W 11+00.00 •I MATCH NEATLY TO EXISTING DW-R0110+00.00 ASPHALT SURFACE GRA 18+07.17 I DW-R01 11+00.00 N: 175007.53 3 E: 1299570.66 DW-R01 10+63.03, 15.02' RT R=2.50' DW-R01 10+63.05, 20.02' RT DW-R01 10+53.03, 15.06' RT 7.5 ...� DW-R01 10+67.07, 23.01' RT 5.5'3.5' DW-R01 10+56.55, 20.05' RT 5 DRIVEWAY DW-R01 PLAN No 35 30 25 20 W SINGLE COMMERCIAL DRIVEWAY 0 0 CD CD 0 0 CD 4 0 � + II + M o II 4 N EXI TING GROUND aN II F(7 F`! D_J >W N DOW 0_J dJ >W OLJ D_J >W >w \ > PROPOSED GROUND 8.11 OOf N N G N N ,D+DD 10+20 DRIVEWAY DW-R01 PROFILE SINGLE COMMERCIAL DRIVEWAY 60% SUBMITTAL R-,WK N BY I AFRO I DATE Q 5 •DW-R02 10+56.55, 19.80, LT 2 cl 7.5' DW -R02 10+67.07, 22.75' LT -� 10+53.03, 14.81' LT DW-R02 10+63.05, 19.77' LT > ^DW-R02 } z R=2.50' - DW-R02 10+63.03, 14.77' LT DW-R02 10+39.50 I 1 TYPE C213 ' •- I DW-R0210+67.00 DW-R02-LINE o.00 N24036' S5"W 11+00.00 10+00.00 " ° • ' MA CH NEATLY TO EXISTING RA 19+76.59 ' ' ASPHALT SURFACE 3 DW-R0211+00.00 N: 175362.90 E: 1299722.13 )N\DW-R02 DW-R02 10+63.03, 15.04' RT R=2.50' DW-R02 10+63.05, 20.04' RT •° 5.5' 8' - 3.5' DW-R02 10+53.03, 15.08' RT DW-R02 10+67.10, 28.03' RT DW-R02 10+56.55, 20OT RT DRIVEWAY DW-R02 PLAN 35 3` 30 3C 25 2' 20 20 W 10+80 11+00 Jacobs SINGLE COMMERCIAL DRIVEWAY 0 n m 0 0 0 0 H m + + o F w EXI TING GROUND + m o N� n Q� FCR aJ >w V FM NN NN / N NN >w > W >w / W > 811% PROPOSED GROUND 35 011 25 20 10+00 10+20 10+40 10+60 10+80 11+00 DRIVEWAY DW-R02 PROFILE SINGLE COMMERCIAL DRIVEWAY DESIGNED. WPRMD: A. VILLAR P. ENG �M1'p rp' ,ka DRAW i CWILCOX King County CHECKED RRWECTNO: p.a�a'TIppNAHgAptyy1g S.FORN EN566E18 METRO $4�p0 CHECKED CONTRACiNJ'. METRO PROJECT ENGINEER CXXX%R%XX GENERALNOTES 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. S. CONTRACTOR TO ROUND DRIVEWAY TIE-IN POINT TO MATCH EXISTING GRADE. 6. ALL ELEVATIONS SHOWN ARE FINISHED GRADE. CONSTRUCTION NOTES O1 CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS NOTED) PER CITY OF RENTON STD PLANS 104,104.2,104.4, AND 104.5 OCEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE (TYPE AS NOTED) PER CITY OF RENTON STD PLANS 104.1 AND I D4.3 3 ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 112 IN. PG 58H-22 OVER 4-IN CSBC. CGONCRETE APPROACH WITH 6-IN. CEMENT CONIC. PAVEMENT OVER 4 3-IN CSBC. OCEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 LEGEND HMA CEMENT CONCRETE PAVEMENT LANDSCAPING RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) TEMPORARY CONSTRUCTION EASEMENT -1(- FENCE RETAINING WALL 0' 10, 20' HORIZ SCALE: 1"=10' 0' r 4' VERT SCALE: 1" = 2' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT DRIVEWAY PLAN & PROFILE NOVEMBER 2021 C9.01 N 198 XXXX R-4214198 1 No U• , • DW-R03 10+53.06, 22.42' LT } Q ' DW-R03 10+63.07, 22.37' LT �Iw S ✓ .1 TYPE C2B � V 3 DW-R0310+39.50 l000 - DW-R0310+63.00 DW-R03-LINE 11+00.00 _ _ _ _ _N26033'46"W_ + W-R0311+00.00 DW-R03 10+00.00 MATCH NEATLY TO EXISTING N: 175477.45 GRA 22+39.79 ASPHALT SURFACE E: 1299951.00 DIN-R03 10+53.07, 22.42' RT P- ❑ 8 DW-R03 10+54.29, 22.41' FIT R=3.00' DW-R0310+57.31, 25.33' RT z N •, 6 '• I G Ln •. O '5.5' ;.8'%_! 4.5' DW-R0310+63.23,41.37'RT A 4.53' MATCH NEATLY TO EXISTING ASPHALT SURFACE 35 30 25 20 W DRIVEWAY DW-R03 PLAN SINGLE COMMERCIAL DRIVEWAY n o 0 m L6 + + 0 o + o 0 II ¢ o ¢ EXIST NG GROUND WOO F0 NN N aJ aJ >w N m© aJ 8.11% PROPOSED GROUND O^ ^ o 0 N N N N N 35 ID 25 E 10+00 10+20 10+40 10+60 10+80 11+00 DRIVEWAY DW-R03 PROFILE SINGLE COMMERCIAL DRIVEWAY 60% SUBMITTAL R-,WK N BY I AFRO I DATE 12 acobs C WILCO P. EN6DRAM, �King County C. WILCGXCHECKE S. FOR °� PR 566EI8 METRO it CHECKED N CONTRkE18CHECKED: LIXIiMCi NJ'. METRO PROJECT ENGINEER CXXXXXXXX GENERALNOTES 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. S. CONTRACTOR TO ROUND DRIVEWAY TIE-IN POINT TO MATCH EXISTING GRADE. 6. ALL ELEVATIONS SHOWN ARE FINISHED GRADE. CONSTRUCTION NOTES O1 CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS NOTED) PER CITY OF RENTON STD PLANS 104,104.2,104.4, AND 104.5 OCEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE (TYPE AS NOTED) PER CITY OF RENTON STD PLANS 104.1 AND I D4.3 3 ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 112 IN. PG 58H-22 OVER 4-IN CSBC. CGONCRETE APPROACH WITH 6-IN. CEMENT CONIC. PAVEMENT OVER 4 3-IN CSBC. (D CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 LEGEND HMA CEMENT CONCRETE PAVEMENT LANDSCAPING RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) TEMPORARY CONSTRUCTION EASEMENT �(— FENCE RETAINING WALL 0' 10, 20' HORIZ SCALE: 1"=10' 0' r 4' VERT SCALE: 1" = 2' METRO TRANSIT CAPITAL DIVISION DATA RAPIDRIDE I LINE NOVEMBER 2021 RENTON SEGMENT DRAWING NO DRIVEWAY PLAN & PROFILE NC9.02 E 199 XXXX R-4214199 i] MATCH NEATLY TO EXISTING ASPHALT SURFACE I' ° 4N 10+00.00 S87028' 01 "E _ DW-RO410+39.75 No i 35 30 25 Jul DW-RD410+00.00 I r N: 174936.11 E: 1300383.53 - 10" " 8.5, i SIC DRIVEWAY DW-R04 PLAN SINGLE COMMERCIAL DRIVEWAY in YPE C2 0 CO QMATCH N€ IDW-RO4 10+58.22,10.67'LTW-R04 10+58.30 DW-R04-LINE 11+do.00 10+00.00 DW-R04 11+00.00 TAL-B 16+63.82 D1 DW-R04 10+58.28, 10.33' RT N: E: n CD o CO v1 CO ri m F > Fm ¢N yN EXISTING GROUND F c>w >w — — — PROPOSED GROL ND p a M M 40 40 35 35 30 30 25 25 W 10+00 10+20 10+40 10+60 10+80 11+00 DRIVEWAY DW-R04 PROFILE SINGLE COMMERCIAL DRIVEWAY 60% SUBMITTAL Jacobs R-,WK N BY I AFRO I DATE i -,1- I y-- ATLY TO EXISTING 'I`I� 1PHALT SURFACE I S870 20' 10"E ' DW-R0510+39.80 1 ' I V-RO510+00.00 174811.31 1300377.72rF 0 DRIVEWAY DW-R05 PLAN SINGLE Cn 0 z 0 m J `- I- 0+58.30, 11.00- LT 10+58.30 -R05-LINE 11+ o.00 7W-R05 11+00.00 TAL-B 17+88.99 I m 0 m+ 10+58.30, 11.00' RT 'E C2 m cmi $ m N o m II o + o F II �I II rn H n 1 F EXISTING GROUND > Nn N Nm >W PROPOSED GRO JND a M� 35 n GENERALNOTES 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. S. CONTRACTOR TO ROUND DRIVEWAY TIE-IN POINT TO MATCH EXISTING GRADE. 6. ALL ELEVATIONS SHOWN ARE FINISHED GRADE. CONSTRUCTION NOTES O1 CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS NOTED) PER CITY OF RENTON STD PLANS 104,104.2,104.4, AND 104.5 OCEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE (TYPE AS NOTED) PER CITY OF RENTON STD PLANS 104.1 AND I D4.3 3 ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1I21N. PG 58H-22 OVER 4-IN CSBC. GCONCRETE APPROACH WITH 6-IN. CEMENT CONIC. PAVEMENT OVER 3-IN CSBC. (D CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 LEGEND HMA CEMENT CONCRETE PAVEMENT LANDSCAPING RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) TEMPORARY CONSTRUCTION EASEMENT —)(— FENCE RETAINING WALL a 10, 20' HORIZ 25 SCALE: 1"=10' 10+00 10+20 10+40 10+60 10+80 11+00 DRIVEWAY DW-R05 PROFILE SINGLE COMMERCIAL DRIVEWAY DESIGNED. APPRMD: A. VILLAR P. ENG Of �cyp rp1'i ,L9 DRAW CWILCOX King County CHECKED PROUECTNO: p.a�a'TIppNAHgAptyy1g S.FORN EW566E18 METRO $4�p0 CHECKED CONTRACTN'. METRO PROJECT ENGINEER CXXXXXXXX 0' r 4' VERT SCALE: 1" = 2' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT DRIVEWAY PLAN & PROFILE NOVEMBER 2021 C9.03 N 200 XXXX R-4214200 I DW-�(R0661010+41.80, 20.0020.00'' MATCH NEATLY TO EXISTINC .IAT&TI . 10+00.00 S_870 20' 10"E DW-R06 10+00,00 N: 174593.42 E: 1300367.58 DW-RO6 10+41.80, Y LTA I L • _ Y 1`Al111 '� DRIVEWAY DW-R06 PLAN SINGLE COMMERCIAL DRIVEWAY U) w ROB 10+49.80, 20.00' LT zm m a J `- H N-RO6 10+58.30 po I n DW-R06-LINE 11+do.oc 10+49.80, 20.00' RT I 40 1V )5 p 3 v 0 0 + CD � II II II N� N? FM. v y� EXISTING GROUND M n ro > w aw ° >>w >W -�>w >w _— — PROPOSED GROUND )0 3 >5 2 kW a0 K cv i — DW-R07 10+34.16, 5.70' LT 10+00.00 DW-R0710+00.00 N: 162316.32J/ DW-R0710+33.70 E: 1302841.13 DW-R07 10+33.24, 5.70' 475 47C 465 m Q DW-R07 10+64.96, 8.00' LT VA DW-R07-LINE y � I DW-R0710+64.96, 8.00, RT � e I DRIVEWAY DW-R07 PLAN SINGLE RESIDENTIAL DRIVEWAY 10+70.46 TYPE R1 0 w LLILU I ■ w Q 3 = o_ 001 O ^ ri + 0 \ II \ Na \ \ >W rn m O Q tO T C) Q + p O O+ + N O IA fop IIO I10� QO —V Q011p \>w v namm >w >w >w>w -11.97% _ --- .98 1.99% ^ N m el N tp v e y v a e 475 470 465 MIN 10+00 10+20 10+40 10+60 10+80 11+00 10+00 10+20 10+40 10+60 10+80 11+00 DRIVEWAY DW-R06 PROFILE DRIVEWAY DW-R07 PROFILE SINGLE COMMERCIAL DRIVEWAY SINGLE RESIDENTIAL DRIVEWAY DESIGNED. APPIRMI), 60% SUBMITTAL Jacobs DA. RAM P. ENG e L9 King County C. WILCOX DNmRm: PN 566EI8 METRO CS. HECKMPN E00588E18R-JWKN BY APPD DATE cNECXm: coxnucrxD. METRO PROJECT ENGINEER CXXXXXXXX GENERALNOTES 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. S. CONTRACTOR TO ROUND DRIVEWAY TIE-IN POINT TO MATCH EXISTING GRADE. 6. ALL ELEVATIONS SHOWN ARE FINISHED GRADE. CONSTRUCTION NOTES O1 CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS NOTED) PER CITY OF RENTON STD PLANS 104,104.2,104.4, AND 104.5 OCEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE (TYPE AS NOTED) PER CITY OF RENTON STD PLANS 104.1 AND I D4.3 3 ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 112 IN. PG 58H-22 OVER 4-IN CSBC. CGONCRETE APPROACH WITH 6-IN. CEMENT CONIC. PAVEMENT OVER 4 3-IN CSBC. (D CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 LEGEND HMA CEMENT CONCRETE PAVEMENT LANDSCAPING RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) PROPERTY LINE (EXISTING) .. — TEMPORARY CONSTRUCTION EASEMENT �(— FENCE RETAINING WALL N 0' 10, 20' HORIZ SCALE: 1"=10' 0' r 4' VERT SCALE: 1" = 2' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT DRIVEWAY PLAN & PROFILE NOVEMBER 2021 C9.04 N 201 XXXX R-4214201 2 cwz �6vu¢ E No CITY OF RENTON DRAINAGE NOTES 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT S. ALL UTILITY TRENCH BACKFILL AND ROADWAY 15. BUILDINGS AND OTHER STRUCTURES SHALL BE 25, ISSUANCE OF THE BUILDING OR CONSTRUCTION 31. CONSTRUCTED PERMEABLE PAVEMENT SHALL BE ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SUBGRADE SHALL BE COMPACTED TO 95%MAXIMUM PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT PERMITS BY THE CITY DOES NOT RELIEVE THE PERMEABLE ENOUGH TO ABSORB WATER AT A SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY DRY DENSITY PER SECTION 2-03.3(14)D-COMPACTION WIDTHS AND BUILDING SETBACKS LINES OF THE APPLICANT OF THE CONTINUING LEGAL OBLIGATION MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY REFERRED TO AS THE CITY, THE APPLICANT, AND THE AND MOISTURE CONTROL TESTS OF THE WSDOT RENTON SWDM. AND/OR LIABILITY CONNECTED WITH STORMWATER AFTER THE PAVEMENT SURFACE HAS BEEN WETTED APPLICANTS CONTRACTOR. STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT DISPOSAL. THE CITY DOES NOT ACCEPT ANY CONTINUOUSLY FOR AT LEAST 10 MINUTES. AND OTHER INFILTRATION AREAS, ALL TRENCH 16. LIDS OF MANHOLES/CATCH BASINS WITHIN PUBLIC OBLIGATION FOR THE PROPER FUNCTIONING AND COMPLIANCE WITH THIS MINIMUM RATE SHALL BE 2. THE APPLICANT SHALL BE RESPONSIBLE FOR BACKFILL SHALL BE FIRM AND UNYIELDING BUT IN NO RIGHT-OF-WAY SHALL NOT BE ADJUSTED TO FINAL MAINTENANCE OF THE STORM SYSTEM PROVIDED CHECKED PRIOR TO CONSTRUCTION APPROVAL OF SECURING ALL NECESSARY CITY, STATE, AND FEDERAL CASE SHALL BE COMPACTED TO MORE THAN 92%OF GRADE UNTIL AFTER PAVING. ALL MANHOLE/CATCH DURING CONSTRUCTION. THE PAVEMENT. COMPLIANCE MAY BE CHECKED USING PERMITS PRIOR TO CONSTRUCTION. MAXIMUM DRY DENSITY. BASIN RIMS SHALL BE ADJUSTED TO BE FLUSH WITH A SIMPLE BUCKET TEST IN WHICH 5 GALLONS OF 3. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN. 26, ADEQUATE SAFEGUARDS, SAFETY DEVICES, WATER IS POURED ONTO THE PAVEMENT SURFACE ALL DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH 9. OPEN CUTTING OF EXISTING ROADWAYS FOR STORM PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER AT ONCE. IF ONLY A MINOR AMOUNT OF WATER PONDS THE LATEST EDITION OF THE CITY OF RENTON DRAINAGE WORK IS NOT ALLOWED UNLESS 17. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT ACTIONS NEEDED TO PROTECT THE LIFE, HEALTH, AND OR RUNS OFF THE SURFACE, THEN THE PAVEMENT IS SURFACE WATER DESIGN MANUAL (RENTON SWDM), SPECIFICALLY APPROVED BY THE CITY AND NOTED ON OF WAY SHALL BE SUFFICIENT LENGTH TO PROVIDE A SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY CONSIDERED TO MEET THE MINIMUM RATE OF RENTON MUNICIPAL CODE (RMC), AND THE STANDARD THESE APPROVED PLANS. ANY OPEN CUT SHALL BE MINIMUM 3:1 SLOPE FROM THE EDGE OF THE IN CONNECTION WITH THE PERFORMANCE OF WORK ABSORPTION. AT LEAST ONE TEST SHALL BE SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL RESTORED IN ACCORDANCE WITH THE CITY TRENCH DRIVEWAY TO THE BOTTOM OF THE DITCH. SHALL BE PROVIDED. ANY WORK WITHIN THE CONDUCTED PER 1,000 SQUARE FEET OF PERMEABLE CONSTRUCTION PREPARED BY WSDOT AND THE RESTORATION STANDARDS. TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT PAVEMENT. IF THIS TEST IS NOT CONCLUSIVE, THEN AMERICAN PUBLIC WORKS ASSOCIATION (APWA). IT 18. ROCK FOR EROSION PROTECTION OF ROADSIDE NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC ANOTHER TEST PER ASTM C1701 SHALL BE SHALL BE THE SOLE RESPONSIBILITY, THE 10. ALL PIPE AND STRUCTURES SHALL BE STAKED FOR DITCHES, WHERE REQUIRED, SHALL BE OF SOUND CONTROL PLAN APPROVED BY THE CITY. ALL SECTIONS CONDUCTED. FOR LARGE AREAS (E.G., PARKING APPLICANT TO ERROR, OMISSION OR O SURVEY LINE AND GRADE PRIOR TO THE START OF QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE (1) OF THE WSDOT STANDARD SPECIFICATIONS 1-10 AREAS), TESTING OBSERVATION MAY BE M THE VARIATION FROM THE ABOVE REQUIREMENTS FOUND CONSTRUCTION. WHERE SHOWN ON THE PLANS OR FOOT AND SHALL MEET THE FOLLOWING TEMPORARY TRAFFIC CONTROL SHALL APPLY. ACCOMPLISHED WHILE WALKING BEHIND ASLOWLY THE PLANS. ALL CORRECTIONS SHALL BE AT NO WHERE DIRECTED BY THE CITY, THE EXISTING SPECIFICATIONS: MOVING A ADDITIONAL COST TO THE CITY. MANHOLES, CATCH BASINS, OR INLETS SHALL BE A. 4-8 INCH ROCK /40-]0%PASSING. 27, PROJECTS LOCATED WITHIN THE CITV'S AQUIFER TO THE BDISCHARGINGWATERATA RATE SIMILAR TO THE BUCKET TEST. PERMEABLE SIMILAR ADJUSTED TO THE GRADE AS STAKED. PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL PAVERS SHALL BE TESTED USING ASTM C1781. 4. APPROVAL OF THE ROAD, GRADING, PARKING, B. 24 INCH ROCK 130-40%PASSING; AND REQUIREMENT M60F THE RENTON SWDM AND 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 APPLICANTS 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. 60% SUBMITTAL REvl;12A 3v 14PPU I -ATE 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 5INSIDE 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: 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. LESS THAN 2 INCH ROCK 110 - 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 74M.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. C. ROUND, SOLID LIDS DISPLAYING THE CITY 24. FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED, LOGO WHEN WITHIN THE PUBLIC GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT RIGHT-OF-WAY OR IN AN EASEMENT TO THE SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE CITY. PRIVATE STRUCTURE LIDS OUTSIDE SOIL EITHER STOCKPILE AND REDISTRIBUTE THE PUBLIC RIGHT-OF-WAY AND EASEMENTS TO EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND THE CITY SHALL NOT DISPLAY THE CITY LOGO. THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 264.00. .;acobs 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. 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 (HOPE) 2.0 J. GREEN P. ENS HRJNN OHNSON King County METRO PNO,E6ENo J. ET9LAIN J.ETUL E00558E18 METRO PROJECT ENGINEER ICXX%RRRRX METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT DRAINAGE GENERAL NOTES NOVEMBER 2021 C7.00 I NO: Of 202 XXXX R-4214202 0 m o p--ol I we I �rI�I 0 m 3vo Fnn0 ^Iin$ T 0 0 I w 0 r_rcwIrcrl "�miw�� a-cn- N mo��Nso�Wku,�wil �iit II byi Y on:�nnw \®I N,« 0 W o o 0 N' X p° l0z 0o f o 2z 2ca o w iiW W 000 ,N 0o wow ° p ci 0mU oo P NN 0 ED M M M a)M10 09 11+00 11 LOGAN AVE S Fri 12+00 + / / 14+00 SD Iz (LOG -LINE) tt -- m� tt o tt tt x � II6TII F�< 3 ® _ ONOJ O_ �• •,•, II oM ® HHI 3_ ry ,i1 �� ou Nww ,npoPda! 'm^o"'N�NW / pu m, o V .N xo .- a m e� 'M- n Imo`? �f� a� �mm nwmryU�Wl - mpoo o -n pnm N«No - rom rc f Y im E N^Muo iiun 'I 5 m Nw_^' _-30 ,. II & x 01 m �� �LU v��� J Z m3wr �o z _ z m g m N a =� U) - I o � o w3 . MATCH LINE 2ND 11+00 — SEE SHEET 1C7.02 x �o o F % o x aw U G ae= C m vi DESIfNED'. FPIPROKED'. ryEI = VOA/a SUBMITTAL Jacobs *810M�`J/CJ'GREEN REDS v i DRAWNeR H. JGHN60N King Courrty D HaE�NDMETRO J. ETULAIN E00566E10CHECKED: CCMF lqo'. H x No. REVISION BY APP'D DATE METRO PROJECT ENGINEER CDOOODDCK GENERAL NOTES 1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2. ALL PROPOSED CATCH BASINS SHALL HAVE VANED GRATES, PER CITY OF RENTON PAID STD PLAN 204.20 STORM DRAINAGE NOTES OADJUST INLET OR CATCH BASIN TO GRADE OADJUST MANHOLE TO GRADE OADJUST STORM DRAIN MANHOLE WITH V RISER GREMOVE INLET OR CATCH BASIN OREMOVE STORM DRAIN PIPE O6 REPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PAID STD PLAN 204.10 OCONNECTION TO EXISTING DRAINAGE STRUCTURE Og INSTALL CATCH BASIN TYPE 1 PER CITY OF RENTON PWD STD PLAN 200.00 Og INSTALL CATCH BASIN TYPE 2 PER CITY OF RENTON PWD STD PLAN 201.00 10 INSTALL 4'x4' FILTERRA WATER QUALITY UNIT 11 INSTALL 4'x6' FILTERRA WATER QUALITY UNIT 12 INSTALL 4'x8' FILTERRA WATER QUALITY UNIT 13 INSTALL 4'x4' MODULAR WETLAND WATER QUALITY UNIT 14 INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT 15 INSTALL 4'x8' MODULAR WETLAND WATER QUALITY UNIT i6 INSTALL FLOW CONTROL STRUCTURE PER CITY OF RENTON PWD STD 237.00 17 CONNECTION TO EXISTING PIPE ig INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB DRAIN, PER DETAIL 1/1 DRD.02 19 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, PER DETAIL 1/1 DFI 20 INSTALL 12'X6' OIL WATER SEPARATOR UNIT PER CITY OF RENTON PWD STD 240.10 LEGEND O EXISTING CATCH BASIN O EXISTING MANHOLE sD EXISTING STORM DRAIN PIPE E CATCH BASIN TYPE 1 O CATCH BASIN TYPE —SD— STORM DRAIN PIPE Y 0' 20' 40' SCALE: 1"=40' METRO TRANSIT CAPITAL DIVISION DATE: RAPIDRIDE I LINE NOVEMBER 2021 RENTON SEGMENT DRAWING NO DRAINAGE PLAN 1C7.01 2ND 11+00 TO LOG 14+50 SHEET"°DR 203 XXXX R-4214203 GENERAL NOTES T 1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. N 2. ALL PROPOSED CATCH BASINS SHALL HAVE VANED GRATES, PER CITY OF RENTON PWD STD PLAN 204.20 ' STORM DRAINAGE NOTES Q Oi ADJUST INLET OR CATCH BASIN TO GRADE Uj OZ ADJUST MANHOLE TO GRADE z - -. O ADJUST STORM DRAIN MANHOLE WITH V RISER (D REMOVE INLET OR CATCH BASIN IUD O REMOVE STORM DRAIN PIPE OCITY OF REPLACE NTONPWD STE WITH QoPLLOCKING0.10 METAL COVER PER O7 CONNECTION TO EXISTING DRAINAGE STRUCTURE o _ _ INSTALL CATCH BASIN TYPE 1 PER CITY OF RENTON PWD STD PLAN 200.00 M Og INSTALL CATCH BASIN TYPE 2 PER T O O CITY OF RENTON PWD STD PLAN 201.00 r ^' C.)/ U 10 INSTALL 4'x4'FILTERRA WATER QUALITY UNIT ASPH SDIAH i2 RIM=3368' IE(W)-27d18"RCP FF IE(E)=270' 18"RCP 11 INSTALL 4'x6'FILTERRA WATER QUALITY UNIT W F- S 8 TI RIM-32J4 CONE 1 18- W 16, I S-31.s' 6'SCP 0 I W 12 INSTALL 4'x8'FILTERRA WATER QUALITY UNIT �- TO OF SED31.2 GRA55 W !N ftcc - - - - - - _ -= s_ z6 cDNc- _ - - - - - - - N 13 INSTALL 4'x4' MODULAR WETLAND WATER QUALITY UNIT W - - SDMH T2 CHANN IF LEI 14 INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT (/) F - W o SD 5D SD _5D SD SD SD S SD SD SD SD 5D SD 5D 5D IE(N) V) 15 INSTALL 4'x8'MODULAR WETLAND WATER QUALITY UNIT 5 I �� S3 0 SD SS I i6 INSTALL FLOW CONTROL STRUCTURE PER :=GRASS�� G TOP F M NUMENT CASE C' �.� oI ae,o S 2ND ST O CITY OF RENTON PWD STD 237.00 O1 00 15+00 _�II ..22� - _ + O O 36 36+ D+ ® VRAEH BIN IE(W)=29tl�tYM2CP (2ND-LINE) + O �p C 36 11 17 CONNECTION TO EXISTING PIPE o � 6. 2028 O 2021 GRASS 0 2002 34' -�-- ig INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB X Q Do NOT ENTER DRAIN, PER DETAIL 1/1 DRD.02 Z Z 19 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, W N ❑ t� 04 PER DETAIL 1/1 DRD.03 W w w - w w ASP �� g Z w w s- W INSTALL r J � 5 3 z 20 RENTONIFD STD 20?EOR SEPARATOR UNIT PER CITY OF = oU $ r D B x LEGEND u- - - - - 5. - - - - SGWLR RIM-32.57 _ CONc : orvcSSMl132.91M-21oi _ _ _ Q IE(5)=29s' 6"RCP H' IE(5)=29.8' 6"PVC r 3 EPICS T2 RIM-32,44' s IE(W)=29.5' 12-RCP 17 4 IE(NW)=29.7' 6'PVc T - --I Q o EXISTING CATCH BASIN 0 x CHANNELED STRUCTURE F 801 PIPE(N' 12-R.9' 1 EDGE Ti ftIM-3252' IE(E)=29.0' 12-RCP s°Ce T1 RIM=323r EKE IE(W)30.8' 6^RCP O EXISTING MANHOLE IE(W)=2 SU -289 IE(N)=29.9' 5-RCP R�,CK • SUMP=3Q6' O SUMP=28.9' IE(E)=29.9' 5-RCP � 27 LF 8" SD SUMP=25.9' ®! SDCB(1-1), TYPE 2-08' rc PIPE PLUG "cHERNE INDUSTRY " MO sR 10+62.58, 12.38 LT 9 -SD- EXISTING STORM DRAIN PIPE " z00 RIM EL=32.80 x z CATCH BASIN TYPE 1 IE = 30.64 (8" S) IN IE = 30.64 (6" W) OUT ■ PIV M o o g O CATCH BASIN TYPE SDCB (1-2), TYPE 1 m MOR 10+89.51,16.34 LT 0 RIM EL=32.82 -SD- STORM DRAIN PIPE IE = 30.78 (8" N) OUT I T a N �o �o F % 0' 20' 40' oy U � r _ SCALE: 1"=40' smy oeslc+leo. nRraov>:o. METRO TRANSIT CAPITAL DIVISION RATE: ErN 6U �O SUBMITTAL U810MALVO . 'Qo�GFEEN P.ENG RAPIDRIDE I LINE NOVEMBER 2021 4x Jacobs 1W1L � King County CHECHN80NcHEcaE" RRQIE4T1%1 RENTON SEGMENT 6RAWIN°ND METRO oK J.ETULAIN E00566E16DRAINAGE PLAN 1C7.02 °N "6m. °"R "°I 2ND 16+00 TO 2ND 11+00 s"EET"°' °` o X � No REVISIc% ", A"= , a METRO PROJECT ENGINEER GOODD OX 204 XXXX R-4214204 SDCB RIM=31 25' - IE(SE)-28.1' 6"RCP SUMP-27A' ASPH CONIC e^ 40" \- VUMENT CASE SDMH T2 RIM-31 IIE=2DEPE 5E(E)27 12 HD IE(N)=22712"CPP IE(S)=226 12"CPEP SUMP=20T IF s 9 SDCB (13), TYPE 2d8" 2ND 20+33.76, 84.89 LT . RIM EL=31.40 U IE=28.42(8'E)IN IE = 22.44 (12" N) IN, IE = 22.44 (12" $) OUT Ss a SS� N ss SDMH RIM-31.59' IE(W)=27.S 6-RCP IE(Q-27.Y 12 RCP IE(NE)=25.6 I2RCP IE(S)=225' 12-RCP TOP OF SED=228' SSMH RIM=32.17' IE(W)=21,48'PVC ENTER ONLY IE(S)=20.4' 24"DI IE(E)=204- I5"DI SDMH T2 RIM=32.24' SSMH RIM=32.02' .211Y 6" RCP IE(W)=20.4' 15' RCP IE(N)=28.1' 6" RCP 'S ASPH 6' CLF IE(E)=20-3' 15- RCP IE(E)-28.1' 12" RCP IE(N)=20.2' 12" RCP ' RAGS sump=2SO' TTT 22 _ - _ - - -- -- -- -- - - --do- 8 P }- ED O �55 55 O ss TOP Of _ - - S 2ND ST o w TRASH BIN 19+00 (2ND-LINE) 18+00 JE DMH(1-E2),L DO NOT ENTER ND 17+23.58, 47.24 LT °p GRASSAD ^ U234 (''� 38' 02035 40"32- 02036 038' 030.. :(OD2029 :j:jS0=28.10(8"S)IN2ND M EL = 32.44 I0 SDMH(1-E3), J ,� 20+36.42, 51.05 LT Do NOT ENTER =28.10 IS"NE)IN B RIM EL = 31.67 =8.10 (12" E) INTOP IE = 22.70 (12" N) IN OF MONUMENT CASE = 28.10 (12" W) OUT O -IE = 22.60 (12" S) OUT ASPH `s SD ED O 5 5 7 17 r. t6" SIB P 18' co D 5 SDCB it RIM=31.93' REACTOR DC8 TI IE(E)=29.9' 6-RCP 4 5 NEW'STgUCNRE SUMP=28.0' 17 W 4 IEINW)=8"HOPFv 17 \ \ \ SDCB Tl RIM=32.27 6-RCP 52 LF 8" SD • \ IE(W)-29.6' r�+.. \ IE(Q-29.5' 6"POP SDCB (id), TYPE 1 8 \ \ IE(N)=2s4' 6'RCP H _ 2ND20+03.8$81.54LT \ \ sump=29.r � RIM EL=31.25 No PARKING �' c 33 LF 8"SD IE=28.58(8"W)OUT \ \ \ \ SDCB (1-5), TYPE g 1 Q LL1 ,�, Sp \ 2ND 17+28.03, 98.75 LT Q RIM EL=32.13 \ Sp \ \ \E=28.22(8"N)OUT I spmN RIM=31sY N O U L LI SDMH T2 RIM=3 N HE(SW�18 IE(E)_28.3' 18 n r / O - 8 + `° o Z SDCB N +75 y 2ND i6+75.14, 47.22 LT _RIMEL=32.31 - Ld -IE = 28.33 (12' M OUT w Z IE=28.33(12'E)OU7 J 2 TER 17 � SDCB Tl RIM=32.00' IE(W)-29.8' 6-RCP SUMP=28.1' >r o �o F 2 oy U G Mn= DESIGNED. APPROVED'. 'IQN VOA/a SUBMITTAL Jacobs *810M`J(CDRAWNN P. ENGE v = OMWNH. JOHN80NKing County D RaE�ND METRO i oK J.ETULAN E60566E10�CHECKED: CCMRF NO'. H x No. REVISION BY APR PATE METRO PROJECT ENGINEER CXX%%%ffiX GENERAL 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 STORM DRAINAGE NOTES OADJUST INLET OR CATCH BASIN TO GRADE OADJUST MANHOLE TO GRADE OADJUST STORM DRAIN MANHOLE WITH V RISER OREMOVE INLET OR CATCH BASIN OREMOVE STORM DRAIN PIPE 0REPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 OCONNECTION TO EXISTING DRAINAGE STRUCTURE 0 INSTALL CATCH BASIN TYPE 1 PER CITY OF RENTON PWD STD PLAN 200.00 pINSTALL CATCH BASIN TYPE 2 PER CITY OF RENTON PWD STD PLAN 201.00 10 INSTALL 4'x4' FILTERRA WATER QUALITY UNIT 11 INSTALL 4'x6' FILTERRA WATER QUALITY UNIT 12 INSTALL 4'x8' FILTERRA WATER QUALITY UNIT 13 INSTALL 4'x4' MODULAR WETLAND WATER QUALITY UNIT 14 INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT 15 INSTALL 4'x8' MODULAR WETLAND WATER QUALITY UNIT i6 INSTALL FLOW CONTROL STRUCTURE PER CITY OF RENTON PWD STD 237.00 17 CONNECTION TO EXISTING PIPE ig INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB DRAIN, PER DETAIL 1/1 DRD.02 19 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, PER DETAIL 1/1 DRD.03 20 INSTALL 12'X6' OIL WATER SEPARATOR UNIT PER CITY OF RENTON PWD STD 240.10 LEGEND 0 EXISTING CATCH BASIN O EXISTING MANHOLE so EXISTING STORM DRAIN PIPE m CATCH BASIN TYPE 1 O CATCH BASIN TYPE -SD- STORM DRAIN PIPE N 0' 20' 40' SCALE: 1"=40' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT DRAINAGE PLAN 2ND 21+00 TO 2ND 16+00 NOVEMBER 2021 1 C7.03 No OF 205 XXXX R-4214205 ILQ mom WI IN • Ire I o o m"NOF :�iiR�i „ia.� Q /NON N¢ nal g o o `" itiv�� Rn nM6 s'uOm Fei 0 o u� o0 usn ale / / �ol>�Sn Oale )NOD J Q JNOO a ry 4Y' ONOO JNOJ 1 Bf O ®m�U �e❑ / as as as OS a5 as asrF — 12+00 �m m 13+ D w / , +00 MORRIS AVE S 15+00 E ss / SS / (MOR-LINE) � / m F3 y / 8 d DN00 p❑ uVt d oNOO d / ONOO OeO® DD — — — — — —_— Op — ONOO o Oale )Ole I � / o 6F- n. o �• mi inn in / o / I / I � 0 1 / I I I I N J I r + Liu � Z N LL J 0 M M (r7 I J L SPS+56 I SD 0 I r I L l /4I o N J r GENERAL 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 STORM DRAINAGE NOTES OADJUST INLET OR CATCH BASIN TO GRADE OADJUST MANHOLE TO GRADE OADJUST STORM DRAIN MANHOLE WITH V RISER OREMOVE INLET OR CATCH BASIN OREMOVE STORM DRAIN PIPE REPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 OCONNECTION TO EXISTING DRAINAGE STRUCTURE OINSTALL CATCH BASIN TYPE 1 PER CITY OF RENTON PWD STD PLAN 200.00 Og INSTALL CATCH BASIN TYPE 2 PER CITY OF RENTON PWD STD PLAN 201.00 10 INSTALL 4'0FILTERRA WATER QUALITY UNIT 11 INSTALL 4'x6' FILTERRA WATER QUALITY UNIT 12 INSTALL 4'x8' FILTERRA WATER QUALITY UNIT 13 INSTALL 4'x4' MODULAR WETLAND WATER QUALITY UNIT 14 INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT INSTALL 4'x8' MODULAR WETLAND WATER QUALITY UNIT i6 INSTALL FLOW CONTROL STRUCTURE PER CITY OF RENTON PWD STD 237.00 17 CONNECTION TO EXISTING PIPE ig INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB DRAIN, PER DETAIL 1/1 DRD.02 19 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, PER DETAIL ill DRD.03 20 INSTALL 12'X6' OIL WATER SEPARATOR UNIT PER CITY OF RENTON PWD STD 240.10 LEGEND O EXISTING CATCH BASIN O EXISTING MANHOLE so EXISTING STORM DRAIN PIPE 111111 CATCH BASIN TYPE 1 O CATCH BASIN TYPE —SD— STORM DRAIN PIPE 0' 20' 40' SCALE: 1"=40' NO PROPOSED DRAINAGE SHOWN ON THIS SHEET DESicNED. FPPROKED. METRO TRANSIT CAPITAL DIVISION DATE: 60 /o SUBMITTAL U810MALVO ltZ'1o�GREEN P. ENG RAPIDRIDE I LINE NOVEMBER 2021 �O � King CourrtyCHECKE SONDHEDKED: PROIE4TND RENTON SEGMENT DRAwiND NDMETRO J. ETNLAN EaosssE,e DRAINAGE PLAN 1C7.04 CHECKED: GCMF NO'. SHEETNO OF No REvlslo DATEMOR 11+30 TO MOR 15+56 METRO PROJECT ENGINEER CXX%%%%%X 206 XXXX R-4214206 I =IK r(E) L� '"24.30 lE(SISs27�21 ' 1 1 RCP F 90 U / pcp LOAD TOP OF SEDa 72 19 RCP w 2 a SD SO Dce Tl elMa /D / x SDCB (1-7), TYPE 2d8• 9 ❑ No E)�zl.8 24se, / ///``'```��� GRA 10+82.93, 44.59 LT / No SUMP, RCP / O RIM EL=24.86 PARKING p �1oa o P a IE = 21.00 (12" W) IN 50 IE = 21.30 (12" NE) OUT —;L aOHP HP P OHP� OHP ` UMOHPs3HP 11 RCPP GRAB 1+87: 9, 38.69 LT 8 Hp L HP °P °P PjL ROHI P OH Co HP OHP OHP off o oHP P RIM EL=25.25 > i s IE=22.38(8"SW)OUT-OHP O r L O 20 P&R 17 SO (COF�3P 12R1J O oy ROIE U 17 SED<z cP I�H-- a P oHP. I°Hp"YtNrroa w V.. w g sld 4 CONC T i m Ld u I 16 LF 8"ED wfl Ld 1n a o 1 +00 x 14 ) 11+ — 12+00 _ _ O p o 0 1 6 SDCB (1-E2)18+29 —+ GRA 11+05.97, 27.BO LT _RIM EL=25.33 0 0-0 0 DIE=22.30 IF' NE) IN Q a io. u IE=22.30(12"SW) OUT CD p1 p P Z W T T P CON P cn —� p p P J 0 1 _Ts� _ — 1 F— S9� - SO— - oso - - - o,D. — - o,G. 016. o1p. a3 — - - — - - / 16 C O O ✓ L E6 1$(^1 '6 / APP�EBEFS I Ri L9NF MUST' MGCONqL £ ✓6TURN Ri 2 I I S 1sa l5q PARKING I SD SD SD SDCB kg I 62, 2 `c0 IE( )= i2 RIMa27 I © SUUA,7j 9' I4 Pm�RCP g L IEMW)a 1.6 11'RC 64 I QUVj I o� Blp I U 2 SULMPa,90'612"1RLP P SOCS TI I SOcb iSD SO I rop lc(w)oF GED ,2p 0cP I K I r IFi(NW)z22RIM=24.66' Sp — G a >i �o �o F % oy U G fin= =o' C m vi DESiCNED. APPROVED. ry=IQN 60% SUBMITTAL Jacobs *810N�`J(0J. GREEN P. ENG v i DRAWNH. JGHNSONKing County D RaE�ND METRO K J.ETULAN E00566E101' CHECKED: CCMFFCTNO'. No. REVISIOS Hy AP"J w[. METRO PROJECT ENGINEER GENERAL 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 STORM DRAINAGE NOTES OADJUST INLET OR CATCH BASIN TO GRADE OADJUST MANHOLE TO GRADE OADJUST STORM DRAIN MANHOLE WITH V RISER OREMOVE INLET OR CATCH BASIN OREMOVE STORM DRAIN PIPE O6 REPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 OCONNECTION TO EXISTING DRAINAGE STRUCTURE Og INSTALL CATCH BASIN TYPE 1 PER CITY OF RENTON PWD STD PLAN 200.00 Og INSTALL CATCH BASIN TYPE 2 PER CITY OF RENTON PWD STD PLAN 201.00 10 INSTALL 4'x4' FILTERRA WATER QUALITY UNIT 11 INSTALL 4'x6' FILTERRA WATER QUALITY UNIT 12 INSTALL 4'x8' FILTERRA WATER QUALITY UNIT 13 INSTALL 4'x4' MODULAR WETLAND WATER QUALITY UNIT 14 INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT 15 INSTALL 4'x8' MODULAR WETLAND WATER QUALITY UNIT i6 INSTALL FLOW CONTROL STRUCTURE PER CITY OF RENTON PWD STD 237.00 17 CONNECTION TO EXISTING PIPE ig INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB DRAIN, PER DETAIL 1/1 DRD.02 19 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, PER DETAIL 1/1 DRD.03 20 INSTALL 12'X6' OIL WATER SEPARATOR UNIT PER CITY OF RENTON PWD STD 240.10 LEGEND O EXISTING CATCH BASIN O EXISTING MANHOLE so EXISTING STORM DRAIN PIPE III CATCH BASIN TYPE 1 O CATCH BASIN TYPE —SD— STORM DRAIN PIPE N 0' 20' 40' SCALE: 1"=40' METRO TRANSIT CAPITAL DIVISION DATE: RAPIDRIDE I LINE NOVEMBER 2021 RENTON SEGMENT DRAINAGE PLAN GRA 10+00 TO GRA 14+00 1 C7.05 NO: OF 207 XXXX R-4214207 PHOro ENFO 'E(N)�D Tr RIO E(NW)=2ZE Z. p• G'f S. SUMP`z GOP RENrON P&R 1• RSNSIT \\ In RIM EL=25.37 Jp -°' P- O scIE=22.53(12'SE)IN� 'dE=22.53(120NW)OUT ,0 zo3• TOP OF S 5 IOOI P, 17 SOH - .. HP.;--.y' .. Ld corvc 9 LF 12" SD- LJ LJ 5 N I 6 O 0 1 6 SDCB (1-E3)- O - _ GRA 14+88.96 + RIM EL = 25.46 - - - - - IE=22.60(12"I r-- - --IE=22.60(12"I Ir LJ Z J U ENPp O oC) 11E(p D LT OUT ASPH a$ PARKING qf�( Socs rr 'f(NfN)'24.0. 8 PKC l CD It(S) )=230. to -DI TOP 23S' 8 RCP SRO rI OF SIED$JSP CD R IE(NEJ 2j5M 6RUC 17 6Rvc L . - a e s � o �_ o S x U G fin= gmo' 60% SUBMITTAL "90 0S yy j No. REVISIOS SL E(NE 'E(S SOMH VAULT Ri rop STAND SOMN f PIPfSNKNOWN28.jr. sacs IE(SF Pf=2 //�� /�/' SOCS SDC811-13), TYPE 1 (E)=23.0 36VIslB<EE SQ if (� 23 11 RIMs2> 'C(N) NO IV ) / NO TRUCKS �lf Tl M GRA 17+04.66, 38.65 LT 8 MP=cup230. \ (W)x230 36' OMp f CON 23 W Ri 1 SDCB (1-E4) GRA 1( 2.21, 047 RIM EL = 25.73 IE=23.03(8"N)IN IE = 22.70 (12' SNMP=zis' Izs.ac' RIM EL=26.87 SO sDMP=$o P OF r P IE=24.66(8"S)OUT \ O 'THO( S . . I E IE(NE9 Cl RI .ER TO,) 246 M=26 E0 L .. .. U DCB (1-10), TYPE 1 8 asvH OE SEo 2a CP 7 RA 15+86.41, 42.99 LT V�/ 6. IM EL=26.01.:�' =23.07(8"S)OUT y .y.'..! W IN T N y TC As W OHP LJ OHp P SOH Q� UP)SD T cRas' s`�4�wlM � P 11 LF 8" SD- H � _ OHP--()HP- 9 SDCB(1-E8) -OHP OHP- O 1 6 GRA 17+04.84, 27.55 LT �18+00 OHP -ajHp S �RADY WAY RIM EL=26.65 nQ--OHP 0) IE=24.60(8"N)IN1+Uu _ - _ �� �OHP CIE=24.60(8'E)OUT ��HP _ � Q Ld Z _ _ - - -BRUSH P P MWEL O j r T.. T T c P _IeC] _ T •. _ - 9 \� T_ - BRUSH IO" �� t P ZINC) I C) rJ ®MWE( P T P P �=+\ TpPNE0F.z'9 8. as- STOP " P V T SED= cP �B" SD •SDCB (1-1 G G G ROUNDED CU r _ 7 RA 15+53.60, 74.06 RT G8 ASPH R8 G s" _ RIM EL = 25.91 PARKING e" (n 4 IE=24.13(8"$)OUT / SDCB (1-E61, IE(s s rI RI GRA 15+52.48, 79.56 RT 1 / Q L • • _ , roP)o�a.E.' 2563, RIM EL=25.92 Y SDCB (1-11), TYPE1 sDc sE GNP. IE = 24.10 (8'N) IN GRA 15+02.29, 88.20 RT 8 le(N) 2a! erM IE=24.10 (8'SW)OUT i� RIM EL=25.90 ropo247 e cP I'-- IE=24.10'(B"W)IN SED=RcP Q IE=24.00'(100N)IN �3g 2 IE = 23.90' (8' NE) IN U) IE=23.90'(10-S)OUT Is U810MALVO EI WJ!<DRGREEN PENGDRAWN'. King C.OulYty H. JOHNBON ONEDKED: FROJECTNDMETRO C ECKLAN EONTNVr'0CHECKED: CCMFFCTNO'. HY AP'� 111'. METRO PROJECT ENGINEER GDOOODOCK GENERAL 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 STORM DRAINAGE NOTES OADJUST INLET OR CATCH BASIN TO GRADE OADJUST MANHOLE TO GRADE OADJUST STORM DRAIN MANHOLE WITH V RISER OREMOVE INLET OR CATCH BASIN OREMOVE STORM DRAIN PIPE O6 REPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 OCONNECTION TO EXISTING DRAINAGE STRUCTURE Og INSTALL CATCH BASIN TYPE 1 PER CITY OF RENTON PWD STD PLAN 200.00 Og INSTALL CATCH BASIN TYPE 2 PER CITY OF RENTON PWD STD PLAN 201.00 10 INSTALL 4'0FILTERRA WATER QUALITY UNIT 11 INSTALL 4'x6' FILTERRA WATER QUALITY UNIT 12 INSTALL 4'x8' FILTERRA WATER QUALITY UNIT 13 INSTALL 4'x4' MODULAR WETLAND WATER QUALITY UNIT 14 INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT 15 INSTALL 4'x8' MODULAR WETLAND WATER QUALITY UNIT i6 INSTALL FLOW CONTROL STRUCTURE PER CITY OF RENTON PWD STD 237.00 17 CONNECTION TO EXISTING PIPE ig INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB DRAIN, PER DETAIL 1/1 DRD.02 19 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, PER DETAIL 1/1 DRD.03 20 INSTALL 12'X6' OIL WATER SEPARATOR UNIT PER CITY OF RENTON PWD STD 240.10 LEGEND 0 EXISTING CATCH BASIN O EXISTING MANHOLE so EXISTING STORM DRAIN PIPE CATCH BASIN TYPE 1 O CATCH BASIN TYPE -SD- STORM DRAIN PIPE 0' 20' 40' SCALE: 1"=40' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT DRAINAGE PLAN GRA 14+00 TO GRA 19+00 NOVEMBER 2021 DRAWING NO. 1 C7.06 SHEETNO: OF 208 XXXX R-4214208 60% SUBMITTAL No I REvrloN BY I APP'D I DATE .;acobs J. GREEN CRANK!: H. JOHNSON CHECKED J.ETULAIN CHECKED' METRO PROJECT ENGINEER 0e i r o(t ofNMz SfOMF�. So P. ENG King County METRO PRD,EDTND E00558E18 �� 00 rij W _ (n W W N --2 I O O eoa f d 3.zj o< N Q 0 Ld Z J U Q i GENERAL 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 STORM DRAINAGE NOTES OADJUST INLET OR CATCH BASIN TO GRADE OADJUST MANHOLE TO GRADE OADJUST STORM DRAIN MANHOLE WITH V RISER OREMOVE INLET OR CATCH BASIN OREMOVE STORM DRAIN PIPE OREPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 OCONNECTION TO EXISTING DRAINAGE STRUCTURE (D INSTALL CATCH BASIN TYPE 1 PER CITY OF RENTON PWD STD PLAN 200.00 OINSTALL CATCH BASIN TYPE 2 PER CITY OF RENTON PWD STD PLAN 201.00 10 INSTALL 4'x4' FILTERRA WATER QUALITY UNIT 11 INSTALL 4'x6' FILTERRA WATER QUALITY UNIT 12 INSTALL 4'x8' FILTERRA WATER QUALITY UNIT 13 INSTALL 4'x4' MODULAR WETLAND WATER QUALITY UNIT 14 INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT 18 INSTALL 4'x8' MODULAR WETLAND WATER QUALITY UNIT 16 INSTALL FLOW CONTROL STRUCTURE PER CITY OF RENTON PWD STD 237.00 17 CONNECTION TO EXISTING PIPE 18 INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB DRAIN, PER DETAIL 1/1 DRD.02 19 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, PER DETAIL 1/1 DRD.03 20 INSTALL 12XV OIL WATER SEPARATOR UNIT PER CITY OF RENTON PWD STD 240.10 LEGEND o EXISTING CATCH BASIN O EXISTING MANHOLE sD EXISTING STORM DRAIN PIPE CATCH BASIN TYPE 1 O CATCH BASIN TYPE 2 —sD— STORM DRAIN PIPE 0' 20' 49 SCALE: 1"=40' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT DRAINAGE PLAN GRA 19+00 TO GRA 24+00 NOVEMBER 2021 DRAWING NO 1 C7.07 SHEETNO: OE 209 XXXX R-4214209 o e=� G 05 J•F J os 5 1 o- m o P �- ® _ t T o T Q 0 "``o oe�0 SDCB(1-17), TYPE e`9 8 RIM EL=31.22 IE - 28.80 IS" NE) IN 17 IE =-0.25 �.. -••-IE =28.62(12"SW) OUT b 0 a ' Os M1J • -. �. .L��' 64 YlIRT B6U .: o'." QJ . _ i`"n� h, el it ' !� T ^ 6 SDCB 1-E14 o TAL-B 10+82.14, 36.03 LT RIM EL=31.21 e o CIE=28.6,(12"NE) IN IE = 28.30 (12" W) OUT o ryho o^ 10+00eo ~ 11+00 �b ro n 1 C a �z 2 +27 � F _ o0 G SDMH(1-E6),I G 7 G G 1 TAL-B 10+37.73, 24.64 RT o G, -RIMEL=31.38 + IE - 27.20 (12" E) IN I W w a a IE=26.12 (12"SW)IN 43 LF 12"SD IE-25.60(18"SE)OUT 14 MW 1-1 4.00'x6.33' fTwy� �7 RIM EL-30.59 - IE=27.54 (8" S) IN ' j IE-26.34 (12" N) OUT pp •� �� �� IIII IIII IIII IIII IIII I�� 00 OWS 1-1 11.17k5.67' 0 111 P' T RIM EL=30.33 IE=27.90 (8" S) IN IE= (8" N) OUT I7.57 / < `tee o Q ye \ I Q J I Q e o 'GOU IIII Q ? n o ¢ �P (D v ec.02 R' MATCH LINE GRA 24+00 - SEE SHEET 1 C7.07 60% SUBMITTAL No I REvrION I By I APPD I BATE 8" TALBOT RD S 41 O-tu1. G TAL-B 10+99.55, 48.22 RT RIM EL=31.03 SIE=28.80(8"NE) OL SD- G G - [Qe hh2 3' M0•p`� S' ryy p3 s, �bti o zo ¢ ¢ O h O o ¢ . e °�� 0 ^' ( , C) t O r T � TS ¢ T T- 7 asroa 7 OtJ ¢ ¢ L-T� pr pS T Q 12+00 °- 3+Bp / S ¢ O pr - G G o GSD G SD G - SD S SO G m w oi' ~ ¢ O G T - <7 � LU 2 00$ FIRE �y.1 2 �¢ ¢ 4 S o az P K/ � �f ryO`? . / TAL-B 10+74.53, 81.02 RT 8 49 + ,1 RIMEL 3 IE=(SIN) 2793 8'N OUT ¢ NOTE TO REVIEWER: AN ADDITIONAL OIL WATER SEPARATOR IS SHOWN DUE TO MODULAR WETLANDS NOT BEING GUILD APPROVED FOR OIL CONTROL. THESE COULD BE REPLACED WITH A FILTERRA UNIT BASED ON CITY PREFERENCES. .;acobs 0 J. GREEN DRINK: H. JOHNSON CHECKED J.ETULAIN CHECKED' METRO PROJECT ENGINEER 09 mr King County METRO GENERAL 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 STORM DRAINAGE NOTES OADJUST INLET OR CATCH BASIN TO GRADE OADJUST MANHOLE TO GRADE OADJUST STORM DRAIN MANHOLE WITH V RISER OREMOVE INLET OR CATCH BASIN OREMOVE STORM DRAIN PIPE OREPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 OCONNECTION TO EXISTING DRAINAGE STRUCTURE (D INSTALL CATCH BASIN TYPE 1 PER CITY OF RENTON PWD STD PLAN 200.00 OINSTALL CATCH BASIN TYPE 2 PER CITY OF RENTON PWD STD PLAN 201.00 10 INSTALL 4'1 WATER QUALITY UNIT 11 INSTALL 4'1 WATER QUALITY UNIT 12 INSTALL 4'1 WATER QUALITY UNIT 13 INSTALL 4'1 MODULAR WETLAND WATER QUALITY UNIT 14 INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT 15 INSTALL 4'x8' MODULAR WETLAND WATER QUALITY UNIT 16 INSTALL FLOW CONTROL STRUCTURE PER CITY OF RENTON PWD STD 237.00 17 CONNECTION TO EXISTING PIPE 18 INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB DRAIN, PER DETAIL 1/1 DRD.02 19 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, PER DETAIL 1/1 DRD.03 20 INSTALL 12XV OIL WATER SEPARATOR UNIT PER CITY OF RENTON PWD STD 240.10 LEGEND o EXISTING CATCH BASIN O EXISTING MANHOLE -SD- EXISTING STORM DRAIN PIPE m CATCH BASIN TYPE 1 O CATCH BASIN TYPE 2 -SD- STORM DRAIN PIPE 0' 20' 40' SCALE: 1"=40' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT DRAINAGE PLAN GRA 24+00 TO TAL-B 14+00 NOVEMBER 2021 1 C7.08 210 XXXX R-4214210 m � s a o �_ o F % S x U G finlf gmo' C yEj g boo ><PF1yy uax� RIM EL = 33.90 IE = 31.68 (8" S) OUT\ SDCB (1-20), TYPE 1 TAL-B 15+39.27, 39.51 _ mpry RIM EL=33.37 IE=31.56(8"N)IN IE = 30.56 (8" W) OUT _waa_ m� i u n" -* � O , '� FI J 1 I All 60% SUBMITTAL No. I REVisio\ GRASS —d JHO —d 0 dH0 —d dHO w / 0 I ¢ Rv I AP') I )-I ���Ea�� an o WI]�?Uu F��m 9i e, n� m _ O rc S FN m of r^w I� Ilam Pµ\NG - 3 y' ilk m Jacobs ss fno� \� ati0 IN `" <Y9 I ay0 it Cl of morn _0 -w 'I O 1I Fo w ;- - h T T W OS � M M ld (n M W LLJ +Op TALBOT RD S — 0 1 - TAL-B-LINE) 1B+oo I � +00 O 0 o 00 DIRT/BRU y dH0 dH w o rc cl w a � u dflH. �ea.l a �� a a as'� 1 U*��810MAL J.GREEN P. ENG DRAWN H. JOHNSON CHECKED: PRDJECTND. J.ETUTAIN E00566E10 CHECKED: CCMFFCTNO METRO PROJECT ENGINEER GOOOD OCK . I\ King County METRO GENERAL 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 STORM DRAINAGE NOTES OADJUST INLET OR CATCH BASIN TO GRADE OADJUST MANHOLE TO GRADE OADJUST STORM DRAIN MANHOLE WITH V RISER OREMOVE INLET OR CATCH BASIN OREMOVE STORM DRAIN PIPE O6 REPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 OCONNECTION TO EXISTING DRAINAGE STRUCTURE Og INSTALL CATCH BASIN TYPE 1 PER CITY OF RENTON PWD STD PLAN 200.00 Og INSTALL CATCH BASIN TYPE 2 PER CITY OF RENTON PWD STD PLAN 201.00 10 INSTALL 4'0FILTERRA WATER QUALITY UNIT 11 INSTALL 4'x6' FILTERRA WATER QUALITY UNIT 12 INSTALL 4'x8' FILTERRA WATER QUALITY UNIT 13 INSTALL 4'x4' MODULAR WETLAND WATER QUALITY UNIT 14 INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT 15 INSTALL 4'x8' MODULAR WETLAND WATER QUALITY UNIT i6 INSTALL FLOW CONTROL STRUCTURE PER CITY OF RENTON PWD STD 237.00 17 CONNECTION TO EXISTING PIPE ig INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB DRAIN, PER DETAIL 1/1 DRD.02 19 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, PER DETAIL 1/1 DRD.03 20 INSTALL 12'X6' OIL WATER SEPARATOR UNIT PER CITY OF RENTON PWD STD 240.10 LEGEND 0 EXISTING CATCH BASIN O EXISTING MANHOLE so EXISTING STORM DRAIN PIPE m CATCH BASIN TYPE 1 O CATCH BASIN TYPE —SD— STORM DRAIN PIPE 0' 20' 40' SCALE: 1"=40' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT DRAINAGE PLAN TAL-B 14+00 TO TAL-B 18+50 NOVEMBER 2021 1 C7.09 ND: DF 211 XXXX R-4214211 i x 0 d0 mad dN0 " o$ rc�r n�\dH0 «� U ki 0 o a IFm I :� n M4PN m�i°n �"' DS SD - W ISDCB(1-24A)TYPE 254" TAL-B 20+00.36, 33.02 RT L I d d du„ d d d RIM EL=31.49 LJ _FCS d (1-24C) TYPE 254" SDCB (1-24B) TYPE 254" IE=26.87(12"S)IN- IE = 25.20 (36" N) OUT !n W +67.52, 34.23 RT 9 1!IIE 9 TAL-B 19r33.81, 33.40 RT. W �r w 31.43 EL=31.53 W _RIM 0(36"S)IN FM IE =25.20 (36"S)IN- 18 LF 12"SDd 0 (18"YQ OUT IE=28.25 (12"W)IN QQ = 25.20 (36" N) OUT 19+00 zo+oo I + O Un + 2 LF 36" SO 2 LF 36" SD a DO 4 $ 2LF 36"SD 57 LF 48" SD 2 LF 36" SD 58 LF 48" SD- m OS J d . o m -7 LF 12" SD 24 LF 12" SO Z 'sa 9M s0' s0' s0 SO D; Ala J - - l4 164 LF 12' SD ^` 1 v. - d r U $ <TAL-B SDCB (1-22) TYPE 1 8 19+34.17,40.28 RT 427, dHO O dI+D dHO-RIM EL=31.29 HO IE = 28.29 (12" E) OUT �`' 0 RIM EL=31.30 IE=28.30 (12" S) IN � 1 p IE=26.97 (12" N) OUT 1 05 D5 W W W W TALBOT RD S SDCB (1-Ell) (1-E17)) TAL-B 20+46.02, 29.63 RT 1 r6 ONO RIM EL=31.35 _ = 26.50 I52 �N^ Moor75n�- O o - ICB (1-E185 ) � 1 .� �L-B 20+46.21, 4 RT d MEL=31.01 = 28.41 (12' NE) OUT n n11c--w 03 6HO d n \..,. u, SDCB (1-26) CB TYPE 2-08� TAL-B 20r32.33, 53.92 RT TAL-B 18+68.53, 54.38 RT NOTE TO REVIEWER: EXISTING CB WAS NOT LOCATED DURING RIM EL = 32.24 q5 OS OS RIM EL =33.00 SURVEY. RECORD DRAWINGS INDICATE STRUCTURE MAY BE IE =26.36 (12" SE) IN IE =25.54 (12" S) IN BURIED. EXISTING PIPES AND INVERTS WERE REFERENCED FROM IE =26.36 (12" N) OUT IO dHo IE =25.10 (18" E) IN_ RECORD DRAWINGS PROVIDED BY CITY OF RENTON GIS. INVERTS Ho aHo IE =25.10 (15" W) OUTd� -SHOWN ON RECORD DRAWINGS WERE CONVERTED FROM KCAS dpH11 DATUM TOANDNAVD88. INVERT PRIORTO TO VERIFY EXISTING PIPE I Ho �dpp }- ddHS �b®� o o dHo .quo LOCATION AND INVERT PRIOR TO CONSTRUCTION. NOTE TO REVIEWER: CONTRACTOR TO VERIFY EXISTING PIPE INVERT AND NOTIFY ENGINEER OF ANY DISCREPANCY PRIOR TO ORDERING STRUCTURES OR BUILDING FLOW CONTROL SYSTEM 60% SUBMITTAL No I Revriov By I NPND I --TE .;acobs --�d \�Adrio eHo 1 7w T 55 ss �N� - N p^m< WW LIF =1k® J J. GREEN P. ENG DR,M H. JOHNSON CHECKED: PRWECTNO: J.ETULAIN E00566E18 CHECKED: CCMFACTND METRO PROJECT ENGINEER CXX%RRRRX FJ r 0 A M I rvN� �ii King County METRO GENERAL 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 STORM DRAINAGE NOTES OADJUST INLET OR CATCH BASIN TO GRADE OADJUST MANHOLE TO GRADE OADJUST STORM DRAIN MANHOLE WITH V RISER OREMOVE INLET OR CATCH BASIN OREMOVE STORM DRAIN PIPE OREPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 OCONNECTION TO EXISTING DRAINAGE STRUCTURE (D INSTALL CATCH BASIN TYPE 1 PER CITY OF RENTON PWD STD PLAN 200.00 (D INSTALL CATCH BASIN TYPE 2 PER CITY OF RENTON PWD STD PLAN 201.00 10 INSTALL 4'x4' FILTERRA WATER QUALITY UNIT 11 INSTALL 4'x6' FILTERRA WATER QUALITY UNIT 12 INSTALL 4'XB' FILTERRA WATER QUALITY UNIT 13 INSTALL 4'x4' MODULAR WETLAND WATER QUALITY UNIT 14 INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT 15 INSTALL 4'XB' MODULAR WETLAND WATER QUALITY UNIT 16 INSTALL FLOW CONTROL STRUCTURE PER CITY OF RENTON PWD STD 237.00 17 CONNECTION TO EXISTING PIPE ig INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB DRAIN, PER DETAIL 1/1 DRD.02 19 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, PER DETAIL 1/1 DRD.03 20 INSTALL 12XV OIL WATER SEPARATOR UNIT PER CITY OF RENTON PWD STD 240.10 LEGEND 0 EXISTING CATCH BASIN O EXISTING MANHOLE _SD- EXISTING STORM DRAIN PIPE m CATCH BASIN TYPE 1 O CATCH BASIN TYPE 2 -SD- STORM DRAIN PIPE 0' 20' 40' SCALE: 1"=40' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT DRAINAGE PLAN TAL-B 18+50 TO TAL-B 23+50 NOVEMBER 2021 1 C7.10 rNO Of 212 XXXX R-4214212 rvdroe+ OS / 5 Q wo pia V e - J \ '` 0S COD m' \ OS i'a a \ \ rc eMpN� ° muoa \ If c N m1,71J UNN,,If, mM Fes^ B JC1�1 h oo i, rv;v� W \ O w rvrvnooOJ �o ;� h _ <m V _ < / x<nu a mo<QIt w rN �a �J�� ^^ ry a�rymn ~oX dp0 KIM ^� Esb0z S3� Y H A ysww!?wwwm .1 a a n,pprvmw V OS i 4 .emu norm Q N �� 1 1 SD SD S SD SD SD ow= BENSON DR S (S 51) 33+00 34+00 L� °H0 36+00 (TAL-B-LINE) sf'�— mQU an a a I a oWGO � gme o as O cP-- SO OS OS OS 06 03 p s i w3 �l W W W Np � dHO� orvrvrvi F- o e2rca.^� �Nry rva �s mM 1. u,m N..w^ w 2a:-- ���ryE m Cn- I EWE NO PROPOSED DRAINAGE IMPROVEMENTS ON THIS SHEET GENERALNOTES 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 STORM DRAINAGE NOTES OADJUST INLET OR CATCH BASIN TO GRADE OADJUST MANHOLE TO GRADE 3O ADJUST STORM DRAIN MANHOLE WITH V RISER 4O REMOVE INLET OR CATCH BASIN OREMOVE STORM DRAIN PIPE 6O REPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 0 CONNECTION TO EXISTING DRAINAGE STRUCTURE OINSTALL CATCH BASIN TYPE 1 PER CITY OF RENTON PWD STD PLAN 200.00 gO INSTALL CATCH BASIN TYPE 2 PER CITY OF RENTON PWD STD PLAN 201.00 10 INSTALL 4'x4' FILTERRA WATER QUALITY UNIT 11 INSTALL 4'x6' FILTERRA WATER QUALITY UNIT 12 INSTALL 4'x8' FILTERRA WATER QUALITY UNIT 13 INSTALL 4'x4' MODULAR WETLAND WATER QUALITY UNIT 14 INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT 15 INSTALL 4'x8' MODULAR WETLAND WATER QUALITY UNIT i6 INSTALL FLOW CONTROL STRUCTURE PER CITY OF RENTON PWD STD 237.00 17 CONNECTION TO EXISTING PIPE 18 INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB DRAIN, PER DETAIL 1/1 DRD.02 1S INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, PER DETAIL 1/1 DRD.03 20 INSTALL 12'X6' OIL WATER SEPARATOR UNIT PER CITY OF RENTON PWD STD 240.10 LEGEND 0 EXISTING CATCH BASIN O EXISTING MANHOLE — So EXISTING STORM DRAIN PIPE 1111 CATCH BASIN TYPE 1 O CATCH BASIN TYPE —sD— STORM DRAIN PIPE Y 0' 20' 40' SCALE: 1"=40' o W / "`"'v`. METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL U 1o�G EN P. ENGRAPIDRIDE I LINENOVEMBER 2021 aco s KingCourrtyCHECKEHAWSONC"EC"E" P"oJE�N°L19 RENTON SEGMENT oaxW"°N°METROJ. ETULAN E00566E10 DRAINAGE PLAN1C7.11 N, RE,-s,; "gym. °"" TAL-B 33+00 TO TAL-B 38+00 EETN°: ° METRO PROJECT ENGINEER CDOCCCOOC 213 XXXX R-4214213 Lp C� \ice N� oN �\\\o gym° ^sue as 0 \ \ N YmJ;J�'m SS 55 mOpmS/ ,55 J mm o.wm•N`� mms Ym32�om mmmm to om: d — d RIM EL=194.19 IE = 191.19 (12" W) OUT d d r E9 \ °S OS o $ 10 LF 12" SO °5 OS 2+01 O US°S °S °5 °S 7TALBOT RD S o 7 s °S 28+00 26±00 27+00 (TAL-21-LINE) 2 SDMH(1-E5), _TAL-2125+70.85, 9.98 LT w 1lVHdSV RIM EL=194.10 0 g d IE = 191.14 (12"E) IN d _ oIE= 188.40(12" NE) IN 1 dHO 1 HO 1 `"t8'� " J,VM3niaG x DIM dHo ° IE=190.20 (12"E)IN \ IE=188.50(12"SMOUT m 9 W s $b 1b ,asr`m \ 3J3dONOJ .e 7 a�5 1Ba \ t,,00 O oo m6 Y620 P q"m. w 3 y J \ ii0.°C°P r i m5m ✓ice\ oK bmA f O m \ Y a i\ ONI011f10 JO 3003 I LLJ p mm so I � so I x \ sN 1 00 <� I V I k A 0 �x U 0 _X gOX no C WE DESIfNE'. MPFROVED'. 60% SUBMITTAL E �,( NIP. ENG DRAWN H, JOHN60N '. King CountycO CHECKED RwE�ND J. ETUTAN E00566E10 METRO CHECKEDCMNO*810M 1w NoREVISIOS ALVO METRO PROJECT ENGINEER CDOOODDCK GENERALNOTES 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 STORM DRAINAGE NOTES OADJUST INLET OR CATCH BASIN TO GRADE OADJUST MANHOLE TO GRADE 3O ADJUST STORM DRAIN MANHOLE WITH V RISER 4O REMOVE INLET OR CATCH BASIN OREMOVE STORM DRAIN PIPE 6O REPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 0 CONNECTION TO EXISTING DRAINAGE STRUCTURE OINSTALL CATCH BASIN TYPE 1 PER CITY OF RENTON PWD STD PLAN 200.00 gO INSTALL CATCH BASIN TYPE 2 PER CITY OF RENTON PWD STD PLAN 201.00 10 INSTALL 4'x4' FILTERRA WATER QUALITY UNIT 11 INSTALL 4'x6' FILTERRA WATER QUALITY UNIT 12 INSTALL 4'x8' FILTERRA WATER QUALITY UNIT 13 INSTALL 4'x4' MODULAR WETLAND WATER QUALITY UNIT 14 INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT 15 INSTALL 4'x8' MODULAR WETLAND WATER QUALITY UNIT 16 INSTALL FLOW CONTROL STRUCTURE PER CITY OF RENTON PWD STD 237.00 17 CONNECTION TO EXISTING PIPE 18 INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB DRAIN, PER DETAIL 1/1 DRD.02 19 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, PER DETAIL 1/1 DRD.03 20 INSTALL 12'X6' OIL WATER SEPARATOR UNIT PER CITY OF RENTON PWD STD 240.10 LEGEND CJ EXISTING CATCH BASIN O EXISTING MANHOLE — So EXISTING STORM DRAIN PIPE CATCH BASIN TYPE 1 O CATCH BASIN TYPE —sG— STORM DRAIN PIPE 0' 20' 40' SCALE: 1"=40' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT DRAINAGE PLAN TAL-21 24+00 TO TAL-21 29+00 NOVEMBER 2021 DRAWING N¢ 1 C7.12 SHEETNO: Of 214 XXXX R-4214214 54+00 55+00 + _ _ — Fv a`'cip"oi r`am rv� 02 �a1 iso T T SD G Aa ^'6aa N^h" ti m^'ti yJ`f N m3 02°OaA ^'rya rryh' °yJ O W W W T _ — G oy G G G G SD OHP OHP G�H. e 0a �p O mM NO PROPOSED DRAINAGE IMPROVEMENTS ON THIS SHEET GENERALNOTES 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 STORM DRAINAGE NOTES OADJUST INLET OR CATCH BASIN TO GRADE OADJUST MANHOLE TO GRADE 3O ADJUST STORM DRAIN MANHOLE WITH 1' RISER o S'o4N/ 4D REMOVE INLET OR CATCH BASIN a 5O REMOVE STORM DRAIN PIPE 5 6O REPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 /0 CONNECTION TO EXISTING DRAINAGE STRUCTURE OINSTALL CATCH BASIN TYPE 1 PER CITY OF RENTON PWD STD PLAN 200.00 CO 9 INSTALL CATCH BASIN TYPE 2 PER Q ry $myW 3" sm m ma O CITY OF RENTON PWD STD PLAN 201.00 y `a W�yJa ar>°y� 10 INSTALL 4'x4'FILTERRA WATER QUALITY UNIT CO M yy i e GINSTALL 4'x6'FILTERRA WATER QUALITY UNIT m s rom 12 INSTALL 4'x8'FILTERRA WATER QUALITY UNIT T_ ti hN _ �, �r INSTALL 4'x4' MODULAR WETLAND WATER QUALITY UNIT G 14 INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT CHI 15 INSTALL 4'x8' MODULAR WETLAND WATER QUALITY UNIT 0 M i6 INSTALL FLOW CONTROL STRUCTURE PER CITY OF RENTON PWD STD 237.00 58+0% - G G - 17 CONNECTION TO EXISTING PIPE INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB DRAIN, PER DETAIL 1/1 DRD.02 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, )HP OH GPER DETAIL 1/1 DRD.03 _ 20 INSTALL 12'X6' OIL WATER SEPARATOR UNIT PER CITY OF n mx RENTON PWD STD 240.10 00 � LEGEND EXISTING CATCH BASIN yy O EXISTING MANHOLE - So EXISTING STORM DRAIN PIPE m CATCH BASIN TYPE 1 O CATCH BASIN TYPE —SD— STORM DRAIN PIPE 0' 20' 40' SCALE: 1"=40' o W / v" METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL U810MALVO o�G EN P. ENG "PIDRIDE I LINENOVEMBER 2021 �Obs. � King County CHECHNSONC"EC"E" P"oJE�N° RENTON SEGMENT oaxWI"°N°METROJ. ETULAN E00566E10 DRAINAGE PLAN 1C7.13 N, RE,-s,; "Cm. °"" TAL-2154+00TOTAL-2159+00 EETN°:° METRO PROJECT ENGINEER C)00000CK 215 XXXX R-4214215 'o a 3 k b x 3 U p0 �tF vz gn Cm� Emw ens g boo ><PF1yy 0`+y¢ No. SDCB (1-29) T1YPE 1 TAL-2112+53.40, 35.37 LT 8 N d m p I I RIM EL=93.64 ,;p°'a r=•r. I I I IE=90.97(12"E)IN $p xNm'm m Im I IE=90.97(12"W)OUTI SDCB (1-E19) TAL-21 71+68+06, 19.50 LT o, g^�% $ n II RIM EL=92.02 mmm N-�_www IE=90.30(6"BE) IN 1 O _ IE=90.30(4"NE) IN IE=89.03(8'NW) IN . u�^d SDCB (1-30)TYPE 2-08" IE = 88.80 (12' S) IN .mpT 9 si -w wYu I eIE=88.70 (12'N)OUT RIM EL=92.91 uo`-P r^ -0 -r IE=89.48(12'S)IN (1-31)TYPE1�`mm "zme- IE=90.91(1E)IN ., .. 000uK p I I T.o m'm ;,:a it m, I , IE=89.25 (12'N)OUT RIM EL=92.78 iO� IL pia IE=89.95(lT SW)IN IE=89.70 (12'E)IN w n z� o y6 I �m�-.IE=89.70(lT N)OUT wwww. 17 7 13 LF 12" SO �5 zRl 90 LF 12"SD \ SS ss� a 24 LF 2" SO o °_ 12 LF 12"SDww dH0 dH 6 _ dH0 dH0 dH HO IOLF $"$D M M M M M M a W +00 TALBOT RRS 7 72+00 s q 43 LF 12" SD 5 73 1 74+00 75+00 a 76+0 (TAL-21-LINE SDCB(1-28)TYPE1 $ 3 q 3 N TAL-2171+65.43,10.14 LT 5 17 3 °y -RIM EL = 91.70 0 O 0 O -� 7E=89.08(8"SE)OUI a i OHP OHP OHP OHP 0 -OHP- Eb OHP 0 OHP P 19@ .. OHII 0 17 ;�7 0 '(5 0 SDCB (1-E22), - i ' / X' 'SDCB (1-32), TYPE 1 as 1 6 SDCB 1-33 TYPE 1 8 e TAL-2173+09.75, 19.21 LT $ / TAL-2175+49.02, 36.40 RT S" TAL-21 73+71.97, 22.66 R o RIM EL=92.79 \ LL RIM EL=92.54 RIM EL=94.42 a ar IE=90.00(12"S)IN - � = U IE=90.90 (8"E)OUT n0 IE = 92.20 (8"S) OUT ,o N / IE =90.00 (12"NE)OUT m - m J 1 �o n U nm� o U) mGl QO mu p u ^ I mJ �w Ch oyzn bw cn u, I I I I I I I I I I I I I 60% SUBMITTAL REVISIo\ Hy I Ac= T 1 )-1 Jacobs J.GREEN P. ENG DRAM H. JOHNSON CHECKED: PRaECTND. J. ETUTAIN E00566E10 CHECKED: CCMFFCTNO METRO PROJECT ENGINEER CXXODDOCK King County METRO GENERALNOTES 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 STORM DRAINAGE NOTES OADJUST INLET OR CATCH BASIN TO GRADE OADJUST MANHOLE TO GRADE OADJUST STORM DRAIN MANHOLE WITH V RISER OREMOVE INLET OR CATCH BASIN OREMOVE STORM DRAIN PIPE O6 REPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 OCONNECTION TO EXISTING DRAINAGE STRUCTURE (D INSTALL CATCH BASIN TYPE 1 PER CITY OF RENTON PWD STD PLAN 200.00 OINSTALL CATCH BASIN TYPE 2 PER CITY OF RENTON PWD STD PLAN 201.00 10 INSTALL 4'x4' FILTERRA WATER QUALITY UNIT 11 INSTALL 4'x6' FILTERRA WATER QUALITY UNIT 12 INSTALL 4'x8' FILTERRA WATER QUALITY UNIT 13 INSTALL 4'x4' MODULAR WETLAND WATER QUALITY UNIT 14 INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT 15 INSTALL 4'x8' MODULAR WETLAND WATER QUALITY UNIT i6 INSTALL FLOW CONTROL STRUCTURE PER CITY OF RENTON PWD STD 237.00 17 CONNECTION TO EXISTING PIPE 18 INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB DRAIN, PER DETAIL 111 DRD.02 19 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, PER DETAIL 111 DRD.03 20 INSTALL 12'X6' OIL WATER SEPARATOR UNIT PER CITY OF RENTON PWD STD 240.10 LEGEND O EXISTING CATCH BASIN O EXISTING MANHOLE so EXISTING STORM DRAIN PIPE CATCH BASIN TYPE 1 O CATCH BASIN TYPE 2 -SD- STORM DRAIN PIPE 0' 20' 40' SCALE: 1"=40' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT DRAINAGE PLAN TAL-21 71+00 TO TAL-21 76+00 NOVEMBER 2021 1 C7.14 NO OF 216 XXXX R-4214216 II � O 0 O p�0� O pWOpb ry`L KdOOw O � <DOO m W, % I U' W'O p In O.e p N mp o Ga as as as •mm. b�N! 0) W� a$ O.O N (Is dt s <p r mo d TALBOT RD S M 8@t0 - 88+00 - (TAL&-lLINE) —I —9 9 - ss ss ss ss ss ss ss S 1 J 1 d}4 m WO Gm m0 Wpr f 60% SUBMITTAL No. I REVisi('% Nv I nc=) I )-1 GENERALNOTES 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 STORM DRAINAGE NOTES OADJUST INLET OR CATCH BASIN TO GRADE 2D ADJUST MANHOLE TO GRADE NN \ 3D ADJUST STORM DRAIN MANHOLE WITH V RISER as \ =m 4O REMOVE INLET OR CATCH BASIN s ° o o'd u SO REMOVE STORM DRAIN PIPE o O REPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 m f� W7N 07�b <NNi �S N<N'N JW i<N� ZJZO P O �`b i$e.N$Fl..i+ pNW O'e N•S OO I \rmJ<<�Wv �mmN •MOZ6�OOo s°'d°Z �'oWN ��i."�.�No°�� i O7 CONNECTION TO EXISTING DRAINAGE STRUCTURE 66p p. OO.m OO�N o,P =i' LL,1$ OOO+t `ea-`N ON°`% G'W ' YLL�%'Z�is W "eJKO� NCO OiN�'U N e N 2� i m.1�' O%W O-/p y. oe! ra Z WN xn mm:ed �o•m pro sawZ..�p?N o 8 INSTALL CATCH RENTON 2 BASIN TYPEIP �.N. ml��,g, CITY OF RENTON PWD STD PLAN 00.00 $WWI mW m O9 INSTALL CATCH BASIN TYPE 2 PER c CITY OF RENTON PWD STD PLAN 201.00 OJW' N \ 10 INSTALL 4'x4' FILTERRA WATER QUALITY UNIT SO U INSTALL 4'x6'FILTERRA WATER QUALITY UNIT m 50 ; 12 INSTALL 4'x8'FILTERRA WATER QUALITY UNIT 1 — i _ _ 13 INSTALL 41x4' MODULAR WETLAND WATER QUALITY UNIT - `- �� 5' 14 INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT 3 16 INSTALL 4'x8' MODULAR WETLAND WATER QUALITY UNIT z �a o iM M m M i6 INSTALL FLOW CONTROL STRUCTURE PER ° 90+00 M 91+00 CITY OF RENTON PWD STD 237.00 + �ci- �' � I- ��I F T 18 d t, 17 CONNECTION TO EXISTING PIPE a 0e a 18 INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB 0 0 DRAIN, PER DETAIL 1/1 DRD.02 ss SS SS 19 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, PER DETAIL 1/1 DRD.03 - di _ _ 20 INSTALL 12'X6'OIL WATER SEPARATOR UNIT PER CITY OF W dHo 1 RENTON PWD STD 240.10 �p (`�❑ �` LEGEND m o EXISTING CATCH BASIN 50 �o (D EXISTING MANHOLE 00 So EXISTING STORM DRAIN PIPE 0`04 oO° rc mT?-. m�opo e.r�4o � CATCH BASIN TYPE ZWW N'n WN `0� 4NN amo �o o�w O CATCH BASIN TYPE 6 N m�0 NW —sG— STORM DRAIN PIPE Jacobs METRO PROJECT ENGINEER P. ee.....I King County METRO 0' 20' 40' SCALE: 1"=40' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT DRAINAGE PLAN TAL-21 86+00 TO TAL-21 91+00 NOVEMBER 2021 1 C7.15 N0: of 217 XXXX R-4214217 s�ekti���°r i / yS i i ' yS F l CS / Ss zt, � J \ \ 33+00 , 34+0( Q SO SO S SD S SE CARR RD (CAR -LINE) p � °H,o o SHP 0 \ \ OHP �SS S, \ ------'—OHP SS U) ss Fl 00 ? CG Q / \?00 B �S � o, 9�6 �q. . lR S. j s, w I i I 3 k Kp b x 3 U 0 = v NO PROPOSED DRAINAGE IMPROVEMENTS ON THIS SHEET gn smr SIGNED 4 60% SUBMITTAL Jacobs *810MErwpFgµNoCHECKE SON oDJ.ETUTAN 1' CHECKED: No. REVISIOAw[. METRO PROJECT ENGINEER P. Sp �\36+00 , SS ro 4 y 9 a. sqn syn King County METRO GENERALNOTES 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 STORM DRAINAGE NOTES OADJUST INLET OR CATCH BASIN TO GRADE OADJUST MANHOLE TO GRADE 3O ADJUST STORM DRAIN MANHOLE WITH V RISER 4O REMOVE INLET OR CATCH BASIN OREMOVE STORM DRAIN PIPE 6O REPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 0 CONNECTION TO EXISTING DRAINAGE STRUCTURE OINSTALL CATCH BASIN TYPE 1 PER CITY OF RENTON PWD STD PLAN 200.00 gO INSTALL CATCH BASIN TYPE 2 PER CITY OF RENTON PWD STD PLAN 201.00 10 INSTALL 4'x4' FILTERRA WATER QUALITY UNIT 11 INSTALL 4'x6' FILTERRA WATER QUALITY UNIT 12 INSTALL 4'x8' FILTERRA WATER QUALITY UNIT 13 INSTALL 4'x4' MODULAR WETLAND WATER QUALITY UNIT 14 INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT 16 INSTALL 4'x8' MODULAR WETLAND WATER QUALITY UNIT 16 INSTALL FLOW CONTROL STRUCTURE PER CITY OF RENTON PWD STD 237.00 17 CONNECTION TO EXISTING PIPE 18 INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB DRAIN, PER DETAIL 1/1 DRD.02 18 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, PER DETAIL 1/1 DRD.03 20 INSTALL 12'X6' OIL WATER SEPARATOR UNIT PER CITY OF RENTON PWD STD 240.10 LEGEND CJ EXISTING CATCH BASIN O EXISTING MANHOLE — So EXISTING STORM DRAIN PIPE CATCH BASIN TYPE 1 O CATCH BASIN TYPE —sG— STORM DRAIN PIPE METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT DRAINAGE PLAN CAR 32+00 TO CAR 36+50 40' SCALE: 1"=40' NOVEMBER 2021 DRAWING N¢ 1 C7.16 SHEFNON CF 218 XXXX R-4214218 Ps P P J2> JP Sp cg / l E(FjaJJg>M344 TpPJ40 S, 12'C Jg. P Sf`p\ 4°pvp � JJ9 /C y /g E(f aT/ RI (NWla 33g93 1 ap MPa 2 op J6a C�l 43+0� 0 —+— = 5D So 7 G 55 T T T E� Wl`JJggsi ao °j5j. /0" K C 0 _ 50 SD gr, SC SD o S 5 qMP 40 ro, / aJ fa 'o SLMagl3306 JJ646 . SOC rf(SfIa T�Ri JJ30, / 13 05 SD M SOMSaJJ66r a2 0/� (S� 3S5 M0603 ACa E F(flaT2 RG DS - /F(NNW� 3J R/M J RCP f(SW)a j J$2 p B'- 2' SU /E(N EIaJJ 62 a 40>/ 6J. Jg, p S�(/Spa 30p,5 �r qO/ SOMA®63aM SpC,g JZg4 /Z, CCAf O /J• fJa3 2 be J43� /FnSHfR. MP 60% SUBMITTAL No. I REVsio% Rv I Ac=T I wc. Jacobs 60%TO BE SUBMITTED AT A LATER DATE GENERAL 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 STORM DRAINAGE NOTES OADJUST INLET OR CATCH BASIN TO GRADE OADJUST MANHOLE TO GRADE OADJUST STORM DRAIN MANHOLE WITH V RISER OREMOVE INLET OR CATCH BASIN OREMOVE STORM DRAIN PIPE OREPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 OCONNECTION TO EXISTING DRAINAGE STRUCTURE (D INSTALL CATCH BASIN TYPE 1 PER CITY OF RENTON PWD STD PLAN 200.00 OINSTALL CATCH BASIN TYPE 2 PER BHP CITY OF RENTON PWD STD PLAN 201.00 INSTALL 4'x4' FILTERRA WATER QUALITY UNIT oyp DO10 — — 11 INSTALL 4'x6'FILTERRA WATER QUALITY UNIT INSTALL 4'xB'FILTERRA WATER QUALITY UNIT o 13 INSTALL 4k4' MODULAR WETLAND WATER QUALITY UNIT bi 14 INSTALL 4'x6'MODULAR WETLAND WATER QUALITY UNIT Oha (q 15 INSTALL 4'x8'MODULAR WETLAND WATER QUALITY UNIT 46+00 V 5 ®NWE/ a h S pCp Bry / (NSIe r/ Ri P S J4 4g 4 JS 01. Epa 6.PI'C SgCp J492 CMP t� Q3 ®MWE/ Top W `JSJ/M35 ^O4j Epcg r/ ®MW %Z%a 3z4^P°.sg. n �Nlaa R/ E( /f^W J.GREEN P. ENG DRAWN H. JOHNSON CHECKED: PROJECTND. J.ETUTAIN E00566E10 CHECKED: CCMFACTNO METRO PROJECT ENGINEER CX%%%%ffiX SS rl W16 INSTALL FLOW CONTROL STRUCTURE PER (n CITY OF RENTON PWD STD 237.00 +� I 17 CONNECTION TO EXISTING PIPE p 18 INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB _ DRAIN, PER DETAIL 1/1 DRD.02 —LSD ^ ig INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, — d- PER DETAIL 1/1 DRD.03 V 1 Q 20 INSTALL I2'X6'OIL WATER SEPARATOR UNIT PER CITY OF U RENTON PWD STD 240.10 o /6J W Z LEGEND J o EXISTING CATCH BASIN O Q 0 EXISTING MANHOLE \\ So EXISTING STORM DRAIN PIPE \(SX, ry RTOP 35 / M S SEpaydg�6' 4 A V, �E (sjg S/.strp 4 /F ('Vfla�9p, p \ CATCH BASIN TYPE 1 SpM O CATCH BASIN TYPE 2 /f(W @=asr a''9/M �� —so— STORM DRAIN PIPE 0' 20' 40' SCALE: 1"=40' King County METRO METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT DRAINAGE PLAN CAR 42+50 TO CAR 47+50 NOVEMBER 2021 1 C7.17 NO DF 219 XXXX R-4214219 60%TO BE SUBMITTED AT A LATER DATE GENERAL 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 STORM DRAINAGE NOTES Q0 ADJUST INLET OR CATCH BASIN TO GRADE OADJUST MANHOLE TO GRADE mN)e3�z ' =376 Is O3 ADJUST STORM DRAIN MANHOLE WITH V RISER 6UMP:3]CPP z.4• O4 REMOVE INLET OR CATCH BASIN IE (N)=3]0.0' 12,'CPP � & sE E?1 RIM=3n B,' sump 3s6 r^" OS REMOVE STORM DRAIN PIPE IE W)�3]3.4' 12"CMP SOMH _ > I SSMH T2 RIM I O J]3.3' 12"CMP NO NSIBILE IP 380JP �mr In/'xaol IE(NE)�361'2; 1z CONC sUMP'3]zz' SUMP�369.]'IPES CUP TRUNNLINE IE(E)=3]9 O REPLACE GRATE WITH SOLID LOCKING METAL COVER PER SSMH T2 RIM:3>069' @(NW3606 L2' 8"CONC o IE s =3s (w)=3]a CITY OF RENTON PWD STD PLAN 204.10 !?r IEMN 363.9 O 0'6 12"CON SDCB Ti RIM�38 rc \ IE(sE)'J63'r e"Pvc I Op) 364.6 2r 833 O7 CONNECTION TO EXISTING DRAINAGE STRUCTURE 0z383.T ' zV O INSTALL CATCH BASIN TYPE 1 PER O R O CULVERT \ \ `Li _ O _ S M M CITY OF RENTON PWD STD PLAN 200.00 d � � IS 12' DI(8E)=366.88' OINSTALL CATCH BASIN TYPE 2 PER d S� o _ O CITY OF RENTON PWD STD PLAN 201.00 O O to '0 0 ° Q _ m SD 3O 0000 p O Qpo„�,np _ — 10 INSTALL 4'x4'FILTERRA WATER QUALITY UNIT rc� JIB c 150 " 50 oa oo D ° ° z6B 3 2169U 0° °O °O 11 INSTALL 4'x6'FILTERRA WATER QUALITY UNIT 8o c8°pO d U 12 INSTALL 4'x8'FILTERRA WATER QUALITY UNIT d 5 k — ^ 13 INSTALL 41x4' MODULAR WETLAND WATER QUALITY UNIT — — — _ _ \ U " -- w 14 INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT A r o O o _ 15 INSTALL 4'x8' MODULAR WETLAND WATER QUALITY UNIT r O G ®MwEL LJJ i6 INSTALL FLOW CONTROL STRUCTURE PER 51+00 SE CARR RD E� Ci 0 ISSODS RIM:391 LJ CITY OF RENTON PWD STD 237.00 T1 RIMz36]33 1� 1 T - _ 52+D[r)-388.6' 12"GONG — IEW =3fi4, CMP�/�'RRW)�368.4' 0 .�v R- IN �a l-- Izb I 17 CONNECTION TO EXISTING PIPE HP O O 65UMP? CMP 49 T T T T TA LC P=387.8, W LJ OH 0 +� G G G 18 INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB o N 48 O O M D M O— D O O DRAIN, PER DETAIL 1/1 DRD.02 OHP F >< T LO O 5D 0INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, W Dr —G _ _ mI N PER DETAIL 1/1 DRD.03 (n T SD — 1 OHP fi] — II 13' ED s / T ° L:i f 3 �= so o T a T ,bs < -0 'I — 20 INSTALL 12'X6' OIL WATER SEPARATOR UNIT PER CITY OF T © sa 35 SD SD 3e RENTON PWD STD 240.10 r T rn , " r _ — — — — o o $ " SO I �.r]I—I 8URIIcocis w LEGEND O 0 00000 0 �° SDCB it RIM=366.64' CULVER Z + W _ — O O o 000 O o° _ 0 IE(E)z3�'s, 12"cMP --I o EXISTING CATCH BASIN r ,,QQ IE 383.5' o r =00° ° 0000 O O V O o of (w)f sump 12'CM = z o soce TI RIM=389.88' U O EXISTING MANHOLE g s V SD IE(E) J65IRS.3 1YCPP IE 72' CPP (NE CULVERT Q (�6 12"CMP )1389.53' O D z O o Ic(se) r, RIM�,3gO,]B. suMP_,�4,9 so EXISTING STORM DRAIN PIPE LLjZ O 3 a 0 00 mTOv IE(E)=377 j' 6 PVC ICMp ESNH i2 RIM 36>.08 I U(MP 3]55' 12" RCP CONNECTS TO SERVICE TOP STAND SOUPIPER 391 RIM;Z 93.42' CATCH BASIN TYPE w O O IE(W)-358. s' RCP E E E 12' CPP 3 U O6' O O s-33 ® >' la^Rn� (w)=3assuMc 38e9 O CATCH BASIN TYPE >< a r N —SD— STORM DRAIN PIPE 'o rc r� 3 0 K 6& 19' �x 0' 20' 40' U O t � SCALE: 1"=40' vz MCI C °D Y DESICNEO'. M'PROVED'. DATE: v o METRO TRANSIT CAPITAL DIVISION 6U �O SUBMITTAL ' wJL NOVEMBER 2021 ry4 *810N oRG EN P.ENG RAPIDRIDE I LINE Saco s KingCourrty MIN H. JOHN80NCHECKED: PROJEUND RENTON SEGMENT DRAWNG NOMETRO oK� J.ETULniN E00566E10 DRAINAGE PLAN 1C7.18 11 < AL ECHECKED C0N`RA""0i CAR 47+50 TO CAR 52+50 SHEETND: OP No. REVISION Rv nP"L w[. a x METRO PROJECT ENGINEER CXX%%%%I(X 220 XXXX R-4214220 0 x In x U 0 �c� vz gn Cm� E&w �4 eIN 8 boo >iWPF1yy PEIn W 0ax_ 6Fo n mzv'� IW O BENSON DR o (SR 515) o O 1 = — � 1 0 <pp hO 1 pme 0000.0 ion �00 pooa. NZv3 0 Y C/) 0 0- v sni N V 11 �1 � O � o cn o � O L- US OS — II o 60%TO BE SUBMITTED AT A LATER DATE h i ® as O OnS( ,i F - (J- _T ? 5 S ,0 / L QaQo oom doom 0 pad pa. �P n moil �3 oi� LUIc m _ 5 SD MATCH LINE CAR 52+50 —SEE SHEET �C7.18 60% SUBMITTAL No. I REVISi('\ Nv I nc=) I )-I mr pn e mz lion /JJJu�� s�as 1 m 0 sew oNii os ® ed FWn oz poN xw mn nN dz Ci Jacobs as as as 'ems mil P. METRO PROJECT ENGINEER ICxwxxxxxx 1 GENERALNOTES 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 STORM DRAINAGE NOTES OADJUST INLET OR CATCH BASIN TO GRADE OADJUST MANHOLE TO GRADE O3 ADJUST STORM DRAIN MANHOLE WITH V RISER O4 REMOVE INLET OR CATCH BASIN OREMOVE STORM DRAIN PIPE O6 REPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 O7 CONNECTION TO EXISTING DRAINAGE STRUCTURE INSTALL CATCH BASIN TYPE 1 PER CITY OF RENTON PWD STD PLAN 200.00 09 p Og INSTALL CATCH BASIN TYPE 2 PER N CITY OF RENTON PWD STD PLAN 201.00 n U 10 INSTALL 4'x41FILTERRA WATER QUALITY UNIT 11 INSTALL 4'x6'FILTERRA WATER QUALITY UNIT 44 LLJ 12 INSTALL 4'1 WATER QUALITY UNIT S (n 13 INSTALL 4'x4' MODULAR WETLAND WATER QUALITY UNIT 1 LLJ 14 INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT (n LJ 16 INSTALL 4'x8' MODULAR WETLAND WATER QUALITY UNIT 16 INSTALL FLOW CONTROL STRUCTURE PER J _ 1 CITY OF RENTON PWD STD 237.00 tl O 17 CONNECTION TO EXISTING PIPE n 18 INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB DRAIN, PER DETAIL 1/1 DRD.02 W O 19 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, 'o PER DETAIL 1/1 DRD.03 LLJ 20 INSTALL 12'XS OIL WATER SEPARATOR UNIT PER CITY OF Z RENTON PWD STD 240.10 = LEGEND U Q o EXISTING CATCH BASIN O EXISTING MANHOLE GO EXISTING STORM DRAIN PIPE m CATCH BASIN TYPE 1 O CATCH BASIN TYPE —sG— STORM DRAIN PIPE King County METRO Y 0' 20' 40' SCALE: 1"=40' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT DRAINAGE PLAN CAR 52+50 TO 108TH 4+00 NOVEMBER 2021 1 C7.19 IND: of 221 XXXX R-4214221 f � u �Nm„ `olio o3✓m t ;fm= t A II h NO U o W W U) W W I 0 O — os 51� — 1 1 iC 60% SUBMITTAL No. I REVISi('% Nv I nP') I )-1 1 1 60%TO BE SUBMITTED AT A LATER DATE GENERALNOTES 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 I�� STORM DRAINAGE NOTES "" "- I m p a O ADJUST INLET OR CATCH BASIN TO GRADE N o o s a N'N11h' 2O ADJUST MANHOLE TO GRADE a ao m 8... 3««o a m m�m m a s - 8 m a 6 3O ADJUST STORM DRAIN MANHOLE WITH I' RISER �i mu o $'d II $n I �' a � � p dp i S W «l II i � a II m II 4O REMOVE INLET OR CATCH BASIN m mivN 6 Xil rn p �. 13 Z m.w� S" no f ag°; o�-wE --� '<3am >� �� m "'^'"m `��< 3R 55 REMOVE STORM DRAIN PIPE �u`�U 4 Nnga' in >o nil a �i 'q iadn<.��,'oh m88k'up& E"m." «On mm mm oaw,mN ``>o it N w;mm.,nin NAR"� 0 o w = 6O REPLACE GRATE WITH SOLID LOCKING METAL COVER PER r= m 0,11n Via' m °' wi--m 00 N I m'"�wwNi�'m" qua --- CITY OF RENTON PWD STD PLAN 204.10 aU �pNmn m �o 1111 h1 WHO mab. I NpOWw�.�w0 POQ E ` m i w in m o' - w - N. I n = - 7O CONNECTION TO EXISTING DRAINAGE STRUCTURE 2 ill i' 11 it nnO onr_-'" rc No p_oom 0. m ��wwwwo oN m� mmin E�«� O INSTALL CATCH BASIN TYPE I PER mi"------� i sam I s«om m=1 �l - CITY OF RENTON PWD STD PLAN 200.00 Omm no l\ -- > iEr wwm \ 0 I : u M r gO INSTALL CATCH BASIN TYPE 2 PER \ O O Q N j m 0 CITY OF RENTON PWD STD PLAN 201.00 D T O MW_ — 1 $ 1 — d�� d Jacobs o OO q 3 70 INSTALL 4'1 WATER QUALITY UNIT 0® 77 INSTALL 4'1 WATER QUALITY UNIT -1 ED SD-- d d 72 INSTALL 4'x8'FILTERRA WATER QUALITY UNIT - Li P inin 13 INSTALL 4'x4' MODULAR WETLAND WATER QUALITY UNIT — 14 INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT 108TH AVE SE (SR 515) 5 INSTALL 4'x8'MODULAR WETLAND WATER QUALITY UNIT o e e a o 7+OD I f 9+00 16 INSTALL FLOW CONTROL STRUCTURE PER (108TH-LINE + - CITY OF RENTON PWD STD 237.00 a e a o a a a 17 CONNECTION TO EXISTING PIPE o m u' 1 18 INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB DRAIN, PER DETAIL 1/1 DRD.02 19 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, - PER DETAIL 1/1 DRD.03 - - m 9 STOP D 9 D 9 �D 9 20 INSTALL 12'1 WATER SEPARATOR UNIT PER CITY OF d RENTON PWD STD 240.10 A "n LEGEND N_ it it j o EXISTING CATCH BASIN mm O EXISTING MANHOLE So EXISTING STORM DRAIN PIPE I / I m CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 nizm mr. m I —$D— STORM DRAIN PIPE m n in Wi w o I I pi! 1..WJ((/J.GREEN P. ENG pFgµN'. L King Courrty H.JOHNSONCRECKEo FRQIE4T1%1METRO C ETNLAN EOOS0 NCHECKED: CCMFFCTNO'. METRO PROJECT ENGINEER C)00000 CK 0' 20' 40' SCALE: 1"=40' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT DRAINAGE PLAN 108TH 4+00 TO 108TH 9+00 NOVEMBER 2021 1 C7.20 W: OF 222 XXXX A R-4214222 s 3 � _ o F % R x Emw U S fin= gmo' n g boo >iWPF1yy REW 0ax_ NQ. 0 G T G I 60% SUBMITTAL RE ISI('\ Nv IPp' )1 1 dHO Jacobs 60%TO BE SUBMITTED AT A LATER DATE I I I ilry I ollo�l I ^$GI E I rl3noiignn� .. �� WJNN \WN T T T dH0 dH0 108TH AVE SE (SR 515) T T dHO dHO dHO P. METRO PROJECT ENGINEER ICXwxxxxxX n�N'n moo GENERALNOTES 1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2. ALL PROPOSED CATCH BASINS SHALL HAVE VANED GRATES, PER CITY OF RENTON FWD STD PLAN 204.20 STORM DRAINAGE NOTES OADJUST INLET OR CATCH BASIN TO GRADE OADJUST MANHOLE TO GRADE OADJUST STORM DRAIN MANHOLE WITH V RISER 4O REMOVE INLET OR CATCH BASIN OREMOVE STORM DRAIN PIPE 6O REPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 OCONNECTION TO EXISTING DRAINAGE STRUCTURE OINSTALL CATCH BASIN TYPE 1 PER CITY OF RENTON PWD STD PLAN 200.00 9O INSTALL CATCH BASIN TYPE 2 PER CITY OF RENTON PWD STD PLAN 201.00 C/) 10 INSTALL 4'x4'FILTERRA WATER QUALITY UNIT - 11 INSTALL 4'x6'FILTERRA WATER QUALITY UNIT 00_ 12 INSTALL 4'x8'FILTERRA WATER QUALITY UNIT GLLl INSTALL 4'x4' MODULAR WETLAND WATER QUALITY UNIT 14 INSTALL 4'X6' MODULAR WETLAND WATER QUALITY UNIT — as 16 INSTALL 4'x8' MODULAR WETLAND WATER QUALITY UNIT 16 INSTALL FLOW CONTROL STRUCTURE PER CITY OF RENTON PWD STD 237.00 —18+00 17 CONNECTION TO EXISTING PIPE INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB DRAIN, PER DETAIL 1/1 DRD.02 1S INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, PER DETAIL 1/1 DRD.03 g5 20 INSTALL 12'X6' OIL WATER SEPARATOR UNIT PER CITY OF RENTON PWD STD 240.10 LEGEND o EXISTING CATCH BASIN O EXISTING MANHOLE - So EXISTING STORM DRAIN PIPE 1111 CATCH BASIN TYPE 1 O CATCH BASIN TYPE —sG— STORM DRAIN PIPE King County METRO 0' 20' 40' SCALE: 1"=40' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT DRAINAGE PLAN 108TH 13+00 TO 108TH 18+00 NOVEMBER 2021 1 C7.21 W: of 223 XXXX R-4214223 108TH AVE SE (SR 515) 28+00 <m=ii m3iiN 1 G 60% SUBMITTAL REVisio% LU — aG— F Hv I nc= ) I )-1 'n mwii 19 3 1 1 1 1 G G G G M M M ---------------- I Y / P P _ 00 y� LLI y. 1 1 a5 as as (IS 1 d I — 1 G — rc� u, r Q ------------- U00 LU 0 / GENERALNOTES 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 STORM DRAINAGE NOTES OADJUST INLET OR CATCH BASIN TO GRADE OADJUST MANHOLE TO GRADE OADJUST STORM DRAIN MANHOLE WITH V RISER OREMOVE INLET OR CATCH BASIN OREMOVE STORM DRAIN PIPE O REPLACE GRATE WITH SOLID LOCKING METAL COVER PER o CITY OF RENTON PWD STD PLAN 204.10 OCONNECTION TO EXISTING DRAINAGE STRUCTURE -- O INSTALL CATCH BASIN TYPE 1 PER CITY OF RENTON PWD STD PLAN 200.00 gO INSTALL CATCH BASIN TYPE 2 PER m & & : CITY OF RENTON PWD STD PLAN 201.00 q o w 10 INSTALL 4'x4' FILTERRA WATER QUALITY UNIT mii ng GINSTALL 4'x6'FILTERRA WATER QUALITY UNIT 12 INSTALL 4'' FILTERRA WATER QUALITY 1 GQU INSTALL 4'x4x4' MODULAR WETLAND WATERER QUALITY UNIT 14 INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT _ 16 INSTALL 4'x8' MODULAR WETLAND WATER QUALITY UNIT 16 INSTALL FLOW CONTROL STRUCTURE PER CITY OF RENTON PWD STD 237.00 - _ 17 CONNECTION TO EXISTING PIPE 18 INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB _ J DRAIN, PER DETAIL 1/1 DRD.02 G 3 18 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, PER DETAIL 1/1 DRD.03 20 INSTALL 12'X6' OIL WATER SEPARATOR UNIT PER CITY OF d RENTON PWD STD 240.10 LEGEND o EXISTING CATCH BASIN ° d O EXISTING MANHOLE �FPp� —SD— EXISTING STORM DRAIN PIPE � CATCH BASIN TYPE 1 N O CATCH BASIN TYPE —sG— STORM DRAIN PIPE Is UEI wJIC/DRGREEN PENGVPMWN�� King County CHECKEDDHEDKEP: PRWECTND METRO J.ETULAN E00066E10CHECKED: CCMR No METRO PROJECT ENGINEER C)00000 CK 0' 20' 40' SCALE: 1"=40' METRO TRANSIT CAPITAL DIVISION PATE: RAPIDRIDE I LINE NOVEMBER 2021 RENTON SEGMENT DRAWING NO DRAINAGE PLAN 1C7.22 108TH 28+00 TO 108TH 33+00 SHEET"°PR 224 XXXX R-4214224 GENERAL NOTES 1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2. ALL PROPOSED CATCH BASINS SHALL HAVE VANED GRATES, PER CITY OF RENTON PAD STD PLAN 204.20 STORM DRAINAGE NOTES OADJUST INLET OR CATCH BASIN TO GRADE OADJUST MANHOLE TO GRADE na 3 e�� ADJUST STORM DRAIN MANHOLE WITH V RISER Nu O N ° O4 REMOVE INLET OR CATCH BASIN o Cn m ^' O REMOVE STORM DRAIN PIPE ° 3 CV �� < �I =� 8 : p m a O6 REPLACE GRATE WITH SOLID LOCKING METAL COVER PER $me� imw CITY OF RENTON PWD STD PLAN 204.10 NvN _ _ 1 SDCB (1-E28) N O W m ii a �. o O7 CONNECTION TO EXISTING DRAINAGE STRUCTURE 108TH 53+41.32, 41.32 LT "" P� o Cn ^ s �_ p e m ° RIM EL=461.10 0 'n^ II ---'^ -�c, (DINSTALL CATCH BASIN TYPE PER $en sm IE - 458.30 1 E) IN p N n ^'u a' n z x ° n CITY OF RENTON PWD STD PLAN 200.00 W_Q5` xo kn IE=457.50 W OUT N° m'�%,o cow oP 9Eoo ( ) em wU W \ w pm - NN NaN WOW a 3 m --'" p��pwww O9 INSTALL CATCH BASIN TYPE 2 PER N a m n a j t a w W 3 i o o CITY OF RENTON PWD STD PLAN 201.00 h „0 _'"N mm �'3 - ps ?am 3 a0 SOFZ 10 INSTALL 4'x4'FILTERRA WATER QUALITY UNIT rco \ WN - " x!'In a od s 11 INSTALL 4'x6'FILTERRA WATER QUALITY UNIT \ n°. m3 5 w wm — ° — a r Wp min i Resv 7 5 �-�, � -' -P � �� \� oS w 8 12 INSTALL 4x8'FILTERRA WATER QUALITY UNIT J° o Gds SDCB (1-E30), TYPE 1 0mm ssva° os 12 LF 8" SO I108TH 54+29.70, 28.04 LT - - _ -_ - _ - _ _ - _ _ _ 13 INSTALL 4N4' MODULAR WETLAND WATER QUALITY UNIT -- - - -- - - v,a ®� _ II II RIM EL=456.12 - -- d �, ...) 1' _ ` It. (J LJ IE=455.40 11 INU Mo _ 14 INSTALL 4'x6'MODULAR WETLAND WATER QUALITY UNIT IE=454.90 (12"W)OUT x d 15 INSTALL 4'x8' MODULAR WETLAND WATER QUALITY UNIT 86 LF 8"SD 3 O M M M M M 0 M M IS — „ a sI°aaaauv SEE VOLUME � (6 INSTALL FLOW CONTROL STRUCTURE PER FOR CITY OF KENT / oNp o CITY OF RENTON PWD STD 237.00 18 0 3UC I IMPROVEMENT + + + a 55+0 0 57+00 17 CONNECTION TO EXISTING PIPE INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB 1 TH-LINE SDCB (1-35) TYPE 1 c DRAIN, PER DETAIL 1/1 DRD.02 8 108TH 53+41.32, 28.14 LT oo e m m °�' o ✓� 1 _ �_ y_ _ 1 �T _ 19 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, a° -RIM EL = 460.90 z� 1 1 1 1 C PER DETAIL 1/1 DRD.03 IE = 457.44 IS" E) IN IE = 455.83 IS" S) OUT z -r-� DHc d d d d as a5 as - s as as as o cK / cD v 20 INSTALL I2'X6'OIL WATER SEPARATOR UNIT PER CITY OF TD;H OWN MO vda OWN > mD RENTON PWDSTD240.10 — — — naGN° — -•^ rHo- LEGEND a n oa O N ; etl �ssva°— NI'h) b o (w,.+ o +enm MS ON00 m ` EXISTING CATCH BASIN \ p. O EXISTING MANHOLE -- ".pa8NIK m mO�D'� o sD dddd EXISTING STORM DRAIN PIPE Nnw �Nh� F jo U' ' N a�N m J Zwa 11 �mwO W' Emg.ea p° I w ■ CATCH BASIN TYPE a«o� WNW W " Wmm °a ° �I o e W o x Fm I I 0 w O m o -- I O CATCH BASIN TYPE 2 Qz_—SD— STORM DRAIN PIPE WNW I n� nsww o I 1 om i I y �( z 0' 20' 40' SCALE: 1"=40' DESIGNED'. pPpRWEO: DATE: o METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL 7 �Sso g13 9� ,JGREEN P.ENG RAPIDRIDE I LINE NOVEMBER2021 Jacobs yA r " H /�o JOHNSON King County ff��;y�✓� CHECKED: RNaEI METRO RENTON SEGMENT DR<wiNG NO p°FSF°STEpEN°2��p J.ETNLA588E18 IN E00DRAINAGE PLAN 1C7.23 No REvrioN Ev APDo ��TE CHECKED. D°"D"`TN°' 108TH 52+00 TO 108TH 57+00 GNEET"° DE METRO PROJECT ENGINEER CXX%RRRRX 225 XXXX R-4214225 N Li 50T- W : - uJ z i4 N` OOm vv w W Y = 50 Q� ENO �N .... .... .. FINISH GRADE - .. .. _ EX GRADE 24" SS 20� .. y.;. __ _-- _;-_i _ - _.,-20 33 LF 8"SD 10—____. --..- _. _'- _.__ --10 No S 2ND ST AND SHATTUCK AVE S STA 20+00 TO 21+00 DRAINAGE PROFILE SCALE: SHOWN NOTE: SEE DRAWING iC7.03 :X N CNN :: U co N: I::4J rr4jW.:- 0�w. 4nrlm `EX GRADE16 LF 8" @.ISH GRADE LAKE AVE S AND S GRADY WAY STA 11 +00 TO 11 +50 DRAINAGE PROFILE SCALE: SHOWN NOTE: SEE DRAWING iC7.05 60% SUBMITTAL REvrioN By I APP'D I SATE _ w w Mco f�/J coww 2NN.NN _ QN 40 W K W W W W rc ti ..W 6" IL. __ _ aKw w 0 FINISH GRADE :EX P : EX GRADE --,- --,-`,, : 52 LF 8" SD @ 0 23%-:' .-.-- 0 1 S 2ND ST AND WHITWORTH AVE S STA 16+50 TO 17+50 DRAINAGE PROFILE SCALE: SHOWN NOTE: SEE DRAWING iC7.03 5 N w w w 0 504- ..:. .... h m 3 ...:... z, I -40 �Oym ty� NN.m m �m W_ Wmw N 0 40— --. _N ;.._ ---- -40 FINISH GRADE 0 304- -- ' T30 . 127 LF 8" SD @ 0.500% : EX GRADE S 2ND ST AND MORRIS AVE S STA 13+50 TO 14+00 DRAINAGE PROFILE SCALE: SHOWN NOTE: SEE DRAWING 1C7.02 [V � - - :wzj �'2NN t D_ Wei m10 ��.. ^- otff O_ 02M vJz �Nvow mw : : w�ww W4 W WEW N N I : SHATTUCK AVE S AND S GRADY WAY STA 14+50 TO 16+00 DRAINAGE PROFILE SCALE: SHOWN NOTE: SEE DRAWING iC7.06 50— ❑ w 4 N N i > > Z 40r W ..:...: :.. x O ' I. W G'WF U CNN 0 EEW w 30— _ SEX GRADE :. . FINISH GRADE 20-:-: -.-.- .-. -.-. .. ... ... EX138LF121pSD@0.150/i LAKE AVE S AND S GRADY WAY STA 10+50 TO 11+00 DRAINAGE PROFILE SCALE: SHOWN NOTE: SEE DRAWING IC7.05 $ y Z:� Z?FJA� Oe O - NUJO> N t0 +�0 . 60 m N .. UEnt N ��NNNN wRww to KW m auJ UJ uJ :: ^w --_FINISH GRADE 4 EX GRADE -- SHATTUCK AVE S AND S GRADY WAY STA 14+50 TO 16+00 DRAINAGE PROFILE SCALE: SHOWN NOTE: SEE DRAWING 1C7.06 .Jacobs SSOF alJ GREEN sy9s H. JOHNSON DRAWNPENGcV ' "- King County m i `D"`D' PNaECrND METRO Q J.ETULA pO FSS ONALaEHOa"� CHECKED'N C�ONNRACTNO'. METRO PROJECT ENGINEER CXX%RRRRX 0' 20' 40' o' 10' 20' HORIZONTAL SCALE VERTICAL SCALE METRO TRANSIT CAPITAL DIVISION wTE: RAPIDRIDE I LINE NovEM3ERzozi RENTON SEGMENT DRAINAGE PROFILES 1 OF 4 1 DRP.01 rrr:�:eec.J R-4214226 -- LU W 2W '.� N r .. .. m hZO 3Mv o DO -.----------- 0 (6 tO i(O mNfO X W K,W� 3 mE69 'u5 w 'FINISH GRADE o EX GRADE -� 11 LF 8'SO@0.50% r .. .. 9 9 ::9 :: S GRADY WAY STA 17+00 TO 17+50 DRAINAGE PROFILE SCALE: SHOWN NOTE: SEE DRAWING 1C7.06 a w Z 3 w W m N N: Z Z• N M m�RD x m N EN mN w W KW WJj :(J ON N w 0 -EX GRADE r oo a FINISH GRADE -- 4LF 12"SO@050% TALBOT RD S STA 10+50 TO 11+00 DRAINAGE PROFILE SCALE: SHOWN NOTE: SEE DRAWING 1C7.08 W N % - - - Z : U Z O 0) N:N N . DID n N:�N 00 DPW _" y DE Q•�cN '_t2 CNN 2��NN wJy.'W Wf ... .. OK W W. 2 W W ---- rEX GRADE FINISH GRADE EX 24' W 1 8 7 LF S"SO@045% EX P. EX 4LF 8"SD @0.70% .'-43 LF 12"SD@0.51% -'. S GRADY WAY AND TALBOT RD S STA 10+00 TO 11+00 DRAINAGE PROFILE SCALE: SHOWN NOTE: SEE DRAWING 1C7.08 m a)N zw zzDOWes DO mro 50 �f c6NN QoJONN - m ",6 6 -OJ ',X N%0 mJ 2"NN .02NN OC W W '�, W Fly 6U96yJ::. ....... . F w EX GRADE FINISH GF.ADE 0 0 S GRADY WAY STA 22+50 TO 23+00 DRAINAGE PROFILE SCALE: SHOWN NOTE: SEE DRAWING IC7.07 W w w. N Z> m^oN -.nth lDo 0—m�M�MOCJ -50 220- { r -._50 5 10 cl (7 mm m—x =W W W - mMin W U�i+iM 4J W Z W N tlJ KW NKW yKW EX GRADE ' „40 40— -- _ --40 210— FINISH GRADE EX GRADE000p r T 066 06 o m tlJ V e rn r-: °- FINISH GRADE _ 30 200— w w w m w .. . '.12 LF 8" SD @ 0.50%'. ... ... FINISH GRADE 23 LF 8"SO@052°h _. EX GRADE .. —20 20— - `- - - - h-:- -20 190— -': I- : -; 0 10 LF 12"SO@051% .. TALBOT RD S STA 15+00 TO 15+50 DRAINAGE PROFILE SCALE: SHOWN NOTE: SEE DRAWING 1C7.09 TALBOT RD S STA 15+00 TO 15+50 DRAINAGE PROFILE SCALE: SHOWN NOTE: SEE DRAWING 1C7.09 60% SUBMITTAL Is SS�L W"(/9 JGREEN A0 WA3y .� DRAWN m i H. JOHNSON cxEcxeO: Q 90 FSFG5TEhEN02K4W J.ETNLAIN S�ONpL E CHECKED' ND. PEaacv BY cPco .;TE METRO PROJECT ENGINEER TALBOT RD S STA 25+50 TO 26+00 DRAINAGE PROFILE SCALE: SHOWN NOTE: SEE DRAWING IC7.12 P. ENG King County METRO PxaE6ENO E00558E18 �� 0' 20' 40' o' 10' 20' HORIZONTAL SCALE VERTICAL SCALE METRO TRANSIT CAPITAL DIVISION wTE_ RAPIDRIDE I LINE NovEN3ERzoz1 RENTON SEGMENT DRAINAGE PROFILES 2OF4 1 DRP.02 Y➢i�IE1:1:1 R-4214227 TALBOT RD S STA 19+50 TO 21+00 DRAINAGE PROFILE SCALE: SHOWN NOTE: SEE DRAWING 1C7.10 r 3 U rwi1Z 0 �Nmm mypp.. .. mm000 ❑th�� U ¢i �... .. U�NN �n N.. .—v W W W : 01 20' 40' a my 20' HORIZONTAL SCALE VERTICAL SCALE METRO TRANSIT CAPITAL DIVISION wre_ RAPIDRIDE I LINE NovEMaERzoz1 RENTON SEGMENT DRAINAGE PROFILES 3OF4 1 DRP.03 rr1:�:eec.1 R-4214228 11 w wW 0z OZZI, Iw: �64 m W KwwWww_r.n� fflmm biro TALBOT RD S STA 71+50 TO 72+00 DRAINAGE PROFILE SCALE: SHOWN NOTE: SEE DRAWING 1C7.14 TALBOT RD S STA 72+00 TO 73+50 DRAINAGE PROFILE SCALE: SHOWN NOTE: SEE DRAWING IC7.14 120 ... _ ... 120 490 .. _._._....._....._ _....__..._....._ ..___...._.--- _.._._._._...... ........___.,.._. _._.___....._.-- ELI CL r�iJwz W wz .,a 110 n m N :o, o ?- :.... N w ' 110 480— '. W-3 w m w r .'... w W C " - O2CO OJT 0 NOO _ N O00 Mm'-"-' of } �^ F N ew ww DO Om �OQro mgve .. O N w.Ew$ — U'iO i�" wrvm.�, 100 -100 470— W : w v tlJwW mvvuJi v`�i 90--:.. . -..:._ ,- -.: r -.. II --0.. ::.-90 460— CONNECT FLARED END INLET PER - CITY OF RENTON STD PLAN 221.10L 24 LF @146% -12 LF 12"SD@0.43% 12 LF 8"SD@0.48% 877LFSD0.49% 9 70—. _._. _._._ _._. _._.. _. _70 440—____._- —440 TALBOT RD S 108TH AVE SE (SR 515) 3 STA 73+01 TO 73+09 STA 53+39.33 TO 54+27 e p DRAINAGE PROFILE DRAINAGE PROFILE SCALE: SHOWN SCALE: SHOWN NOTE:SEE DRAWING 1C7.14 NOTE: SEE DRAWING IC7.23 >y sP 60% SUBMITTAL DESIGNED PPRWED 9eoE f �q �Focc`tSuwTn pE'sR1bE op 0�2iiJ��¢ JDNGREEN P. ENG ohos Jacobs ' King County . CHECKED TID ow J.ETNLAIN E0056BE18 METROox JOHNSON PIRWEC WWF SF�ONpL EH CHECKEDCCMFACTNO'. V No. RE`!ISIGN BY Epp J:TE METRO PROJECT ENGINEER CXX%RRRRX 0' 20' 40' o' 10' 20' HORIZONTAL SCALE VERTICAL SCALE METRO TRANSIT CAPITAL DIVISION wTE: RAPIDRIDE I LINE NovEN9ERzoz1 RENTON SEGMENT DRAINAGE PROFILES 40F4 F100;X115 rrx>_:eec.1 R-4214229 BACK OF PLATFORM- CONCRETE OR LANDSCAPE AREA 0- 8 FRONT OF SHELTER PLATFORM - BACK OF SIDEWALK STEELCANOPY ST OTHERS, SEE SHEI SPECIFICATIONS SHELTER PLATFORM - DRAINAGE PLAN - RIGHT CONFIGURATION DETAIL �1 SCALE: 1" = 1' - rn N I Ur anMu MR ry I rvnln r o,UevvnLn 4 HOLE 60% SUBMITTAL No I R7,ISMA SHELTER PLATFORM - DRAINAGE PLAN - LEFT CONFIGURATION DETAIL SCALE: V' = 1' - By 1 APP'D I -ATE .;acobs SEA. WI(q y Q pO FRFCSTEhE002�W SSEN J. GREEN DRNM H. JOHNSON CHECKED J.ETOLAIN JONAL CHECKED' METRO PROJECT ENGINEER GL HOLE 1 4 HOLE HOLE HOLE GENERAL NOTES: 1. SHELTERS AND TECH PYLONS TO BE OWNER FURNISHEDICONTRACTOR 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. ALTERNATIVE - 2: STORM DRAIN ROUTED ABOVE SLAB TO BACK OF PLATFORM TO LANDSCAPE AREA. SEE DRAINAGE PLANS HOLE FOR ELECTRICAL, BY OTHERS HOLE FOR DOWNSPOUT BASE PLATE BY OTHERS COL BY OTHERS ALTERNATIVE-1: STORM DRAIN ROUTED IN SLAB THROUGH SIDEWALK TO FACE OF CURB AND GUTTER. SEE DRAINAGE PLANS SHELTER COLUMN - DRAINAGE CONFIGURATION P. ENG King County METRO PHa E00566E18 8E18 �R METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SHELTER DRAINAGE DETAILS 1 OF 8 NOVEMBER 2021 1 DRD.01 rxv>_:eec.1 R-4214230 a s �mx8 290 MRwCal p �r�yo Fo E 2 oo�w� LL d 3.D'CLEpRpNCE STEEL CANOPY STRUCTURE BY SHELTER SPECIFICATIONS CONCRETE SIDEWALK, SEE CIVIL PLANS CONCRETE CURB AND GUTTER ROADWAY SEE STEEL CANOPY STRUCTURE BY OTHERS, SEE SHELTER SPECIFICATIONS ELECTRICAL CONDUIT, SEE ELECTRICAL SHEETS BASE PLATE, SEE SHELTER SPECIFICATIONS - WIRE MESH REINFORCEMENT - 1-112" MIN COVER — DOWNSPOUT ROUTED TO FRONT OF PLATFORM 2 NS PER STATION PLANS TOP OF SHELTER 3" DOWNSPOUT PER STATION PLANS II CONCRETE SHELTER j FOUNDATION 1111111E inn. INNER, INNER innL— inn�o�o�o�o� nol�o�o�o�o� CONCRETE SIDEWALK PER CIVIL - 3" DOWNSPOUT PER STATION PLANS - FLEX COUPLER CONNECTION BETWEEN DOWNSPOUT & EMBEDDED DRAIN PIPE - EXTEND STORM DRAIN DOWNSPOUT ABOVE GRADE CONCRETE CURB AND CUT OUT BASE PLATE, TYP EACH SIDE GUTTER 1 .. . I . I CONCRETE SHELTER FOUNDATION ti C { ;e 3" LONG SWEEP ELBOW COLUMN ATTACHEMNT DETAIL 60% SUBMITTAL No I REvrioN By I APP'D I DATE .;acobs r24 WIRE MESH REINFORCEMENT } 11-211f 3" DUCTILE IRON PIPE io STEEL CANOPY STRUCTURE BY OTHERS, SEE SHELTER SPECIFICATIONS EDGE OF SHELTER PLATFORM n11� SHELTER::.::. 3m PIPE PLATFORM —240 4 WIRE MESH :. rr., ifvf � ifvf*� ip �.,�t < ROADWAY DETAIL SCALE: 1"=2' 1DRD.01 GENERAL NOTES: 1. SHELTERS AND TECH PYLONS TO BE OWNER FURNISHEDICONTRACTOR 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. STEEL CANOPY STRUCTURE BY OTHERS, SEE SHELTER SPECIFICATIONS 3"DOWNSPOUT CONCRETE SHELTER PLATFORM CONCRETE SIDEWALK 6" CONCRETE CURB 4�.:... (TYPE MAY VARY) ROADWAY '.; INVERT OF STORM PIPE SHALL BE AT OR ABOVE GUTTER LINE J. '�SSo� glsHi� GREENP. ENG DRN 9oyF_ RF051Eh`�00=2i4W'Q SION w King County CHECKED .Na J.ETULN E00566E18 METRO SS�ONpL EH CHECKEDCCNIFACTNO'. METRO PROJECT ENGINEER CXX%RRRRX WIRE MESH REINFORCEMENT 3" DOWNSPOUT ISOMETRIC VIEW METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SHELTER DRAINAGE DETAILS 2 of 8 NOVEMBER 2021 1 DRD.02 £TNO: C£ 231 XXXX R-4214231 d 8 oxz �mx8 e9 yy o ���Fouuy` E V } A TowW O 0 U~ Ur I I LLa ma LI 3.0'CLEARANCE PER STATION PLANS 1.0' PER STATIS PLAN PER STATION PLANS STEEL CANOPY STRUCTURE BY OTHERS, SEE I —roc of SHELTER SHELTER SPECIFICATIONS p 3" SH0RT TURN BEL0W STEEL CANOPY STRUCTURE BY OTHERS, SEE _ DO Uit SHELTER SPECIFICATIONS I 3" DOWNSPOUT PER ELECTRICAL CONDUIT, SEE III STATION PLANS ELECTRICAL SHEETS zr BASE PLATE, SEE CONCRETE U SHELTER SPECIFICATIONS SIDEWALK, SEE CIVIL PLANS CONCRETE SHELTER it CONCRETE SHELTER PLATFORM ill FOUNDATION Z I CONCRETE CURB - _ LANDSCAPING AREA, SEE AND GUTTER rit DRAINAGE SHEETS II - ROADWAY _ , . ; • .� �, �,fi1ry�, TOP OF PLATFORM ELEVATION VIEW 3'D0WNSP0UT PER STATION PLANS CUTOUT OPENING IN COLUMN FOR DOWNSPOUT, SEE SPECIFICATIONS � DOWNSPOUT NOZZLE COLUMN ATTACNEMNT DETAIL DETAIL rf�\ SCALE: 1"=2' 1DRD.01 GENERAL NOTES: 1. SHELTERS AND TECH PYLONS TO BE OWNER FURNISHED/CONTRACTOR INSTALLED. DETAIL INFORMATION SHOWN HERE IS FOR REFERENCE AND COORDINATION PURPOSES ONLY. 2. SEE STRUCTURAL DRAWINGS FOR FOUNDATION LIMITS AND REBAR SPACING. 3. ALL UTILITIES ARE NOT SHOWN. SEE OTHER DISCIPLINE DRAWINGS FOR UTILITY INFORMATION. 4. SEE CIVIL PLANS FOR SIDEWALK CONSTRUCTION. CONCRETE SHELTER PLATFORM LANDSCAPING AREA, SEE DRAINAGE SHE Yt N W W W W • y S W W W W W W W W ISOMETRIC VIEW STEEL CANOPY STRUCTURE BY OTHERS, SEE SHELTER SPECIFICATIONS 3" DOWNSPOUT o """"`" METRO TRANSIT CAPITAL DIVISION 60 /0 SUBMITTAL 7 �Sso gyy13 9� J. P. �(�/ /�� RAPIDRIDE I LINE NovEMBERzoz1 v a C� yA 4 z H JOHNSON King County CHECKED PROECTNN, METRO RENTON SEGMENT MWINENO 90 FSFG5IERE00d��p J.ETULAN E00566E18 SHELTER DRAINAGE DETAILS 1DRD.03 d'�ONpL EH CHECKED' CCMFACTNO'. SKEETNO: C£ No P=_aacN Ev cPFU .;TE 3 Of 8 METRO PROJECT ENGINEER CXX%RRRRX 232 XXXX R-4214232 COLUSgn Envelope ET NO V Ph OR 24- SEE NOTE I SEE NOTE 1 PIPE ALLOWANCES LMYJMVM PMEWTERIAL INSIDE MAM REINFORNEDOR PLAINz1FR ALLMETAILPIPE IF CPSUP" IV 5N. 5.A SK Y in ePEa 01 1Y iD.INGG.BoNge ' CORRUGATED POLYETHYLENE$TERM NOIEB: 1. AS ACCEPTABLE ALTERIATNES TO THE REBM SHOWN X THE PRECONST BASE SECTOR. FIBERSSPECIFI(PLACID IN ACCORDANCE WITH STANDARDONSOM), OR WINES PER FOOE MESH NCHT A MIALLB6 UM AREA OF 0.12 THE MINIMUM REOURED WAR SHOWN IN THE WITH ALTERNATIVE PRECAST BASE SECTOR, MARE MESH SHIMILL NOT BE PLACED IN THE KNOCKOUTS AS AN N IN TH E GULAR ADJUSTALTERNATIVE MO THE ENT SECTION MESH HAVING A MINIMUM AFF)h H NE OF 012 SQUARE INCHES PER FWTMOYBEUSED. 2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER TRANSIT KNOCKOUTS Y NIMVNT02FMAXWVMp PRWIDEVE A pIiVTHICKNESS OF MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUREDE OF THE AFTER THE IPE IS INSTALLED. FRTHEEGGUY THI JOINT MORTARPN ACCORDANCE WITH STANDARD SPECIFICATION SHOP .3. & THE MAXIMUM DEPTH FROM THE FINII GRACE TO THE LOWEST PIPE INVERT SCALE BE 5 FEET, THE FPM@ AND GRATE MUST BE INSTALLED WITH THE ROUND DOWN & THE PRECAST BASE BECTVJN MAY HAVE A ROUNDED IH�OAND THE RSTEE A MAY BE SLOPED AT A RATE OF PHEOSITE PEN ING SHALL E MEASURED AT THE TOP OF THE BE GROUTED FULL AFTER INLET HAS BEEN PLACEDLVSEGROUTTYPIES OR THE STANDARD SPEDILNWTON e On SIG) EVnTH 8, ALL GRADE RINGS AND CASUNGIJ SHAUL BE SET IN SECIFPO.TNPLOASPECIFICATION GV4.3TI N NTH STANDARD TO INSIDE FTDBES OUT OUTSIDE OF All JOINTS, RINGS, RISERS, AND NNfCFRoECN. LED PER VANES wTIIOS BY PING UNTIL FRAME IS RU HPAVEMENT WITI PAVEMENT AS EXTEND INE WITH A STRAIGHT EDGE OF HFFICI ENT LENGTH REMAIN VISIBLE LINES COMPLE9pNME FLUSH AND STD. PUN-2DD.OD VRJ PUBLIC WORKS CATCH BASIN TYPE 1 DEPARTMENT wGAZ m> 9/28/20 DA E CATCH BASIN TYPE 1 DETAIL �1 SCALE: NTS 60% SUBMITTAL R7, S1'A By I APPB I BATE 45 AI DOLUSgn Envelope ID: GEECF5B"O2A4E4A-8436-A317AA638878 NOTES: 1. NOSIEPSAREREOUIREOWHENHEICM IG4'UNLESS. 2. THEWROMOFTHEPREWSTCATGHBASUNWYBE LICENSED TO FADILTATE & THE RECTANGULAR CLEANING. FRAME AND GRATE MUST OE INSTALLED NTH THE FLANGE DOWN THEFFULMEMAYBE CAST IWO THE ADJUSTMENT SECTION 4 KNOCKOUTS MAY HAVE A WALL THICKESS OF 2- MINIMUM TO 2 FMAJOHMOM BETWEEN THE EEOUTSIDE OF THE JOINTPIPE AFTER THE PIPE IS NSTALUEDFILLTHEGAP MORTAR KNOCKOUT N ACACCORDANCE WITH STANDARD W TH SPECIFICATION BN.3. & ALL SERVED RINGS, RSEMSENND SAVINTH NGS SHALL BE SET I N MORTAR IN ACSPECIE CATION ARMS S CONNNECTOR(KORXG TOLERSEALSOOTINTINCORnu ATEN)PIPE REOPEN OR ESMTINGPIPYUVAID SEAFEHCO)N CONNECTING LAROFO AN T, MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURERS DIRECTIONS. & FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL MEANS IS FLUSH NTH PAVEMENT AS DETERMINED EDGE A STRAIGHT EDOF SUFFICIENT LENGTH P ALL REMNXW BLE UPON COMPLETION TRIMMED FLVBXANO SECTIONIM'OSECTpNSMAX.) BEVIDING PER MOMENT STO, SPECIFICATION SECTION ISO 12MI CAI BASIN DIMENSIONS EATON BASIN DIAMETER MIN. WALL TI KN MIN. BASE THICKNESS MAJUMMUM XNOCNOUFSI3 MINIMUM DISTANCE BETWEER KNOCKpTb HE IV Y SIT Jr ME 47 C 4r Y BE ID Or UP V CE r S' BE IT L' r IF Tr IF BUT w IT IN, IT 120- IT IT SY 17 S4- 1r 1Y IND 12- PIPE ALLOWANCES LCX BASIN PE MATERIAL NMAEIMY MAMETER CONOMME ALL METAL CPBBPPC WALL FIRDIFILE WALL ING X. SO SIP BYSOLID 54 AT OF SIT SIT OF SV w ST. SIT 42- 4Y 12+ R' U. OF 48- 4C TV AT BY 43' 4Y POLYETHYLENEAV SIpiM9 ER PIPE DUE.. SPEC. OFF 20) ' STO. SPEC, SOLTGU SPEC. AIDS TT¢) CATCH BASIN TYPE 2 �0 PLANZol.00 PUBLIC WORKS tv DEPARTMENT GAZ 9/28/201MBE .;acobs CATCH BASIN TYPE 2 DETAIL SCALE: NTS r METRO PROJECT ENGINEER Wa1SIBR Envelope ID: 6EECF586NO2A-4E4A-B436-A31]AA83B8]8 UNPAVINDAREAS PAVEMAREAS KNEXOT AID SPEC IRS TO 9S%0 MAXIMUM DENSIIYMVACIED M WPOOT$To.CWIN.IS),DA NS RUN GRAVEL FOR H Seh -2 PER BORGW PCOMEER SWEET TO 96%OF S EC BN tilryl. NOTES; GEE WSOOTIAPNA STANDARD SPECIFICATIONS SECTION JOE4 FOR MEASUREMENT OF TRENCH MUCH. 2 DESCRIBED IN WATIONS CHAAPTER ER 20S DEEP 55 PART LL NO THE NTH WITHE SAFETY STANDARD 3, MAXIMUM BACKFILL DEPTH ABOVE PIPE SMALL HOT BE EXCEEDED, AS DETERMINED BY IPE MANUFACTURER IN PAVED AREAS, IF PIPE HAS LEN THAN$ OF COVER, USE CRUSHED SURFACING TOP COURSE' FEW THE ENTRE BACKFILL DEPTH ABOVE 5. SEE CONSTRUCTION PUNS Pon SPECIFIC PROJECT REOUIR MENTSIEZONE. �• DEPARTMENT PUBLIC WORKS ATYPICAL TRENCH AND BACKFILL I �7C P. ENG King County METRO ENILECT110: E00568E18 �N 5 TYPICAL TRENCH AND BACKFILL DETAIL r1 SCALE: NITS METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT DRAINAGE DETAILS 4OF8 SURFACE 9/28/2018 1 AI NOVEMBER 2021 1 DRD.04 Pxxseecl R-4214233 i No SITE SPECIFIC DATA PROJECT NUMBER 14053 PROJECT NAME I -LINE PROJECTLOCATION RENTOR WA STRUCTURE ID MW (1-1) TREATMENT REQUIRED VOLUME BASED (CF) FLOW BASED (CFS) 0.043 PEAK BYPASS REQUIRED (CPS) - 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 030" 030" N/A WETLANDMEDIA VOLUME (CY) 0.74 ORIFICE SIZE (DIA. INCHES) 4 EA 00.61" NOTES: PRELIMINARY NOT FOR CONSTRUCTION. INSTALLATION NOTES 1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE MANUFACTURERS' SPECIFICATIONS, UNLESS OTHERWISE STATED IN MANUFACTURER'S CONTRACT. 2. UNIT MUST BE INSTALLED ON A MINIMUM 6" LEVEL ROCK BASE. 3. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING PIPES. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. ALL PIPES SHALL BE SEALED WATERTIGHT PER MANUFACTURER'S STANDARD CONNECTION DETAIL. 4. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL PIPES, RISERS, MANHOLES, AND HATCHES. CONTRACTOR TO GROUT ALL MANHOLES AND HATCHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE. 5. CONTRACTOR RESPONSIBLE FOR CONTACTING MANUFACTURER FOR ACTIVATION OF UNIT. MANUFACTURER'S WARRANTY IS VOID WITHOUT PROPER ACTIVATION BY A MANUFACTURER REPRESENTATIVE. 6. ALL HATCHES AND MANHOLE LIDS FOR ACCESS SHALL BE FLUSH WITH ADJACENT GROUND. 7. DURING CONSTRUCTION, STORMWATER RUNOFF SHALL NOT ENTER THE TREATMENT FACILITY UNLESS APPROVED BY THE ENGINEER. 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. 60% SUBMITTAL REvrION I By I APPD I -ATE W E I LAI PRE-FILTEF CARTRIDGE SEE NOTES PLAN VIEW RIM/FS PATENTED PERIMETER VOID AREA JTLET PIPE SEE NOTES TOP OF VAULT 28.50 FLOW CONTROL PEAK HGL 27.54 RISER IE IN 26.34 IE OUT 6" ii= 4'-0" 6" 5'-0" .;acobs ELEVATION VIEW J. GREEN DRNM H. JOHNSON CHECKED J.ETOLAIN JONAL CHECKED' METRO PROJECT ENGINEER FRAME AND COVER-\ FRAME AND COVER 6" [� 6-4" 7'_4" LEFT END VIEW FRAME AND COVER FRAME AND COVER L I' QII■II�11�1 IF P. ENG King County METRO PNa E00566E18 8E18 �3 RIGHT END VIEW FINISHED GRADE SIN r, +6" 00 �-1 INISHED GRADE 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 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT DRAINAGE DETAILS 5OF8 NOVEMBER 2021 1 DRD.05 tTND: DE 234 XXXX SEA. WI(q r. y = Q pO FRFCSTEhE002�W SSEN R-4214234 I SITE SPECIFIC DATA PROJECT NUMBER 14053 PROJECT NAME I -LINE PROJECTLOCATION RENTOR 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 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 030" 030" N/A WETLANDMEDIA VOLUME (CY) 1.02 ORIFICE SIZE (DIA. INCHES) 4 EA 00.77" NOTES: PRELIMINARY NOT FOR CONSTRUCTION. INSTALLATION NOTES 1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE MANUFACTURERS' SPECIFICATIONS, UNLESS OTHERWISE STATED IN MANUFACTURER'S CONTRACT. 9 2. UNIT MUST BE INSTALLED ON A MINIMUM 6" LEVEL ROCK BASE. y 3. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING PIPES. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE a (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 a 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 g 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 - ADJACENTGROUND. 7. DURING CONSTRUCTION, STORMWATER RUNOFF SHALL NOT ENTER THE TREATMENT FACILITY UNLESS APPROVED BY THE ENGINEER. GENERAL NOTES 81 0 1. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS o OTHERWISE NOTED. 2. ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS AND g CAPACITIES ARE SUBJECT TO CHANGE. FOR PROJECT 8 SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS AND ACCESSORIES PLEASE CONTACT ox MANUFACTURER. ffi E 60% SUBMITTAL e Rrc �Wo RzFNy p No R_vrlov BY APP'B DATE V19ip PRE—FILT CARTRID INLET PIPE SEE NOTES PLAN VIEW PATENTED PERIMETER VOID AREA )UTLET PIPE SEE NOTES FRAME AND COVER FINISHED GRADE FRAME AND COVER 1 6"� 8'-0° -91-091 FRAME AND COVER SIN r LEFT END VIEW FRAME AND COVER INISHED GRADE RIM/FS G L I 30.72 TOP OF VAULT iv IN 29.17 -1 I PEAK HGL — — FLOW CONTROL `") `Y) 2e RISER 8.30 �— I ; IEIN ----- r` 26.97 6"MIN. BASE IE OUT 6" 4'-0916" RIGHT END VIEW 5,_OD .;acobs ELEVATION VIEW J. GREEN DRNM H. JOHNSON CHECKED J.ETOLAIN CHECKED' METRO PROJECT ENGINEER P. ENG King County METRO PHD,EDTND E00558E18 �� 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 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT DRAINAGE DETAILS 6OF8 NOVEMBER 2021 1 DRD.06 rxlseec.1 R-4214235 I DooUSign Envelope ID: 6EECF5B6-602 4E4A-B436-A317AA638878 2tl MAC (RECOMMENDED) �J 12' MIN VENTILATION PIPES AT CORNERS"P.) ( ACCESS COVER COALESCING PLATE RACK I OVER INLET ACCESS COVER OVER OUTLET OLADDER (TTP.1 $XUi OFF VPLVE W /RISER AND VALVE BOX WRET PIPSIR 'MIN) INLET PIPE SRE MIN) SEE NOTE 5 DYP,) SEE NOTE 5 ACCESS DOOR ALLOWING REMOVAL OF HIGH FLOW ON PLATE PACK OR PROVIDE FULL LENGTH BYPASS REMOVABLE COVERS ACROSS ENTIRE CELL PLAN VARIES CAN BE CONSTRUCTED T IN. COVER ON GRADE WRHOUT RISERS) mq ECTEE SEE NOTE S(IYP.) 6-MIN. WATER QUALITY 12'MIN. T AMR SURFACE 1 Xi MAX. 12' 1 T �f� SEENOTE5(lW) SCENE RCEO MIN COALESCING I OIL RETAINING INLETPIFE PLATE RACK BAFFLE(SA INJ 0 RE —r GMVITV DRAIN MIN. 1R'MIN. S'MIN. VOMINIME O'MIM (L2 RECOMMENDED) IV6 RECOMMENDED) INLETWEIR30LIDS RETAININGBAFFLE OR WINDOW WALL L SECTION NOTES: L THIS DETAIL IS A SCHEMATIC REPRESENTATION ONLY. ACTUAL CONFIGURATION WILL VARY DEPENDING ON SPECIFIC SITE CONSTRAINTS AND APPLICABLE DESIGN CRITERIA 2. GRAVITY DRAIN SHALL BE AT LEAST B INCH MINIMUM DIAMETER AND SHALL BE CONTROLLED BY A VALVE. USE OF SHEAR GATE IS ALLOWED ONLY AT THE INLET OF A PIPE LOCATED WITHIN AN APPROVED STRUCTURE. 3. ACCESS TO EACH COMPARTMENT IS REWIRED, ON EACH END. AND EVERY SO FEET MINIMUM. 4. VAULTS PROVIDING MANHOLE ACCESS AT 12 FOOT SPACING NEED NOT PROVIDE CORNER VENTILATION PIPES. VENTILATION PIPES SH L BE CAPPED OR OTHERWISE COVERED. BUT DESIGNED SO THAT MAINTENANCE PERSONNEL CAN REMOVE FOR VENTILATION. 5. WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE CONNECTOR)KOR-N-SEAL BOOT WITH CORRUGATED PIPE ADAPTER OR APPROVED EQUAL) WHEN CONNECTING TO AN EXISTING PIPE. USE A FABRICATED SAND COLLAR OF THE SAME MATERIAL AS THE CONNECTING PIPE. 6. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNIESS OTHERWISE NOTED, SPANNING IS NOTTO SLLLEINR) STD. PLAN - 240.10 PUBLIC WORKS COALESCING PLATE OIL / WATER DEPARTMENT GAZ 9/28/2018 SEPARATOR DATE If ll II Ir F11 iL Ji EI II FOREBI II � AFTERBAY 11 :45 AM OIL WATER SEPARATOR STRUCTURE DETAIL SCALE: 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 o METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL 7 �SSOF g13 9� ,JGREEN P. RAPIDRIDE I LINE NOVEMBER2021 # I ISaco s "= HJOHNSON �King County CHECKED � PRQIECTND: METRO RENTON SEGMENT DRAWING NO'. Q K 90 FRFc51ESLEOOd4'W J.ETULAIN E06566E18 DRAINAGE DETAILS 1DRD.07 ND. RE'dGlGv BY AFRO DATE sy./oNpL BW CHECKED CONTRACTING 7 OF sxFEixO: of METRO PROJECT ENGINEER C;DD0C0XX 236 XXXX R-4214236 1 20' MIN CLEARANCE TO ANY PORTION OF THE RISER PIPE OR RESTRICTOR ELBOW RESTRICTOR ELBOW SEE DETAIL THIS SHEET 31GNIII aGULei .IM 1 STD. GALV. STL. STEPS & LADDER REFER TO TABLE FOR RISER DIAMETER RESTRICTOR ORIFICE 2 EL = SEE TABLE 0= SEE TABLE PIPE SUPPORT (2 MIN): 3"X0.090"ALUMINUM / Wla STAINLESS BOLTS J OUTLET PIPE, SEE TABLE � 1' MIN. SIZED TO FIT OUTER DIAMETER OF RISER 4-9"Xi "X12 GA. GALV. STRIPS TACK WELD TO • WIRE WESH z • • 0.5"1.YI GA. GALV. g WIRE MESH N 8" MIN BETWEEN PIPE TACK WELD WIRE MESH TO PENETRATIONS BOTTOM PLACE (TYPICAL ALL PIPES) SOLID 12 GA. GALV. BOTTOM PLATE FLOW CONTROL SCREEN FRAME AND SOLID COVER MARKED "DRAIN" WITH LOCKING BOLTS PER CITY OF RENTON STD. PLANS 204.40 AND 240.50 INLET PIPE, SEE TABLE REMOVALBLE WATER TIGHT COUPLING METAL PIPE 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" 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 f SAND COLLAR OR Z KOR-N-SEAL BOOT m N Z $HER G TYPE F SHEAR GATE PLATE WITH ORIFICE 2 AS µirlffj Z SPECIFIED, BOLTED TO RESTRICTOR ORIFICE 1 41t4 FLANGE OR DRILLED CAP 3 EL = SEE TABLE B" O=SEE TABLE N �. MAX. Is.PLATE BOLTED TO FLANGE BOTTOM OF STRUCTURE, SEE TABLE OR DRILLED CAP F FLOW CONTROL SCREEN ELEVATION VIEW 0 4 % a a W g DETAIL ll1 SCALE: 1" = 20' 7C7.10 .50 xfr E ROKED �w 60% SUBMITTAL 7 J.GREDESIGNEN P.ENG °og Jacobs Ail J. 'GREEN P. ENG �4,5 of WA3 9�j�, DRNNN: King County y i J'0 i H. CHECKED N q f\:y,� J. RTKEo PRaEBEN8 METRO o� A 9 Kssn O �Wp x u oFRFcrsTERE 02 J.ETNLAIN E00588E18 WW N SS�ONpL EH CHECKED ' COMFACTNO'. p No. RE'dGGv BY FPF'B B:TE METRO PROJECT ENGINEER CXX%%%%%X METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT DRAINAGE DETAILS 8OF8 NOVEMBER 2021 1 DRD.08 £TNO: C 237 XXXX R-4214237 a V No STANDARD ESC PLAN NOTES 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT S. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS 17. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF M OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY SHALL BE DISPOSED OF PROPERLY. CATCH BASINS AND CONVEYANCE LINES SHALL BE REFERRED TO AS THE CITY, THE APPLICANT, AND THE 9, THE ESC BMPS DEPICTED ON THIS DRAWING ARE CLEANED PRIOR TO PAVING. THE CLEANING APPLICANTS CONTRACTOR. INTENDED TO BE MINIMUM REQUIREMENTS TO MEET OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INT(1 THE nC1WNCTRFGM CYCTFM 2. THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION WASHINGTON STATE DEPARTMENT OF ECOLOGY PROGRESSES AND UNEXPECTED OR SEASONAL (ECOLOGY) CONSTRUCTION STORMWATER GENERAL CONDITIONS DICTATE, THE APPLICANT SHALL PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE ANTICIPATE THAT MORE ESC BMPS WILL BE APPLICANT SHALL PROVIDE THE CITY'S COPIES OF ALL NECESSARY TO ENSURE COMPLETE SILTATION MONITORING REPORTS PROVIDED TO ECOLOGY CONTROL ON THE PROPOSED SITE. DURING THE ASSOCIATED WITH THE CONSTRUCTION STORMWATER COURSE OF CONSTRUCTION, IT SHALL BE THE GENERAL PERMIT. OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE 3. THE ESC PLAN SET SHALL INCLUDE AN ESC CREATED BY THE ACTIVITIES AND TO PROVIDE CONSTRUCTION SEQUENCE DETAILING THE ORDERED ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM STEPS THAT SHALL BE FOLLOWED FROM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT CONSTRUCTION COMMENCEMENT TO POST -PROJECT ADJACENT PROPERTIES AND WATER QUALITY OF THE CLEANUP IN ORDER TO FULFILL PROJECT ESC RECEIVING DRAINAGE SYSTEM. REQUIREMENTS. 4. THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE 10. APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES AREAS AND THEIR BUFFERS, AND AREAS OF NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE VEGETATION PRESERVATION AND TREE RETENTION AS DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY CHANNELS, OR STORMWATER FACILITIES. DELINEATED BY FENCING AND PROTECTED IN THE 11. ANY DEWATERING SYSTEM NECESSARY FOR THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY CONSTRUCTION OF STORMWATER FACILITIES SHALL BE OF RENTON SURFACE WATER DESIGN MANUAL SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. (RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, 12. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY NO DISTURBANCE BEYOND THE CLEARING LIMITS EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE TWO DAYS DURING THE WET SEASON (OCTOBER 1ST MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE THE DURATION OF CONSTRUCTION. DRY SEASON (MAY 1ST THROUGH SEPTEMBER 30TH) 5. STABILIZED CONSTRUCTION ENTRANCES SHALL BE SHALL BE IMMEDIATELY STABILIZED WITH THE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND APPROVED ESC COVER METHODS (E.G., SEEDING, MAINTAINED FOR THE DURATION OF THE PROJECT. MULCHING, PLASTIC COVERING, ETC.) IN ADDITIONAL MEASURES, SUCH AS CONSTRUCTED CONFORMANCE WITH APPENDIX D OF THE RENTON WHEEL WASH SYSTEMS OR WASH PADS, MAY BE SWDM. REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE 13. WET SEASON ESC REQUIREMENTS APPLY TO ALL KEPT CLEAN AND TRACK- OUTTO ROAD RIGHT OF WAY CONSTRUCTION SITES BETWEEN OCTOBER IST AND DOES NOT OCCUR FOR THE DURATION OF THE APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC CITY. ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET 14. ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT WEATHER, AS NECESSARY TO PREVENT SEDIMENT REQUIRING IMMEDIATE ATTENTION, SHALL BE FROM ENTERING WATERS OF THE STATE. ADDRESSED WITHIN SEVEN (7) DAYS. 6. WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF- SITE OR IN DESIGNATED CONCRETE 15. THE ESC BMPS ON INACTIVE SITES SHALL BE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE INSPECTED AND MAINTAINED AT A MINIMUM OR ONCE TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR MONTH OR WITHIN 24 HOURS FOLLOWING A STORM OPEN DITCHES. ON -SITE DUMPING OR EXCESS EVENT. INSPECTION AND MAINTENANCE SHALL OCCUR CONCRETE SHALL ONLY OCCUR IN DESIGNATED MORE FREQUENTLY AS REQUIRED BY THE CITY. CONCRETE WASHOUT AREAS. 16. BEFORE COMMENCEMENT OF ANY CONSTRUCTION 7. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED ACTIVITY, CATCH BASIN INSERTS PER THE CITY AND IN OPERATION PRIOR TO LAND CLEARING AND/OR STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL CONSTRUCTION TO PREVENT TRANSPORTATION OF STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS FEET OF A DISTURBED OR CONSTRUCTION AREA, AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS BASIN INSERTS SHALL BE PERIODICALLY INSPECTED COMPLETE AND POTENTIAL FOR ON -SITE EROSION AND REPLACED AS NECESSARY TO ENSURE FULLY HAS PASSED. ALL ESC BMPS SHALL BE REMOVED FUNCTIONING CONDITION. 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. 60% SUBMITTAL Jacobs REVEIov 6v 14PPD I -ATE 18, ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 19. AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON -SITE BMPS (AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION. 20. PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW. 21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT- LADEN WATER FROM LEAVING PROJECT SITE, ALL ESC BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON- SITE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1 ST. 22. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS OF WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHTS OF WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. SEI. WI((/ XXX P. ENG _ - King County y CHECKED PNG,EGE18 METRO Q pO FSS ONALa Oa�� CHECKED C�ONNUCTNO'. 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METRO PROJECT ENGINEER CXX%RRRRX ol 20• ao• SCALE IN FEET METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT TESC PLAN GRA 24+00 TO TAL-B 14+00 NOVEMBER 2021 1 EC1.08 iTN 7C£ 247 XXXX R-4214247 N —anp — d n �dH0 �dH0��dH NOTES 1. SEE SHEET 1C4.00 FOR GENERAL SITE PREPARATION NOTES. 2. SITE PREPARATION SHOWN FOR REFERENCE PURPOSES ONLY. SEE SITE PREPARATION PLAN SHEETS FOR LIMITS OF WORK. TESC NOTES OINSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH BASINS PER CITY OF RENTON STD PLAN 216.30 0INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN 214.00 OINSTALL TEMPORARY SEDIMENT BERM GINSTALL COMPOST SOCK PER WSDOT STD PLAN 1-30.40-02 SITE PREP AND TESC LEGEND REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK ;) + + + + CLEARING AND GRUBBING it H d/ - - REMOVAL ITEM Li Li RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY (PROPOSED) 1 1 I — . • — TEMPORARY CONSTRUCTION EASEMENT ❑ INLET PROTECTION - EXISTING CB ■ INLET PROTECTION - PROPOSED CB HIGH VISIBILITY SILT FENCE - TEMPORARY SEDIMENT BERM COMPOSTSOCK 0, 20' 40' SCALE IN FEET o METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL 7 SE .w¢, X P. RAPIDRIDE I LINE NOVEMBER2021 .Jacobs. WAyy9y� m w King County y CHECKED vawEcTxo: RENTON SEGMENT DRAWING NO 9°FSFOrsT���?�"�¢ XXX E06566E18 METROTESC PLAN 1EC1.09 No. REvrioN Ev nPvo SATE CHECKED CSTNO TAL-B 14+00 TO TAL-B 18+50 7NEETNO OF METRO PROJECT ENGINEER lcXX%RRRRX 248 XXXX R-4214248 ri rn a _ 1 � Os \ -- - ayo \ o W lHttd p` O � a W Ld co Ld Ld (n cc 19+00 O LO 00 _j H Ld Z J 2 as as 1� CHO ply O d 0 V SD �O as as dHO eHo 55 55 ss L V \\ 20+00 21+00 00 S 23+a p (TAL- - E) o _ MOW - a m 0 0 - zdHO 3 QdH0 dH0 dHOV� dH0 HO dW� dH HO dH0 dH0 dH0 dHO dH d d10 dH OS as a5 as as a� a5 OS 10 dHO HO dH0 dH0 dtf HH dd�0—�(�R HO ,yHU dH00 I H0 IO dH0 dH0 dHn ,gun CHO� dH0 99``'' p °ptm "`lam H U N TU ❑ \ 1 TEMPORARY - d G DRAIN PIPE 1 h \ U d dH0%dHTO \ 0 d410 dH dHt'}H0 d e H- rc 3 TEMPORARY $ as CS TREATMENT SYSTEMS as g 1F�o y�-jLLI 8 TEMPORARYi 0 STORAGE TANKSDISCHARGE Q 1 � ':: �d IddtHig.b®rMOi1RING POINT =' \ •,,.,� .1 N - a1\A= �I z LO F_ Z LLB Of On NOTES 1. SEE SHEET 1C4.00 FOR GENERAL SITE PREPARATION NOTES. 2. SITE PREPARATION SHOWN FOR REFERENCE PURPOSES ONLY. SEE SITE PREPARATION PLAN SHEETS FOR LIMITS OF WORK. TESC NOTES OINSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH BASINS PER CITY OF RENTON STD PLAN 216.30 0INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN 214.00 OINSTALL TEMPORARY SEDIMENT BERM GINSTALL COMPOST SOCK PER WSDOT STD PLAN 1-30.40-02 SITE PREP AND TESC LEGEND REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING ' // d/'// - 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 COMPOSTSOCK 0' 20' 40' SCALE IN FEET o "" METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL 7 SE .w¢, X P.ENG RAPIDRIDE I LINE NOVEMBER2021 aco '�S OF WA3y9,� m w King County y CHECKED vawEcTxo: RENTON SEGMENT DRAWING NO 9°FSFOrsi���?�"�¢ XXX E06566E18 METROTESC PLAN 1EC1.10 No. REnscN Ev aPPG GnTE CHECKED CSTNO TAL-B 18+50 TO TAL-B 23+50 7NEETNO OF METRO PROJECT ENGINEER lcXX%RRRRX 249 XXXX R-4214249 ri x 0 w k � o x ww� �0 w 1e0 zR �OLLa NOTES 1. SEE SHEET 1C4.00 FOR GENERAL SITE PREPARATION NOTES. 2. SITE PREPARATION SHOWN FOR REFERENCE PURPOSES ONLY. SEE SITE PREPARATION PLAN SHEETS FOR LIMITS OF WORK. TESC NOTES OINSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH BASINS PER CITY OF RENTON STD PLAN 216.30 0INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN 214.00 OINSTALL TEMPORARY SEDIMENT BERM GINSTALL COMPOST SOCK PER WSDOT STD PLAN 1-30.40-02 SITE PREP AND TESC LEGEND REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING H d/ - - 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 COMPOSTSOCK of 20' 4V SCALE IN FEET o METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL 7 SE .w¢, P. RAPIDRIDE I LINE NOVEMBER2021 Jacobs WAyy9y� CRAM King County y CHECKED vawEcTxo: RENTON SEGMENT DRAWING NO 9°FSFOrsTEk��?�"�¢ XXX E06566E18 METROTESC PLAN 1EC1.11 No. REvrioN Ev nPvo SATE CHECKED CSTNO TAL-B 33+00 TO TAL-B 38+00 7NEETNO OF METRO PROJECT ENGINEER lcXX%RRRRX 250 XXXX R-4214250 i ri NOTES 1. SEE SHEET 1C4.00 FOR GENERAL SITE PREPARATION NOTES. 2. SITE PREPARATION SHOWN FOR REFERENCE PURPOSES ONLY. SEE SITE PREPARATION PLAN SHEETS FOR LIMITS OF WORK. TESC NOTES 0 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH BASINS PER CITY OF RENTON STD PLAN 216.30 0INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN 214.00 OINSTALL TEMPORARY SEDIMENT BERM GINSTALL COMPOST SOCK PER WSDOT STD PLAN 1-30.40-02 SITE PREP AND TESC LEGEND 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 In HIGH VISIBILITY SILT FENCE - TEMPORARY SEDIMENT BERM COMPOSTSOCK Bl 20' 40' SCALE IN FEET DESicNED. PSRRONED: DATE: o METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL 7 SE .w¢, w P.ENG RAPIDRIDE I LINE NOVEMBER2021 Jacobs '�S O4 WA3y9 DR x King County y DREDNED: RRwEDTxD: METRO RENTON SEGMENT DRnwiNDN°. Q pOFsecrsr���aE`� XXX E00588E18 TESL PLAN 1EC1.12 No. REvrioN Ev nPDo SATE CHECKED D°"°"`TN°' TAL-21 24+00 TO TAL-21 29+00 DHEETNO OF METRO PROJECT ENGINEER CXX%%%%%X 251 XXXX R-4214251 ri 60% SUBMITTAL No. I RZVFI'A / mJy Q�W N /o BY I APP'D I -ATE .;acobs w P. ENG DRAWN: _ - EM566Ew King County y CHECKEDND METRO Q p�FRFcrsTER��?�� XXX E00558E18 SS�ONpL WW CHECKED: CCMFACTNO'. METRO PROJECT ENGINEER NOTES 1. SEE SHEET 1C4.00 FOR GENERAL SITE PREPARATION NOTES. 2. SITE PREPARATION SHOWN FOR REFERENCE PURPOSES ONLY. SEE SITE PREPARATION PLAN SHEETS FOR LIMITS OF WORK. TESC NOTES OINSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH BASINS PER CITY OF RENTON STD PLAN 216.30 0INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN 214.00 OINSTALL TEMPORARY SEDIMENT BERM GINSTALL COMPOST SOCK PER WSDOT STD PLAN 1-30.40-02 SITE PREP AND TESC LEGEND REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING H d/ - - 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 COMPOSTSOCK 0' 20' 49 SCALE IN FEET METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT TESC PLAN TAL-21 54+00 TO TAL-B 59+00 NOVEMBER 2021 1EC1.13 iTNO: C£ 252 XXXX R-4214252 ri x 0 w k � a e x ww� �0 w 1e0 zR �OLLa NOTES 1. SEE SHEET 1C4.00 FOR GENERAL SITE PREPARATION NOTES. 2. SITE PREPARATION SHOWN FOR REFERENCE PURPOSES ONLY. SEE SITE PREPARATION PLAN SHEETS FOR LIMITS OF WORK. TESC NOTES OINSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH BASINS PER CITY OF RENTON STD PLAN 216.30 0INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN 214.00 OINSTALL TEMPORARY SEDIMENT BERM GINSTALL COMPOST SOCK PER WSDOT STD PLAN 1-30.40-02 SITE PREP AND TESC LEGEND 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 COMPOSTSOCK 0' 20' 40' SCALE IN FEET o METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL 7 SE .w¢, X P. RAPIDRIDE I LINE NOVEMBER2021 Jacobs WAyy9y� CRAM King County y CHECKED : vawEcTxo: RENTON SEGMENT DRAWING NO 9°FSFOrsTEk��?�"�¢ XXX E06566E18 METROTESC PLAN 1EC1.14 No. REvrioN Ev nPvo SATE CHECKED CSTNO TAL-21 71+00 TO TAL-21 76+00 7NEETNO OF METRO PROJECT ENGINEER lcXX%RRRRX 253 XXXX R-4214253 ri 0 z 0 4 A as as as as � Ss 55 ss SS ss i 0 NOTES 1. SEE SHEET 1C4.00 FOR GENERAL SITE PREPARATION NOTES. 2. SITE PREPARATION SHOWN FOR REFERENCE PURPOSES ONLY. SEE SITE PREPARATION PLAN SHEETS FOR LIMITS OF WORK. TESC NOTES I O INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH \ BASINS PER CITY OF RENTON STD PLAN 216.30 \ O2 INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN as —{� 214.00 I \ O INSTALL TEMPORARY SEDIMENT BERM N \ \ G INSTALL COMPOST SOCK PER WSDOT STD PLAN 1-30.40-02 I r y SITE PREP AND TESC LEGEND �50 o REMOVE ASPHALT PAVEMENT o \ olom REMOVE CEMENT CONCRETE PAVEMENT ✓y o REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING ml0 3 � r o,ms o ° s REMOVAL ITEM ---- RIGHT-OF-WAY(EXISTING) rc 1 1 1 1 1 yW 1 1 RIGHT-OF-WAY(PROPOSED) 0 88+00 {� /J_ + - e y0+00 �1+00 _ _ TEMPORARY CONSTRUCTION EASEMENT 1 r° 0 1 ❑ INLET PROTECTION - EXISTING CB ■ INLET PROTECTION -PROPOSED CB SS SS SS 9cSS •a•: : ^.' • HIGH VISIBILITY SILT FENCE :; •'•';: •: •.. •; •, ��', • '. d ............... 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TESC NOTES OINSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH BASINS PER CITY OF RENTON STD PLAN 216.30 0 INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN 214.00 OINSTALL TEMPORARY SEDIMENT BERM (D INSTALL COMPOST SOCK PER WSDOT STD PLAN 1-30.40-02 SITE PREP AND TESC LEGEND 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 COMPOSTSOCK xl�z 40' SCALE IN FEET o METRO TRANSIT CAPITAL DIVISION 60 /a SUBMITTAL SE .w¢, X P.ENG RAPIDRIDE I LINE NOVEMBER2021 Jacobs.'�S O4 WA3y9 CRAM km King County yA z �i CHECKED : FNQIECTIq: METRO RENTON SEGMENT DRAWING NO 9oFSFOrsTEk��?K"�¢ XXX E06566E18 K TESC PLAN 1EC1.16 F�ONAL E CHECKED: CCMFACTNO'. 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TESC NOTES OINSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH BASINS PER CITY OF RENTON STD PLAN 216.30 0INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN 214.00 OINSTALL TEMPORARY SEDIMENT BERM GINSTALL COMPOST SOCK PER WSDOT STD PLAN 1-30.40-02 SITE PREP AND TESC LEGEND O REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT 00 / - / REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING U LLI REMOVAL ITEM F— LLJ W RIGHT-OF-WAY (EXISTING) RIGHT-OF-WAY(PROPOSED) W L1 TEMPORARY CONSTRUCTION EASEMENT z°e ( ❑ INLET PROTECTION - EXISTING CB O LO ■ INLET PROTECTION - PROPOSED CB _ s ^ HIGH VISIBILITY SILT FENCE ce Q ...... TEMPORARY SEDIMENT BERM U LEJ COMPOST SOCK Z J U IL- ' 20' 49 SCALE IN FEET METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT TESC PLAN CAR 42+50 TO CAR 47+50 NOVEMBER 2021 1EC1.17 256 XXXX R-4214256 ri 60%TO BE SUBMITTED AT A LATER DATE NOTES 1. SEE SHEET 1C4.00 FOR GENERAL SITE PREPARATION NOTES. 2. SITE PREPARATION SHOWN FOR REFERENCE PURPOSES ONLY. SEE SITE PREPARATION PLAN SHEETS FOR LIMITS OF WORK. TESC NOTES OINSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH BASINS PER CITY OF RENTON STD PLAN 216.30 0INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN 214.00 OINSTALL TEMPORARY SEDIMENT BERM GINSTALL COMPOST SOCK PER WSDOT STD PLAN 1-30.40-02 SITE PREP AND TESC LEGEND REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT YlGG:CLCJ REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING J REMOVAL ITEM J RIGHT-OF-WAY (EXISTING) 1 I RIGHT-OF-WAY(PROPOSED) TEMPORARY CONSTRUCTION EASEMENT ❑ INLET PROTECTION - EXISTING CB ■ INLET PROTECTION - PROPOSED CB HIGH VISIBILITY SILT FENCE TEMPORARY SEDIMENT BERM COMPOSTSOCK )V 0' 20' 40' SCALE IN FEET o METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL 7 SE .w¢, X P. RAPIDRIDE I LINE NOVEMBER2021 ,.Jacobs. 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RAPIDRIDE I LINE NOVEMBER2021 Jacobs WAyy9y� CRAM King County y CHECKED: vNwECTxo: METRO RENTON SEGMENT DRAWING NO pOFSecrsrEa��a"�r XXX E06566E18 K TESC PLAN 1EC1.19 B�ONAL E CHECKED CCMFACTNO'. 6NEETNO C£ No REvrioN Ev nPvo SATE CAR 52+50 TO 108TH 4+00 METRO PROJECT ENGINEER lcXX%RRRRX 256 XXXX R-4214258 q 1f R R ■i w T n ii t C) Q os S 100\-lx, Ra 60%TO BE SUBMITTED AT A LATER DATE 0 00 �SD 0 0o 7 108TH AVE SE (SR 515) dy +00 7+00 - _ 8+00 + — —I vaaee"LINE� o u NOTES 1. SEE SHEET 1C4.00 FOR GENERAL SITE PREPARATION NOTES. 2. SITE PREPARATION SHOWN FOR REFERENCE PURPOSES ONLY. SEE SITE PREPARATION PLAN SHEETS FOR LIMITS OF WORK. TESC NOTES OINSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH BASINS PER CITY OF RENTON STD PLAN 216.30 0INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN 214.00 OINSTALL TEMPORARY SEDIMENT BERM GINSTALL COMPOST SOCK PER WSDOT STD PLAN 1-30.40-02 SITE PREP AND TESC LEGEND REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT 0 9 �'+= o / - / REMOVE CEMENT CONCRETE SIDEWALK mOM 50 5D — CLEARING AND GRUBBING // // // // - REMOVAL ITEM ---- RIGHT-OF-WAY(EXISTING) RIGHT-OF-WAY (PROPOSED) 9+00 - — . • — TEMPORARY CONSTRUCTION EASEMENT ❑ INLET PROTECTION - EXISTING CB ■ INLET PROTECTION - PROPOSED CB HIGH VISIBILITY SILT FENCE - ...... TEMPORARY SEDIMENT BERM �I q� I� N 0 I COMPOSTSOCK I 0' 20' 40' SCALE IN FEET o METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL 7 SE .w¢, X P. RAPIDRIDE I LINE NOVEMBER2021 Saco '�SOFWAyy9y� m wKingCounty y ="E="Eo: ="wEcTx°: METRO RENTON SEGMENT DRAWING NO 9°FSFOrsi���?�� XXX E06566E18 TESC PLAN 1EC1.20 No. REvrioN BY nPvD -ATE CHECKED `°"°"`T"° 108TH 4+00 TO 108TH 9+00 7NEETNO OF METRO PROJECT ENGINEER CXX%RRRRX 259 XXXX R-4214259 DER 0 02 4 7 s' o o a o —�— as x ] SD A 9w 11010-.011m N • I in, ill%mal as as as O 0 14+00 O O O O O a o x z O O 0 z _ zz' -dH0 _ _ dHl'I�--I `I- 1 60%TO BE SUBMITTED AT A LATER DATE 515) 16+00 - I - 0 dH0 HO dH0 dH0 dH0 dH0 dH0 dH0 dH0 dHO — I I I I o cn n 00 / 00 ° I co SD as as 0 a CO 9RES 60% SUBMITTAL gagJacobs CRAM PENG l� OF 3y91/�, y = King County o D EM566E11D METRO 9 Kssn Wp oFRFoSTEp��?"' XXX E00558E18 WW SF�ONpL EH CHECKED: CCNTRNGTNO'. p ND. RE'dGGv BY FPF'B B:TE METRO PROJECT ENGINEER NOTES 1. SEE SHEET 1C4.00 FOR GENERAL SITE PREPARATION NOTES. 2. SITE PREPARATION SHOWN FOR REFERENCE PURPOSES ONLY. SEE SITE PREPARATION PLAN SHEETS FOR LIMITS OF WORK. TESC NOTES OINSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH BASINS PER CITY OF RENTON STD PLAN 216.30 0INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN 214.00 OINSTALL TEMPORARY SEDIMENT BERM GINSTALL COMPOST SOCK PER WSDOT STD PLAN 1-30.40-02 SITE PREP AND TESC LEGEND REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING H d/ - - 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 COMPOSTSOCK 0' 20' 40' SCALE IN FEET METRO TRANSIT CAPITAL DIVISION DATE: RAPIDRIDE I LINE NOVEMBER2021 RENTON SEGMENT DRAWING NO TESC PLAN 1EC1.21 108TH 13+00 TO 108TH 18+00 sNEETND' O 260 XXXX R-4214260 q 0 9 U I // NOTES 1. SEE SHEET 1C4.00 FOR GENERAL SITE PREPARATION NOTES. 2. SITE PREPARATION SHOWN FOR REFERENCE PURPOSES ONLY. SEE SITE PREPARATION PLAN SHEETS FOR LIMITS OF WORK. TESC NOTES OINSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH BASINS PER CITY OF RENTON STD PLAN 216.30 0INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN 214.00 OINSTALL TEMPORARY SEDIMENT BERM GINSTALL COMPOST SOCK PER WSDOT STD PLAN 1-30.40-02 SITE PREP AND TESC LEGEND REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING H d/ - - 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 COMPOSTSOCK 0' 20' 40' SCALE IN FEET o METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL 7 SE .w¢, X P. RAPIDRIDE I LINE NOVEMBER2021 aco WAyy9y� m w King County y cxEcne¢ vawEcTxo: METRO RENTON SEGMENT DRAWING NO Q 9°FSFOrsT���?�� XXX E06566E18 TESC PLAN 1EC1.22 No. REvrioN BY nPvD -ATE CHECKED CSTNO 108TH 28+00 TO 108TH 33+00 7NEETNO OF METRO PROJECT ENGINEER CXX%%%%%X 261 XXXX R-4214261 q � 0 3 ' a o � U 5" w� w 0 z 1 H os 00 off \ m j - 0 0 �0 3 Z \ a d v P CN o a de o GdsNdsv SSVtlO .. ........ ........ .... a d 1 1 O MM 52+00 — — + + 55+0j (108TH-LINE) 0 0 o c lIVN ONVH MO Tltld GwH 1 — dH _ _ _ _ _ Atl3NJ dd0 OKNP 0 dl I I x \ mJ 39 z_ L M M MGM = SEEVOLUME2 0`—\}\—i o FOR CITY OF KENT IMPROVEMENT c 0 0 0 d d d d a� Ma I WJL8 !Rowz 0 3 �o I II II I �RES 60% SUBMITTAL Jacobs ss� w PENG �4, of sy9�is DRAM � y = King County =0 0 PNWE6ENo METRO 9 ssn Wp d x N oFRFo51Ep��?"' CHECKED CONMNE18 WW SF�ONpL EH CNECKEO' CCMFACTNO'. p No. RE'dGGv BY FPF'B B:TE METRO PROJECT ENGINEER CXX%%%%%X L NOTES 1. SEE SHEET 1C4.00 FOR GENERAL SITE PREPARATION NOTES. 2. SITE PREPARATION SHOWN FOR REFERENCE PURPOSES ONLY. SEE SITE PREPARATION PLAN SHEETS FOR LIMITS OF WORK. TESC NOTES OINSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH BASINS PER CITY OF RENTON STD PLAN 216.30 0INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN 214.00 OINSTALL TEMPORARY SEDIMENT BERM OINSTALL COMPOST SOCK PER WSDOT STD PLAN 1-30.40-02 SITE PREP AND TESC LEGEND REMOVE ASPHALT PAVEMENT REMOVE CEMENT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING //'//J/- REMOVAL ITEM _ ---- RIGHT-OF-WAY(EXISTING) RIGHT-OF-WAY(PROPOSED) M TEMPORARY CONSTRUCTION EASEMENT ❑ INLET PROTECTION - EXISTING CB 57+00 + ■ INLET PROTECTION - PROPOSED CB HIGH VISIBILITY SILT FENCE .............. TEMPORARY SEDIMENT BERM COMPOSTSOCK 0' 20' 40' SCALE IN FEET METRO TRANSIT CAPITAL DIVISION DATE_ RAPIDRIDE I LINE NOVEMBER2021 RENTON SEGMENT DRAWING NO'. TESC PLAN 1EC1.23 108TH 52+00 TO 108TH 57+00 sHEETNO OF 262 XXXX R-4214262 N I N ^I CL T N 1 N am Ir 8 91 GENERAL UTILITY NOTES 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 ENGINEERS 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 HAVE 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. B. 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 AUTHORITIESINSPECTORS 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 I8"VERTICAL (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE). ALL OTHER UTILITIES SHALL HAVE A MINIMUM FIVE-FOOT (6) 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. SANITARY SEWER 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 CONSTRUCTIONANSTALLATION OF SANITARY SEWER MAINS SHALL BE DONE IN A SAFEAEAT 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 SDR35ASTM 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 PROPERLY 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 PRESSUREIVACUUM 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. WATER NOTES 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 CONSTRUCTIONANSTALLATION 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 18ANCH MINIMUM SEPARATION IS REQUIRED ON SERVICE TAPS ON AMAIN LINE. 5. CLASS 52 DUCTILE IRON MAY BE DIRECT TAPPED FOR 314 INCH AND I -INCH SIZE SERVICES. SADDLES SHALL BE USED ON ALL TAPS 1-114"-2" DIAMETER IN ANY PUBLIC MAIN. 6. ALL ELBOWSIBENDS ON WATER MAINS SHALL HAVE THRUST BLOCKS. 7. ADEPTH OF 36" FROM 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. 60% SUBMITTAL ' .0acobs ACOB aMG King County METRO METRO TRANSIT CAPITAL DIVISION RAPIDRIDE 1 LINE RENTON SEGMENT UTILITY GENERAL NOTES mNOVEMBER 2021 DRAM oB CHECKED: JACOB6ffile BS PROJECLNY ED DMMNGNO : 1UT.00 No. RE, SION BY APPpD DATE CHECKED: METROPROJECTENGINEER COWRACTND. Cp MKX SHEErND: Or 263 XXXX W-421401 S-421401 R-4214263 a a ►iw T aim 0 iI 1735I' C C �I I IqY III I I�� I I ����I�Nsl7 ►__. •- al 1 _ .__.�� II I 1 Li �: 1�■- e�l1l� sus '� �:`. I■ 11 ■ 11 l r I i/ill �.. 3 _ -"0 two �I -N o3z nM ° 0 minn wa 10 3 # 0 I EC I � ° Z Io Y 0 a 0 MMm�w�CIL 3w 0 DI „isim mimes o Z "� n� Q an of w€'on$ =wo 0 �n T W e P dZ; — SD —� SID iT SD SD 1 ® Hesr rca N�� u 3 r� rmr ¢m - m __ ROWePPma" 0o a SNN �.W nN I ®I 50 :Gs uiino �N�3^o Nyl U-1 m v Z_ _ �O J I I CN Z N my V I � pwi n« MATCH LINE 2ND 11 +00 - SEE SHEET 1 UT.02 LOGAN AVE S + 14+00 (LOG -LINE) / # # pAllG GENERAL NOTES 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. UTILITY NOTES OREMOVE EXISTING HYDRANT OR STAND PIPE O2 REMOVE EXISTING METER OADJUST EXISTING VAULT O4 INSTALL WATER METER OINSTALL HYDRANT ASSEMBLY OADJUST EXISTING METER OADJUST EXISTING VALVE BOX 20 ADJUST EXISTING HANDHOLE OR MANHOLE (D REMOVE EXISTING VAULT OREMOVE UTILITY POLE (BY PSE) 23 RELOCATE UTILITY POLE (BY PSE) 24 RELOCATE EXISTING VAULT 25 RELOCATE EXISTING JUNCTION BOX OR SERVICE CABINET D 26 RELOCATE HANDHOLE OR MANHOLE 27 UNDERGROUND ELECTRICAL SERVICE (BY PSE) 28 UNDERGROUND TELECOM SERVICE OUNDERGROUND GAS SERVICE OINSTALL 463-LA SERVICE VAULT 40 ADJUST GAS VALVE (BY PSE) OPROTECT EXISTING FEATURE IN PLACE LEGEND ES EXISTING WATER METER O EXISTING WATER METER — W — EXISTING WATER LINE — 5 — EXISTING SEWER LINE —G— EXISTING GAS LINE i2 EXISTING FIRE HYDRANT m EXISTING GATE VALVE ®MWEL MONITORING WELL N GATE VALVE R FIRE HYDRANT ■ WATER METER THRUSTBLOCK • RECOMMENDED POTHOLE LOCATION RECOMMENDED POTHOLE �7 1� 7 2TELECOM 0' 20' 40' 3WATER LINE 40AS SERVICE 5STORM DRAIN 6SANITARY SEWER LINE SCALE:1"=40' 60% SUBMITTAL ' Jacobs W FENG kg King County METRO METRO TRANSIT CAPITAL DIVISION RAPIDRIDE 1 LINE RENTON SEGMENT UTILITY PLAN 2ND 11+00 TO LOG 14+50 mNOVEMBER 2021 D xm CHECKED PRwE NY E00e 18 DRAWINGM 1UT.01 No. REE, sloe BY APPPD DATE CHECKED: METROPRNECTENGINEER COIRPACTHo. CXKK =K EHEE N(l Of 264 XXXX W-421402 S-421402 R-4214264 T N I N 1 —s s LJ LLl 16' N R- — — — recP LIC LLI LLl s s— (n SD SD I S 00 00 — 6• O 0 Z N SD SD 6' 2028 LLJ w w w — Z JSDCS — ca L CHANNELED T2 RIM=CTURE ' CHANNELED STRUCTURE F 6bl 1 PPE( = 'BCP IE(EJ-290' 2'ACP IE(W)=28.912"RCP SUMP=28.9' IZ i GENERAL NOTES 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. UTILITY NOTES OREMOVE EXISTING HYDRANT OR STAND PIPE OREMOVE EXISTING METER OADJUST EXISTING VAULT OINSTALL WATER METER OINSTALL HYDRANT ASSEMBLY OADJUST EXISTING METER OADJUST EXISTING VALVE BOX 20 ADJUST EXISTING HANDHOLE OR MANHOLE (D REMOVE EXISTING VAULT O REMOVE UTILITY POLE (BY PSE) I � H- 23 RELOCATE UTILITY POLE (BY PSE) ASPH SURD T2 RIM=33.48' IE(w 1— 18-RCP 24 RELOCATE EXISTING VAULT ROW IE(E)-D.0' 18"RCP s an RIM=32 ]s' corvc I0I8" I 25 RELOCATE EXISTING JUNCTION BOX OR SERVICE CABINET S -31 5 6 RCP TO OF SED- 1, GRASS L1-I — _ — — — — S— 26 RELOCATE HANDHOLE OR MANHOLE — — — — — — — — — — — SOMH T2 CHANry 27 UNDERGROUND ELECTRICAL SERVICE (BY PSE) IE LIJ —ED Sp DUE) LLJ 26 UNDERGROUND TELECOM SERVICE SLR—g SD SSD 5 SD S SD Sp SDS S E(SN N s ss SS SS s s s —5 I O UNDERGROUND GAS SERVICE G TOP F M N ENT CASE r'_ S S 2ND S S S s s S O O INSTALL 463-LA SERVICE VAULT 0 36 0+ TRASH BIN ( 11 + 40 ADJUST GAS VALVE (BY PSE) + liENE-29I (2ND-LINE) — O 2027 �GRAS 02 GRASS O 36 2002 _ d DO NOT ENTER OPROTECT EXISTING FEATURE IN PLACE p 0 50 � s ASP ° N w - w Lu LEGEND Z ® EXISTING WATER METER 0 EXISTING WATER METER - — — sDwu2. RW� _cl, ° — _ — — — — — —w— EXISTING WATERLINE � - SSMlu2.611L=1I0i _ IE(S)=29.5' 8"RCP E(S)=29S' 6"PVC T IE(W)=29.5' 12'RCP 50 IE(NW)-29.T SPVC —r —G EXISTING SAS LINEER ROW SOCD TI RIM=3z sz' I —G— EXISTING GAS LINE SDCB it RI 6:Nc'AKE 6"RCP IE(N)=299' 6'RCP RfGK )p-��}E9�@�q IE(E)-29.8' 28.9 U R EXISTING FIRE HYDRANT SUMP-28.9' ® �J PIPE PLUG "CHERNE INDUSTRY" 8. N EXISTING GATE VALVE 5" 2 0 zoo 0 50 ®MWEL MONITORING WELL PIv N GATE VALVE M )A FIRE HYDRANT m ■ WATER METER T THRUSTBLOCK 6 • RECOMMENDED POTHOLE LOCATI MATCH LINE MOR 11+30 - SEE SHEET 1UT.04 RECOMMENDED POTHOLE2TEN 1 ELINE 0' 20' 4 3WA0' 3WA TER LINE SERVICE 5STO 5STORM DRAIN 6SANITARY SEWER LINE SCALE: 1"=40' 60% SUBMITTAL ' Jacobs W PENS King County METRO METRO TRANSIT CAPITAL DIVISION RAPIDRIDE 1 LINE RENTON SEGMENT UTILITY PLAN 2ND 16+00 TO 2ND 11+00 mNOVEMBER 2021 xm CHECKED_ PROJECTHJ E00566E18 DMMNGNO: 1 UT.02 N0, REV SION BY APP') DATE CHECKED' METROPROJECTENGINEER `ONTRACTND. CXNXXYYX% EHEETNO, OF 265 %XXX W-421403 S-421403 R-4214265 T N AI 1 N I n rr GENERAL NOTES 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. UTILITY NOTES OREMOVE EXISTING HYDRANT OR STAND PIPE O2 REMOVE EXISTING METER OADJUST EXISTING VAULT OINSTALL WATER METER y O INSTALL HYDRANT ASSEMBLY OADJUST EXISTING METER OADJUST EXISTING VALVE BOX BONN RIM=31.59' 20 ADJUST EXISTING HANDHOLE OR MANHOLE IE(W)=27-3' 6RCP IE(E)=27.2' 12-RCP N (D REMOVE EXISTING VAULT IE(NE)-25.612"RCP y O IE(S)-22.5' 12'RCP SDCB RIM=31.25' TOP of SED-226' H 22 REMOVE UTILITY POLE (BY PSE) IE(SE)=28.1' 6'RCP SSMH RIM=32.17' SUMP=27-9' IE(W)-21.4- B"PVC ENTER ONLY IE(S)-20.a' 24101 23 RELOCATE UTILITY POLE (BY PSE) IE(E)=204' 15'DI SDMH T2 RIM-3224 ASPH ®Icy SSMH RIM-32.02' ROW = 6" RCP Lv 24 RELOCATE EXISTING VAULT ® G S t7 IE(W)-20.4' 15' RCP IE(N)=28A 6" RCP w ASPH 6' OLF IE(E)-20 . 15. BOB IE(E)-28.1' 12: RCP coluc i Rass IE(N)=m.P 12- RCP 2 26 RELOCATE EXISTING JUNCTION BOX OR SERVICE CABINET -SUMP=280' SDMH T2 RIM=3 N -( 8 P IE(E)=xa.3' 19 L(J 26 RELOCATE HANDHOLE OR MANHOLE SD fT 5s—ss Ss -ss S s N 27 UNDERGROUND ELECTRICAL SERVICE (BY PSE) _ TOP aF 55-Ls SS — S SD28 UNDERGROUND TELECOM SERVICE 2j+000S 2ND ST o - - - W W _ - _ O O UNDERGROUND GAS SERVICE a.. 0AD- TRASH BIN 19+00 (2ND-LINE) 18+00 16 + O INSTALL 463-LA SERVICE VAULT 2037 GRASS 00 NOT ENTER (0 GRASS 40' 38" 40" 32" BICV _ 0zo3a Ozo3s 0zo3s 038' 030. 0zoz9 ae� 50 � 40 ADJUST GAS VALVE (BY PSE) Oo NOT ENTER 36 `\ o ue Z O PROTECT EXISTING FEATURE IN PLACE TOP OF MONUMENT CASE y N VUMENT CASE ASPH EJD 28 50 w ASPH W w 4ED O W J LEGEND ST 5D SDD 2P SD PH ES EXISTING WATER METER 16" P 10 CO R ® � O EXISTING WATER METER SDMH T2 RIM=31.74' ewo� -z - 0 Q - W - EXISTING WATER LINE IE(SE)-29.2' 8"HDPE \ SDCB TI RIM-31.93' — ST IE(E)=257' 12141 �5 B T1 IE(E)=29.9' 6-RCP i 2] rj0 IE(N)=22r 12-CPP NEWsTg1 ORE ROW suMP=2e a' F O -5- EXISTING SEWER LINE IE(S)=22.6' 12-CPP g IE(Nw)=B'IIDRE\ lopSUMP-207 \ \ ] -G- EXISTING GAS LINE IS S \ \ SDCB IT RIM=322Y FIRE HYDRANT :00' IE(W)=29.6' 6"RCP E(W)=29 e' 6-RCP R EXISTING FIRE HYDRANT \ OS. ` S \ \ IE(E)-29.5' 6-RCP SUMP=28.1' 5O FIRE HYDRANT \S \ \ \ IE(N)-z9.a' 6RON EXISTING GATE VALVE SUMP =28.1' \ \ ®MwEE MONITORING WELL „ \ NO PARKING C ] 5 \ \ \ SO N GATE VALVE LU S tout JA FIRE HYDRANT S a Q \ sp \\ \ \ \ \ D j Q ■ WATER METER THRUST BLOCK SDMH RIM-31'5Y SD • RECOMMENDED POTHOLE LOCATI RECOMMENDED POTHOLE N 1 2TELELINE 0' 20' 40' 3WATER LINE 4GAS SERVICE 5STORM DRAIN 6SANITARY SEWER LINE SCALE: 1"=40' o DESII APPROVED. METRO TRANSIT CAPITAL DIVISION DATE. 60 �O SUBMITTAL va�►Obs DRAW PENG NOVEMBER 2021 D��, RAPIDRIDE 1 LINE xm kg King County CHECKED: PROJECTMD METRO RENTON SEGMENT DRAMNGNO: xxxx ECK&SE1e UTILITY PLAN 1UT.03 No. RE: slop Br AcvO DATE CHECKED: CONIRACTNp. 2ND 21+00 TO 2ND 16+00 SHEETNO: D` METROPROJECTENGINEER CXKK =K 266 XXXX W-421404 S-421404 R-4214266 qct �N} V Al 1 ` N 1 n rr V N 1 No, F- op p�aRn �m/yq'' om / pp� S4 mD a p P; � ^png�co � F wx / wy a.R� � usf. a z ROW / / m m�� C u �. use /J y g sa��e SON 0 ONOOO JNOJ ONO ® m 9NW ONOO ou er p m ° JB❑ I / US as OS DS OS as as 5 SD M M z+oo 13+ W/ , +oo MORRIS AVE S B+oo g s / (MOR-LINE) ti E3 I ®_ON d ONOO p❑ Jw d ON00 d / ONOO JB❑®N� Ob ONOO r-- o Ome ome ROW amlbm / o , p"4 au / o m L I 60% SUBMITTAL � Jacobs RE, SION BY I APP'D I DATE kg King County METRO GENERAL NOTES 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. UTILITY NOTES OREMOVE EXISTING HYDRANT OR STAND PIPE O2 REMOVE EXISTING METER OADJUST EXISTING VAULT OINSTALL WATER METER OINSTALL HYDRANT ASSEMBLY OADJUST EXISTING METER OADJUST EXISTING VALVE BOX 20 ADJUST EXISTING HANDHOLE OR MANHOLE (D REMOVE EXISTING VAULT OREMOVE UTILITY POLE (BY PSE) 23 RELOCATE UTILITY POLE (BY PSE) 24 RELOCATE EXISTING VAULT 25 RELOCATE EXISTING JUNCTION BOX OR SERVICE CABINET 26 RELOCATE HANDHOLE OR MANHOLE 27 UNDERGROUND ELECTRICAL SERVICE (BY PSE) 28 UNDERGROUND TELECOM SERVICE OUNDERGROUND GAS SERVICE OINSTALL 463-LA SERVICE VAULT 40 ADJUST GAS VALVE (BY PSE) OPROTECT EXISTING FEATURE IN PLACE LEGEND ® EXISTING WATER METER O EXISTING WATER METER — W — EXISTING WATER LINE — 5 — EXISTING SEWER LINE —G— EXISTING GAS LINE i2 EXISTING FIRE HYDRANT IN EXISTING GATE VALVE ®NWEL MONITORING WELL N GATE VALVE )A FIRE HYDRANT ■ WATER METER THRUSTBLOCK • RECOMMENDED POTHOLE LOCATION RECOMMENDED POTHOLE �7 2TELECOM Y 20' 40' 3WATER LINE 40AS SERVICE 5STORM DRAIN 6SANITARY SEWER LINE SCALE:,"=40' METRO TRANSIT CAPITAL DIVISION ""' RAPIDRIDE 1 LINE NOVEMBER 2021 RENTON SEGMENT DMMNGNO UTILITY PLAN 1UT.04 MOR 11+30 TO MOR 15+56 SNERND; ON 267 XXXX W-421405 S-421405 R-4214267 N 1 N 1 GENERAL NOTES 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. UTILITY NOTES OREMOVE EXISTING HYDRANT OR STAND PIPE rE(rvW)a21 RrM1224 Rc O REMOVE EXISTING METER L S LE(NE)=b 3- 12 _ / / v o L IDP o)r sEoz19 RCP O3 ADJUST EXISTING VAULT y 9yi _ °^0 O4 INSTALL WATER METER a 2 v SO SD a / 5 INSTALL HYDRANT ASSEMBLY xBzr' RrMa /� '� rv0 O6 ADJUST EXISTING METER .8' 12" RCP / (��J P N0 PARKING SUMPz20.3' �..1 U o / O ADJUST EXISTING VALVE BOX A� V� rr 20 ADJUST EXISTING HANDHOLE OR MANHOLE / L ♦ [- ,ES E):2132. 2. / u VVV uMa�19 g, 1 4pcp I I I o P oHP OM 21 REMOVE EXISTING VAULT — HP P HIP OHP HP oHP TO BE RELOCATED BY OTHERS' HF OH o P HP ON O REMOVE UTILITY POLE (BY PSE) 0 OHP —OHP OHP CHIP OH � OHP o P OHP HE � = v °gRREN'°N 5� s(s g *z RrM� Pon+oLE ROW H" 23 RELOCATE UTILITY POLE (BY PSE) / L O 1 3x8" °Ns 3 r22iry PpV✓ER pap/ — — zo93 oP 0RELOCATE EXISTING VAULT _ �U2 _ —o oI - T --- oHP off a°N,roRw Ed0RELOCATE EXISTING JUNCTION BOX OR SERVICE CABINET L s''� _ LL L1— _ T N c 0RELOCATE HANDHOLE OR MANHOLE � v o Lv 27 UNDERGROUND ELECTRICAL SERVICE (BY PSE) MWEL LEJ ( 2 U) 28 UNDERGROUND TELECOM SERVICE ❑+00 50 27 o — 28 TO BE RELOCATED BY OTHERS SO I O UNDERGROUND GAS SERVICE v� x _ ( 11+00 12+00 _ 14 0 O INSTALL 463-LA SERVICE VAULT 18+2� 40 ADJUST GAS VALVE (BY PSE) /� of ❑ S GRADY WAY ❑ Q (D PROTECT EXISTING FEATURE IN PLACE o r e v p d 2 El P - - ❑ J LEGEND EXISTING WATER METER O EXISTING WATER METER 592 5D Oro" —w— EXISTING WATER LINE 6 ro^ �D• r6^ ro" 3• '• `V r" — 5 — EXISTING SEWER LINE o /'V 18^ O re RO I / ARPLEBEES / RP UNE MITURN RT MCDONgL — G — EXISTING GAS LINE (�.�NV-o R EXISTING FIRE HYDRANT I i +se/ 16A PARawc I SD 5D SD soCO T EXISTING GATE VALVE I[D )x 72 RrMa22 I © SUMPa2i.9 rM RCP ®MWEL MONITORING WELL LE(Fls+s• r�2RCPa �� / N GATE VALVE / Z 2 SuaP 1y.0- 12'PCP / soce ii / o gp — 5 EP Rr 12. )R FIRE HYDRANT SocB T SD — / �G \ roP SE0az9.o P ■ WATER METER E(NW):22R1M'24.68, SD— 5� I THRUSTBLOCK ■ RECOMMENDED POTHOLE LOCATION RECOMMENDED POTHOLE -I 1 2TELELINE 0' 20' 40' 3WATER LINE 4GAS SERVICE 5STORM DRAIN 6SANITARY SEWER LINE SCALE: 1"=40' o DEsicNEn A`PRI METRO TRANSIT CAPITAL DIVISION DATE. 60 �O SUBMITTAL Jacobs D PENG NOVEMBER 2021 DRAM RAPIDRIDE 1 LINE kg King County CHHECKED: PROJECTwJ: METRO RENTON SEGMENT DMfflNGNC: xxxx E00S 1e UTILITY PLAN 1UT.05 No. RE: sion Pr acv0 DATE CHECKED: CONnuCTND. GRA 10+00 TO GRA 14+00 sHEETND: OF METROPRWECTENGINEER CXNXXYYX% 268 XXXX W-421406 S-421406 R-4214268 S 91 PHOTO ENpO �F(NFOCR it RMx Ii°EO PMkINO IE(Nly)a22 B. 11 12, RCP O� S RENiON SUMP 2aP 1 P&q RANsIr ❑ OHP 0 0 p DO1°. OHP p_ _ O SOCK IF(5 I RIMa zW° 2039 " rOP POST F SEOx lO.OI0 23 . �P P W IIIII L0 C°NC W W 28 TO BE RELOCATED E O O D - cD W Z J fNFp�N,EO Y@LD 6 ..a. ASPH PARKING S f(W)II RIMa25 /E 1E(N)a2j. l' 6 69 OE 23 10, 0' top 2J.g6 IrRCp GOCB Or Seo o RCP /e(S rl N14a 235' /E(NE)4>' 2p02' a2 ' 6' KC — G L D� i L soc lE(sw TI qIM SUMP�i�2>' 25.>0, 6' I RCP P— IE(S)82It PMW top OP? I' 6 2563. SEOa 'RCP �S 239, lE(N& rI PoM top O<.I. 725 F i I. g.RCP6> RCP Oa 50. SC le(NB ry RIM- -SEE PROFILE A ON 660' SHEET UP01 Q6P _ BE BRUSH G G G G SPH PARKING GENERAL NOTES 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. UTILITY NOTES OREMOVE EXISTING HYDRANT OR STAND PIPE O2 REMOVE EXISTING METER OADJUST EXISTING VAULT O4 INSTALL WATER METER OINSTALL HYDRANT ASSEMBLY I&RR O6 ADJUST EXISTING METER soMNOCUN R top sr`wu soMH O ADJUST EXISTING VALVE BOX PiP[SNKNOWN2B >l e(E)azj rNI5/BLEE S0 SOC9 If(SElaProEaz IE(N)aS N, RlM1. 20 ADJUST EXISTING HANDHOLE OR MANHOLE IE(E)a23 az> Aro (w)az I ErOp suMPx2sWP \ S0 5u' 36, C orz 21 REMOVE EXISTING VAULT P r O . • • Q • �.. r O REMOVE UTILITY POLE (BY PSE) ROW _ , , I 23 RELOCATE UTILITY POLE (BY PSE) RELOCATE EXISTING VAULT v c LJ 2 0RELOCATE EXISTING JUNCTION BOX OR SERVICE CABINET W W T (n 26 RELOCATE HANDHOLE OR MANHOLE w ® P P 0HP �OHP — LEJ SO 27 UNDERGROUND ELECTRICAL SERVICE (BY PSE) TO BE RELOCATED 2 (n BY OTHERS 28 UNDERGROUND TELECOM SERVICE OHP )THERS �0 TO BE RELOCATED BY OTHERS OHP— 25 TO BE RELOCATED BY OTHERS ( B O O UNDERGROUND GAS SERVICE �4g+00 _ 0 P _ -dHp— + O INSTALL 463-LA SERVICE VAULT — OHP oHP 0'40 ADJUST GAS VALVE (BY PSE) HP _ � O PROTECT EXISTING FEATURE IN PLACE — 50 it gp— W — J LEGEND GO EB EXISTING WATER METER vrtt eRusH _ 9• — C) 0 EXISTING WATER METER P — W — EXISTING WATER LINE T p soce — 5 — EXISTING SEWER LINE . 'Sl°P °pNOF \Stop o9®MWEL s o� — G — EXISTING GAS LINE IIOUNOEO CURB F2 EXISTING FIRE HYDRANT X V°. m EXISTING GATE VALVE (I MONITORING WELL I N GATE VALVE )A FIRE HYDRANT ■ WATER METER THRUSTBLOCK / • RECOMMENDED POTHOLE LDCATION RECOMMENDED POTHOLE �( 1 2TELELINE 0' 0' 20' 4 3WATER LINE SERVICE 5STO 5STORM DRAIN 6SANITARY SEWER LINE SCALE: 1"=40' 60% SUBMITTAL ' Jacobs �W PENG.. King County METRO METRO TRANSIT CAPITAL DIVISION RAPIDRIDE 1 LINE RENTON SEGMENT UTILITY PLAN GRA 14+00 TO GRA 19+00 mNOVEMBER 2021 xm CHECKED PRwE HY UNBEE,B DIAMNGNO: 1 UT.06 NO. RE`, SION BY APP'D DATE CHECKED: METROPROJECTENGINEER CONTRACTNO. COCCODX% EREEr Nn OF 269 XXXX W-421407 S-421407 R-4214269 qll- N AI 1 N n rr FIIIIIII N N / ^�I I m In r° \ Tr N $2a bs $2a.0 re I>� SDo N e 0 rc T Mo CM N Rr S f ? 200P E(Np7.3aMs>Jr, 5 SEE PROFILE BON fejsw r eP Gyp. rE(�235. ?gR iCo o HMro SHEETAPo1,.,:.,•z>> (NwJzq 4,q ydeO, pis Nis 3z r?RC s ao3 �e' or o. ' s� re'. 10r ROW CO OsCMTf SG4a�2 a .. EMWCj Jr o SrOq N?` S r2•NCa Mw<22 Ma Mo � �Le-. 2p's rfQ)zg4 Rrrzzj-� o� Mzo,ze �? 29 �- °es 9 ARKIN LLI P _- P _ P -_ _ P V) W w w w w W w IW 60 GRAsS z T — 50 -- ( OHP OHP� 00 O O rn OHp\ (.D — LI Z SD - J MWEL — F- L Fs z> za / fOae RC9 Se. G TO BE RELOCATED BY OTHERS eok S GRADY WAY Or{ 21+00� S GRAoHPP� °y ��T as was O,n °HP Gs O> WHP \ O , ONP . ,2. BRUSH F sroo P < CARP ASKIN ARKING\ -ROW f p P HP P P'c\ HP Tow 5 >aZ,cPcoe' \ \ \ OPSCF zsN2o ss. s, a CMp s S°\oFNrba MfNJ sus S S `r0 °C6 T� Nf(TfA r SFc9 Too rf AHe FIRE HYDRANT re(Nw®r, or. (SwJazez0' oSRO fGJ<®?S.zR s•2g39'foj25>� rfSpU,S J `n0 Sp?5, . rTf(W�4�12�RrM SO ` �0 iNFh .Z— °. c FS Ri el T T P w w T cRgss — 7 /— 2$ TO BE RELOCATED BY OTHER (GRA-LINE) t� cl as as —0-- as ------- (J�N, O \ s• JOwiN° G S GENERAL NOTES 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. UTILITY NOTES OREMOVE EXISTING HYDRANT OR STAND PIPE O2 REMOVE EXISTING METER OADJUST EXISTING VAULT OINSTALL WATER METER OINSTALL HYDRANT ASSEMBLY OADJUST EXISTING METER SSM H (Sw O ADJUST EXISTING VALVE BOX E ®T2 RA ADJUST EXISTING HANDHOLE OR MANHOLE s \ 21 REMOVE EXISTING VAULT @MWEL O REMOVE UTILITY POLE (BY PSE) �.. 00 O 23 RELOCATE UTILITY POLE (BY PSE) 24 RELOCATE EXISTING VAULT 25 RELOCATE EXISTING JUNCTION BOX OR SERVICE CABINET Uj 26 RELOCATE HANDHOLE OR MANHOLE S (n 27 UNDERGROUND ELECTRICAL SERVICE (BY PSE) 50 W 2g UNDERGROUND TELECOM SERVICE (n O UNDERGROUND GAS SERVICE 2 23+00 _ _ �� - I O INSTALL 463-LA SERVICE VAULT - �— 060 ADJUST GAS VALVE (BY PSE) S GR '�\ 29 TO BE RELOCATED. BY OTHERS eogf + PROTECT EXISTING FEATURE IN PLACE ❑ ar a 27 TO BE RELOCATED BY OTHERS Q ❑ 28 TO BE RELOCATED BY OTHERS LEGEND corvc EXISTING WATER METER _ J O EXISTING WATER METER EXISTING WATER LINE Q S- EXISTING SEWER LINE • < �((Sfgr2 ASP 7— — rOWN° s MG- EXISTING GAS LINE f wg 2e A/, PARKING— .. f • • 14op • —� rf(Nq. S1 EXISTING FIRE HYDRANT \ Mo . � EXISTING GATE VALVE \ TOP e sr NMa� zoy0 0R007 ®MWEL MONITORING WELL o z' °Np s�asc°j '� N GATE VALVE °Hp JA FIRE HYDRANT \0 op i ■ WATER METER \\i THRUSTBLOCK b • RECOMMENDED POTHOLE LDCATION RECOMMENDED POTHOLE 1 2TELER LINE 0' 20' 40' 3WATER LINE 4GAS SERVICE 5STORM DRAIN 6SANITARY SEWER LINE SCALE: 1"=40' 60% SUBMITTAL ' Oacobs W PENG King County METRO METRO TRANSIT CAPITAL DIVISION RAPIDRIDE 1 LINE RENTON SEGMENT UTILITY PLAN GRA 19+00 TO GRA 24+00 mNOVEMBER 2021 x CHECKER_ FRWECiHJ E)OS 18 °BAW,N°N°: 1UT.07 No. Reason BY AcvO DATE CHECKED: METROPROJECTENGINEER CONPACTNO. CXNXXYYX% SHE"X0: Of 270 XXXX W-421408 S-421408 R-4214270 T N A� 1 N w oa CV ° N O�oe �P • I L o T of e/ e P � SHEET UP01 ��o Quo A ��` 28 TOBEI LOCATED BY OTHERS ry. a i J MATCH LINE GRA 24+00 - SEE SHEET 1UT.07 60% SUBMITTAL REV SION BY APP'p PATE Jacobs I G- D G T — i — G — SD G — GENERAL NOTES 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. UTILITY NOTES OREMOVE EXISTING HYDRANT OR STAND PIPE OREMOVE EXISTING METER OADJUST EXISTING VAULT C O4 INSTALL WATER METER °Soe/ O8 INSTALL HYDRANT ASSEMBLY e //off °fie O6 ADJUST EXISTING METER o ° — OT ADJUST EXISTING VALVE BOX 01e�Q 20 ADJUST EXISTING HANDHOLE OR MANHOLE °�• � �o'T 21 REMOVE EXISTING VAULT REMOVE UTILITY POLE (BY PSE) r ` 27 23 RELOCATE UTILITY POLE (BY PSE) 24 RELOCATE EXISTING VAULT ae T --- �a srsrop T 25 RELOCATE EXISTING JUNCTION BOX OR SERVICE CABINET Co 26 RELOCATE HANDHOLE OR MANHOLE —oz 28 50 27 UNDERGROUND ELECTRICAL SERVICE (BY PSE) �— — — U% 28 UNDERGROUND TELECOM SERVICE Q ��V❑JJ — O UNDERGROUND GAS SERVICE o i OO O INSTALL 463-LA SERVICE VAULT O GAG— h 40 ADJUST GAS VALVE (BY PSE) _ G ,r SID —G D O PROTECT EXISTING FEATURE IN PLACE J ®�@ W LEGEND ® EXISTING WATER METER • _ • Lp� a ___�� —� J O EXISTING WATER METER Flree ° _ — W — EXISTING WATER LINE Pp kIN��T Q —s— EXISTING SEWER LINE / —G— EXISTING GAS LINE m i2 EXISTING FIRE HYDRANT ph`;yoe� aro IN EXISTING GATE VALVE p BP g v y y�o ®Mwe� MONITORING WELL r; 4 yo\2`o° N GATE VALVE )A FIRE HYDRANT ■ WATER METER THRUSTBLOCK • RECOMMENDED POTHOLELOCATION RECOMMENDED POTHOLE 1 2TELECOM Y 20' 4P 3WATER LINE SERVICE 5STO 5STORM DRAIN 6SANITARY SEWER LINE SCALE: 1"=40' METRO TRANSIT CAPITAL DIVISION mmkg . RAPIDRIDE 1 LINE NOVEMBER 2021 King County RENTON SEGMENT DMMNGND METRO UTILITY PLAN 1UT.08 GRA 24+00 TO TAL-B 14+00 SHE'N°' W 271 XXXX W-421409 S-421409 R-4214271 N N ^1 I..L 0 GENERAL NOTES 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. UTILITY NOTES OREMOVE EXISTING HYDRANT OR STAND PIPE OREMOVE EXISTING METER \ NO, ` ^ ' O ADJUST EXISTING VAULT O4 INSTALL WATER METER OINSTALL HYDRANT ASSEMBLY / NO, u- .n Mrym ��N Ho ADJUST EXISTING METER it a \ i o Po s p0 0 O7 ADJUST EXISTING VALVE BOX pm °H O 20 ADJUST EXISTING HANDHOLE OR MANHOLE yea p sa` NO, u, WN to -,L ISM 21 REMOVE EXISTING VAULT mein m!A�d ROW REMOVE UTILITY POLE (BY PSE) =-- "w=3M _ _ .. o �' - IE �� y KEEP . ✓j 23 RELOCATE UTILITY POLE (BY PSE) TO BE RELOCATED ry ATED BY ------_ - _ - I - _ g w 9N p ry _ n v pq RELOCATE EXISTING VAULT IpN a =rc .p 7 z, N _ n i ii 25 RELOCATE EXISTING JUNCTION BOX OR SERVICE CABINET SH p p CONIC P P ry P 26 RELOCATE HANDHOLE OR MANHOLE T— T P P T r W i T t as LtJ 27 UNDERGROUND ELECTRICAL SERVICE (BY PSE) — m M d N 28 UNDERGROUND TELECOM SERVICE 0 50 27 as MLijw W O UNDERGROUND GAS SERVICE 50 — *a° — 1 +DO TALBOT RD S V) ao INSTALL 463-LA SERVICE VAULT 24 28 — —+� — — — — _ TAL-B-LINE) 1e+ o I 0 / r 50 50 27 - 0 _ O 40 ADJUST GAS VALVE (BY PSE) i \ D C o O I DO O PROTECT EXISTING FEATURE IN PLACE BOAU R J—G G G `- G G " 2900 G— G _ _ G __ / °5 d d-- G G —�-N —'r G T d G as G m �owG Gm I LEGEND G as — rr _ - M - _ d d J L3 EXISTING WATER METER T - - i S d HQ- O EXISTING WATER METER LEI -w- EXISTING WATER LINE ROW 1 _ N t 0S J -S- EXISTING SEWER LINE P -V� j c r zv 8 _ _ _ -G- EXISTING GAS LINE ` ® GRASS I N L o� 0 HO H0 dH dHo F2 EXISTING FIRE HYDRANT �L _ •PSPµPG ii oil dHo dHO� WdHO Ell W EXISTING GATE VALVE Nar 012 ^ u rR s- w dH0 P m 3w nLL dH0 d ®MwEL MONITORING WELL �H d d dH0 - o C�� dH d d 0 dH0 m° dH dH dH0 a N GATE VALVE d N dHo dHo p I FIRE HYDRANT o so o dH� dHo dHo aaE 5m wp dHo 19 dHo ■ WATER METER I o / N dHo dH CIE. THRUST BLOCK dHo dH0 ■ RECOMMENDED POTHOLE LOCATION dH RECOMMENDED POTHOLE I 1� Z 2TELECOM 1 20' 40' 3WATER LINE 40AS SERVICE 5STORM DRAIN 6SANITARY SEWER LINE SCALE:1"=40' 60% SUBMITTAL ' Jacobs �W FENG King County METRO METRO TRANSIT CAPITAL DIVISION RAPIDRIDE 1 LINE REUTIILLITYPLANNT TAL-B 14+00 TO TAL-B 18+50 mNOVEMBER 2021 xm cxecrceo: I'liRorxo HOS EOBSfifiE18 o�� NC 1UT•09 No RE`, score BY APPp) DATE CHECKED: METROPROJECTENGINEER `owliA`T"o CXKK =K """REEL OF 272 XXXX W-421410 S-421410 R-4214272 T N l A 1 N rr T N 1 im 5 mas dN0 ROW ryr 01 w dNa -O Wd CONc au.. d d d d d 2 VJ dNn W W W W W W W LLJ LLJ V) qq 19+00 20+00 O + 27 TO BE RELOCATED BY OTHERS 7 00 m d JNW LLJ Z_ DIRT/BRus ' 1 50 H dHO—dHO di dH0 HO d NOdHO —dHO —dHO dHO dH d EHOdHO—dHO as as as as as a� W_p� u dH0yyyypp d% AHD- ow , un/ � -- �Sa I pno ppm mnn�° ^z OS Y � o RELOCATED BY OTHERS — F D SD so m / OS OS _W W W W— SLAT 6`^-.-�—rimer 6S SS ,e n U d \TO BE RELOCATED BYOTHERS 24 28 IN ISNW as as v gpysph 10—�HO �d' IV TO BE RELOCATED BY OTHERS as ash\ as i O s d 0 dH0 dHO dHO $ �6 \m"x sue eu m - uy m�ii� w3j — 1 d as as a — $ M M M M SS SS � \ _ e map 3 ©E iln� , � I'll �;7 ��� ;,���� P IIIRiIIP.. III III Ir��II •: �� I�►II �. ���� �III■1 11 ''�IIII � _ �� • AI • GENERAL NOTES 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. UTILITY NOTES OREMOVE EXISTING HYDRANT OR STAND PIPE O2 REMOVE EXISTING METER _ O ADJUST EXISTING VAULT \ \ O4 INSTALL WATER METER OINSTALL HYDRANT ASSEMBLY OADJUST EXISTING METER OADJUST EXISTING VALVE BOX 20 ADJUST EXISTING HANDHOLE OR MANHOLE (D REMOVE EXISTING VAULT OREMOVE UTILITY POLE (BY PSE) 23 RELOCATE UTILITY POLE (BY PSE) 24 RELOCATE EXISTING VAULT 25 RELOCATE EXISTING JUNCTION BOX OR SERVICE CABINET 26 RELOCATE HANDHOLE OR MANHOLE ot. 27 UNDERGROUND ELECTRICAL SERVICE (BY PSE) �— 28 UNDERGROUND TELECOM SERVICE OUNDERGROUND GAS SERVICE OINSTALL 463-LA SERVICE VAULT - 40 ADJUST GAS VALVE (BY PSE) �M— D PROTECT EXISTING FEATURE IN PLACE - LEGEND J M EXISTING WATER METER r O EXISTING WATER METER ?; — W — EXISTING WATER LINE — S — EXISTING SEWER LINE m —G— EXISTING GAS LINE i2 EXISTING FIRE HYDRANT m EXISTING GATE VALVE ®MWEL MONITORING WELL N GATE VALVE )A FIRE HYDRANT ■ WATER METER W` THRUSTBLOCK • RECOMMENDED POTHOLE LOCATION RECOMMENDED POTHOLE 1 2TELECOM 0' 20' 40' 3WATER LINE 40AS SERVICE 5STORM DRAIN 6SANITARY SEWER LINE SCALE:1"=40' 60% SUBMITTAL ' Oacobs )OCK W FENG King County METRO METRO TRANSIT CAPITAL DIVISION RAPIDRIDE 1 LINE REUTIILLITYPLANSEGMENT TAL-B 18+50 TO TAL-B 23+50 mNOVEMBER 2021 D� cxecrceB: %%X EOOSfifiE18 E00E 18 NGNC B�M1UT•10 No RE`, SION BY APPp) DATE CHECKED : METROPRNECTENGINEER `D"`N"`TN° CXNXXYYX% N""EETN°l Of 273 XXXX W-421411 S-421411 R-4214273 V "t 1 A N rl N%puo ,umm' p co J 15 veQ rc Go ° CO o °g f8o o` AVEL ♦ o Gross !. n e No` ( yy u GONG 33+00 / S P U) L~ IIIto H i 1 0 3 +00 lS I � S o N �m 60% SUBMITTAL No, I REV SION SO J / -- \ -- -- ROW u s2i N U32v^, y.j Xry �rviv iv rya � ,_�v Nry l�J N�� Fnnnm gu^^'Q f.nn ry iv SO — SO SS W W SO SO a 38+00 BENSON R S SR 5 as --�--- llc hN` CONC GENERAL NOTES 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. UTILITY NOTES OREMOVE EXISTING HYDRANT OR STAND PIPE O2 REMOVE EXISTING METER OADJUST EXISTING VAULT O4 INSTALL WATER METER OINSTALL HYDRANT ASSEMBLY OADJUST EXISTING METER OADJUST EXISTING VALVE BOX 20 ADJUST EXISTING HANDHOLE OR MANHOLE (D REMOVE EXISTING VAULT 22 REMOVE UTILITY POLE (BY PSE) 23 RELOCATE UTILITY POLE (BY PSE) 24 RELOCATE EXISTING VAULT 25 RELOCATE EXISTING JUNCTION BOX OR SERVICE CABINET 26 RELOCATE HANDHOLE OR MANHOLE 27 UNDERGROUND ELECTRICAL SERVICE (BY PSE) 28 UNDERGROUND TELECOM SERVICE OUNDERGROUND GAS SERVICE OINSTALL 463-LA SERVICE VAULT 40 ADJUST GAS VALVE (BY PSE) OPROTECT EXISTING FEATURE IN PLACE LEGEND --mom o _ _ a b _ ® EXISTING WATER METER _ _ — — F 50 27 7 1 N, - - 0 EXISTING WATER METER / O ROW - I° ° -0 -w- EXISTING WATER LINE me _ �2 if - N - s - EXISTING SEWER LINE o�o[ain p_'_a � = EXISTING GAS LINE e p eNry F Qom oo —G— i CN m 7 u EXISTING FIRE HYDRANT ry a>T n ry E ry n ~ z u N o W W IN EXISTING GATE VALVE �� n u N - I I N GATE VALVE N v'v3 \ jL FIRE HYDRANT ' I I ■ WATER METER THRUSTBLOCK ' I • RECOMMENDED POTHOLE LOCATION RECOMMENDED POTHOLE I LOCATIONS Z 0' 20' 40' SCALE: 1"=40' BY I APP'D I DATE Jacobs kg King County METRO METRO TRANSIT CAPITAL DIVISION ""' RAPIDRIDE 1 LINE NOVEMBER 2021 RENTON SEGMENT DMMNGNO UTILITY PLAN 1UT.11 TAL-B 33+00 TO TAL-B 38+00 GHE�HD' ON 274 XXXX W-421412 S-421412 R-4214274 NT N A� 1 N GENERAL NOTES 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. UTILITY NOTES \ \ \ O REMOVE EXISTING HYDRANT OR STAND PIPE o O2 REMOVE EXISTING METER \ ,mesas 9$R� `b \ p .P$6°- /55 O3 ADJUST EXISTING VAULT 0 0 0 f^°N N�,sW 6\ "m `s 55 O4 INSTALL WATER METER rs 4 55 OS INSTALL HYDRANT ASSEMBLY uy m $m. ® o a o m .combo O ADJUST EXISTING METER Ep i W 6 i •� O SS b J mP bomm O ADJUST EXISTING VALVE BOX ADJUST EXISTING HANDHOLE OR MANHOLE o $o ^s coo m' s� $ N o �o szo rz 2,,, rs ���sms °s 21 REMOVE EXISTING VAULT \� ','mi s °m"'' o"s$ $o� O REMOVE UTILITY POLE (BY PSE) s ame s :omy m� °m d $i m a" " Fle . ``,c $50 r + mom 5 d d d o� e m % �+ m 23 RELOCATE UTILITY POLE (BY PSE) 27 9 50'' a� ®a'me m�$ `yi �� + :.+ �+ly °m T4 RELOCATE EXISTING VAULT — ROW O'oy rmib47m =gmJ� i m o o N m c +sd o f 3'`\per $s,; s RELOCATE EXISTING JUNCTION BOX OR SERVICE CABINET 26 RELOCATE HANDHOLE OR MANHOLE RL Mo 27 UNDERGROUND ELECTRICAL SERVICE (BY FEE) P OS OS o $ O5 OS T�L00 28 UNDERGROUND TELECOM SERVICE OS TALBOT RD S OS 05 OS 05 OS 29 50 _ ` O UNDERGROUND GAS SERVICE 50 29 50 zB +oo 27+00 -I 27 50 0 O INSTALL 463-LA SERVICE VAULT (TAL-21-LINE) oy 0 0 28 50 d 0ADJUST GAS VALVE (BY ESE) ll NdsV 0 1 d O PROTECT EXISTING FEATURE IN PLACE 0131 dH0 0 HO 1 dH0 1 HO oa°VadO l3ntlao 5 28( ba — s .`mm •,ow•�`m� o y��a% o 'smoe�om m ® EXISTING WATER METER cob^sROW y""a Cn Guar. 28 50 °$oa mm;�l �°$ �o y° 1� n � m \ °m m$ � �' s m EXISTING WATER METER LEGEND \ 'o 0 o m m°s s°o. s mS jmo O Si YgM S L'��m y °Q+ 7m lr N`I Q Cmm emm mJ$ 6 0 CJ3 �O S°5 S `v l 5 J� °d o LL eB N v m HJb '�, 50 \� s LL • s �b (n oNlal�ne io 3ea3 I - `/+- EXISTING WATER LINE \ WWy LLU - S - EXISTING SEWER LINE yyW J� 7 `J / tlt mm' 0y LL rc3 — G — EXISTING GAS LINE O \ I A EXISTING FIRE HYDRANT g EXISTING GATE VALVE < \ I OMWEL MONITORING WELL m \ \ W I N GATE VALVE \N \ \ sN do \ I JR FIRE HYDRANT ■ WATER METER THRUST BLOCK • RECOMMENDED POTHOLE LOCATION RECOMMENDED POTHOLE 1 POWER 2TELECOM 0' 20' 49 3WATER LINE 4GAS SERVICE 5STORM DRAIN 6SANITARY SEWER LINE SCALE: 1"=40' o MI'PPRouFo. METRO TRANSIT CAPITAL DIVISION mm. 60 �O SUBMITTAL Jacobs )FIX PENG NOVEMBER 2021 )FAWNRAPIDRIDE 1 LINE King County c GQIo: PNWEGTNJ: RENTON SEGMENT muvnNCNa: m EDDIME18 METRO UTILITY PLAN 1 UT.12 No RE`, SIGN BY API OATB `"""P° `°""A`T"° TAL-21 24+00 TO TAL-21 29+00 s"�'"° °` METROPROJECTENGINEER 275 XXXX W-421413 S-421413 R-4214275 T N Al 1 ` N I an Ir T 1 N Fl 9 P O 0Q4 m� mQ 1 m m ti �N y�W ha�a it g T T T SD — SD 54+00 55+00 o Qah �m¢oe o a "0 aroe'm 0 p�NWF4; �ee4N T ryh Q�L/ ^ro'oJ� o 2°�r300h/ / �W o" o-9 I ON W ROW G G G Oe—�V ROW II omm mro° yo y e�, ry ? Fp \ O y0 Q�h T 3CID V. 'V / I co l W GENERAL NOTES 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. UTILITY NOTES OREMOVE EXISTING HYDRANT OR STAND PIPE OREMOVE EXISTING METER OADJUST EXISTING VAULT O4 INSTALL WATER METER OINSTALL HYDRANT ASSEMBLY OADJUST EXISTING METER OADJUST EXISTING VALVE BOX 20 ADJUST EXISTING HANDHOLE OR MANHOLE (D REMOVE EXISTING VAULT OREMOVE UTILITY POLE (BY PSE) 23 RELOCATE UTILITY POLE (BY PSE) 24 RELOCATE EXISTING VAULT 25 RELOCATE EXISTING JUNCTION BOX OR SERVICE CABINET 26 RELOCATE HANDHOLE OR MANHOLE 27 UNDERGROUND ELECTRICAL SERVICE (BY PSE) 28 UNDERGROUND TELECOM SERVICE OUNDERGROUND GAS SERVICE OINSTALL 463-LA SERVICE VAULT 40 ADJUST GAS VALVE (BY PSE) OPROTECT EXISTING FEATURE IN PLACE LEGEND M EXISTING WATER METER 0 EXISTING WATER METER —w— EXISTING WATER LINE — s — EXISTING SEWER LINE —G— EXISTING GAS LINE A EXISTING FIRE HYDRANT M EXISTING GATE VALVE H GATE VALVE A FIRE HYDRANT ■ WATER METER THRUSTBLOCK • RECOMMENDED POTHOLE LOCATION RECOMMENDED POTHOLE 1 2TELECOM 0' 20' 40 3WATER LINE 40AS SERVICE 5STORM DRAIN 6SANITARY SEWER LINE SCALE:1"=40' 60% SUBMITTAL ' Jacobs W PENG King County METRO METRO TRANSIT CAPITAL DIVISION RAPIDRIDE 1 LINE REUTIILLITYPLANSEGMENT TAL-21 54+00 TO TAL-21 59+00 mNOVEMBERzoz1 D� cxecrceo: %%X PROJ E00E 18 o EOOSfifiE1 NGNC o�M1UT•13 N0, RE`, SION BY APPp) DATE CHECKED: METROPROJECTENGINEER `°"`N"`TN° CXKK =K SHEETN°l Of 276 XXXX W-421414 S-421414 R-4214276 .F-1 T N AI 1 ` N GENERAL NOTES 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. UTILITY NOTES OREMOVE EXISTING HYDRANT OR STAND PIPE O2 REMOVE EXISTING METER II I O3 ADJUST EXISTING VAULT I m I I I O4 INSTALL WATER METER I n'ppr 1 Im .N rc pN o OS INSTALL HYDRANT ASSEMBLY ADJUST EXISTING METER �I 3 40 I rr� qp om833 !p°m °a _p oo' a o$�. N�,W Www I 1 O7 ADJUST EXISTING VALVE BOX mwa ADJUST EXISTING HANDHOLE OR MANHOLE w j ww� _ I 21 REMOVE EXISTING VAULT SIT 0 o w w m Cn Ip m s m nm l po IoLom III. N I ST O REMOVE UTILITY POLE (BY PSE) ,n I �rcZ 'p 1 nrcarc I ". x u� z� pof a0T I I 23 RELOCATE UTILITY POLE (BY PSE) pmmm Pa<rcpm °, I Hesv-.�u� «o-^uN gp w_ xwww_ / p 7�� $.aF� 3o Im 24 RELOCATE EXISTING VAULT ".:. u-za Poo _ o w w1Frs �`_'m miwGN 5 00'� V I 25 RELOCATE EXISTING JUNCTION BOX OR SERVICE CABINET 5 0 pwmw I sswo O s Q 50°y r- w w w I o m s `� O ` I F / �� 1 (� - RELOCATE HANDHOLE OR MANHOLE 3 2 ssrao 23 �� TO l R\ 50 A m w ssaa0 A ( ) 5 55 v M o 0 ofPM 27 UNDERGROUND ELECTRICAL SERVICE BY PSE m m 1 �` 28 UNDERGROUND TELECOM SERVICE dH0 dH onoo NNeLOCK WA o 0 a a5 OS dN0 dH0 dH Ho CS ao O UNDERGROUND GAS SERVICE w IT'--M M — M M M m M w O INSTALL 463-LA SERVICE VAULT by 7 4 40 29 50 O o O ( ) 1+00 TALBOT RD'S 72+00 73+� 74+00 75+00 v, 76+0 40 ADJUST GAS VALVE BY PSE (TAL-29-LINE 7 5 3 3 O PROTECT EXISTING FEATURE INPLACE 3 1&0 0 a OHP OHP J OHP 1 OHP 0 P OHP OHP 0 OHP H —011f OWP - OH OH 0 LEGEND O Q DNOo ( u / ® EXISTING WATER METER jz ROW o ssvao G ° - z 28 m0 a \ 2 a5 8 0 EXISTING WATER METER ssvao m ° o \ ° c 8` 20 28 -A0 w TIT "� ssras o. 3 er G w myo _ EXISTING WATER LINE TIT TTT / I'N a^z ° oag`� P02 RITmu '�.�� ( —s— EXISTING SEWER LINE $0 28 x _�."TIT Tog �w \� W PmI p`- —G— EXISTING GAS LINE a o.m u G m m)L70 I p EXISTING FIRE HYDRANT w m x w m EXISTING GATE VALVE N N GATE VALVE 8 FIRE HYDRANT I I ■ WATER METER THRUSTBLOCK • RECOMMENDED POTHOLE LOCATION I I RECOMMENDED POTHOLE 1 WER 2TELECOM 0' 20' 40' 3WATER LINE 4GAS SERVICE 5STORM DRAIN 6SANITARY SEWER LINE SCALE: 1"=40' p DESIGNED, VPRcuFO. METRO TRANSIT CAPITAL DIVISION DATE 60 �O SUBMITTAL Jacobs D PENG NOVEMBER 2021 D��, RAPIDRIDE 1 LINE m kg King County cxecrce0: PNwEmao METRO REUTIILLITYPLANSEGMENT 0MMNGNO 1UT•14 %%X EDOSfifiE18 N0, RE, sioN BY nPPO oA E aECPveD: LONTWTN° TAL-21 71+00 TO TAL-21 76+00 N""EETN° D` METROPROJECTENGINEER CXNXXYYX% 277 XXXX W-421415 S-421415 R-4214277 T N 1 N 1 II M 5 �o$ mE e�= mmq —ax= as 0s I 0 a J� s` O O o � p vJp ! q I W- i ° Nl JAI -91-I INFI 0 0 SS ss ss ss + ROW to .9 GENERAL NOTES 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. UTILITY NOTES OREMOVE EXISTING HYDRANT OR STAND PIPE \u o REMOVE EXISTING METER w \ 05 \ O3 ADJUST EXISTING VAULT m INSTALL WATER METER <$soe"O5 INSTALL HYDRANT ASSEMBLY zN"m 'A°o. �( +:% �e O6 ADJUST EXISTING METER �p�S d'a7"J°Jm<N a"ZOm J°O Z�� NaOU %"5 56�6� `"mJ��"�mm od.�•r ��-� \ G <<„°N o° �"„� <NN of `'mod '`' a "g`<.n o^s O7 ADJUST EXISTING VALVE BOX ADJUST EXISTING HANDHOLE OR MANHOLE ° REMOVE EXISTING VAULT REMOVE UTILITY POLE (BY PSE) m RELOCATE UTILITY POLE (BY PSE) 'O BE RELOCATED BY OTHERS \\ \ o `'C ® = 24 RELOCATE EXISTING VAULT o mG B CO r6 N M,9 a ux�B dry ZWmom mZW" so 25 RELOCATE EXISTING JUNCTION BOX OR SERVICE CABINET ON09 . J 26 RELOCATE HANDHOLE OR MANHOLE Jo-NGs 05 SHOO 27 UNDERGROUND ELECTRICAL SERVICE (BY PSE) UNDERGROUND TELECOM SERVICE $w Za miM M M M O UNDERGROUND GAS SERVICE 90+00 qM 9'+00 O INSTALL 463-LA SERVICE VAULT 50 Woa 50 40 ADJUST GAS VALVE (BY PSE) � O PROTECT EXISTING FEATURE IN PLACE D It 5s SS 55 ssvao m �D ssrIlo J Wmm cows° 1�� rt4 J rw 5� mom° ab"J —dHo H d 1 JNOJ i LEGEND dH0 Va9� n 0 ss"o ivd Im 1 Nouni3o]A i ® EXISTING WATER METER avna o 1 l y 0 EXISTING WATER METER drvra o vn wJ — W — EXISTING WATER LINE ge5 —s— 0 0 u O� $ EXISTING SEWER LINE 4 i7 a s —c— EXISTING GAS LINE m O 6 to ^ '�,."3= d,o m SitA EXISTING FIRE HYDRANT iN, o'?Oom �c�w D7 EXISTING GATE VALVE °°.o*N% r l J� o• a � ono'" N GATE VALVE FIRE HYDRANT rmm° W ■ WATER METER " THRUSTBLOCK • RECOMMENDED POTHOLE LOCATION RECOMMENDED POTHOLE 1 2TELECOM 0' 20' 40' 3WATER LINE 40AS SERVICE 5STORM DRAIN 6SANITARY SEWER LINE SCALE:1"=40' 60% SUBMITTAL ' Oacobs � W FENG King County METRO METRO TRANSIT CAPITAL DIVISION RAPIDRIDE 1 LINE REUTIILLITYPLANSEGMENT TAL-21 86+00 TO TAL-21 91+00 mNOVEMBER 2021 D� caecrceo: %%X PROJ E00E 18 o E905fifiE1 NGNC o�M1UT•15 No RE`, SION BY APPp) DATE CHECKED : METROPRNECTENGINEER LONTRACTNU. CXNXXYYX% N""EETN°l Of 278 XXXX W-421416 S-421416 R-4214278 it T N A� 1 ` N GRASS OS 5S _ OR \w so�fi 0 33 PA �C Ya V 60% SUBMITTAL No, I REV SION GRASS BY I APP'D I DATE SS / / ss so os ssH ZZ / sszq, :P4 rq I / o� ROW NE 4 Jacobs SO GRAVEL LU Q Tr7 J J LU �egh ogos 5 tS CONC s SD — SD GRASS f�k r% / �"�osoa�4z >, osyo gc c I BRUSH G GRASS RASs 00 s S .q O. BRUSH GRASS 55 — q2� �.F�4e zsssiaz cy , Gyq`%j 2' BJ4 y2 cqJ �• cq cq kg King County METRO GENERAL NOTES 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. UTILITY NOTES OREMOVE EXISTING HYDRANT OR STAND PIPE OREMOVE EXISTING METER OADJUST EXISTING VAULT OINSTALL WATER METER OINSTALL HYDRANT ASSEMBLY OADJUST EXISTING METER OADJUST EXISTING VALVE BOX 20 ADJUST EXISTING HANDHOLE OR MANHOLE (D REMOVE EXISTING VAULT OREMOVE UTILITY POLE (BY PSE) 23 RELOCATE UTILITY POLE (BY PSE) 24 RELOCATE EXISTING VAULT 25 RELOCATE EXISTING JUNCTION BOX OR SERVICE CABINET 26 RELOCATE HANDHOLE OR MANHOLE 27 UNDERGROUND ELECTRICAL SERVICE (BY PSE) 28 UNDERGROUND TELECOM SERVICE 29 UNDERGROUND GAS SERVICE OINSTALL 463-LA SERVICE VAULT 40 ADJUST GAS VALVE (BY PSE) OPROTECT EXISTING FEATURE IN PLACE LEGEND ® EXISTING WATER METER 0 EXISTING WATER METER —w— EXISTING WATER LINE — s — EXISTING SEWER LINE —G— EXISTING GAS LINE A EXISTING FIRE HYDRANT D7 EXISTING GATE VALVE N GATE VALVE A FIRE HYDRANT ■ WATER METER THRUSTBLOCK • RECOMMENDED POTHOLE LOCATION RECOMMENDED POTHOLE 1 2TELECOM 0' 20' 40' 3WATER LINE 3WAS SERVICE 5STORM DRAIN 6SANITARY SEWER LINE SCALE:1"=40' METRO TRANSIT CAPITAL DIVISION ""' RAPIDRIDE 1 LINE NOVEMBER 2021 RENTON SEGMENT DRAMNGND UTILITY PLAN 1UT.16 CAR 32+00 TO CAR CAR 36+50 GHE"HD' G. 279 XXXX W-421417 S-421417 R-4214279 T N Al 1 N 1 an Ir _ o N m q °C B T flNW% ps ¢J4s 1 3 Js 79 �' P SUMPa3 CPP N m B° 1 R7GNT M o 3 J a i � \ 4 55 No, mPaJZ�PP S °GB 5 Wlf1a Js Maixx TOPJx06'7�CPP. S�aJJ9 jC h h2 ASPN SD DNS h� PIANTER 0. GRASS 43+00 SD SD - lu WI 0III-- .o + a$ — as SOOR 'SW1a Tg Ri �Ja7j� AOaaJ4J e_ 60% TO BE SUBMITTED AT A LATER DATE 11 V NPc zjen �OW $D SD—� c� SUMP<<J311 N 4 SOCB lE 414,13 J0 !f. S`MSPa3as a7Mz 4p7F�1 wJ'� s Mo sJMc . SOM 'J' Di 5 70^ ROp 4 7f4 R7Ma RCP 7f� 7f(sjS. 3JJ oz' 0>7. SNMPaJ 6'Z 7C PAPS v CL 7fi �PfA, 60% SUBMITTAL RE, SION BY I APP'p I EASE APA�A ROW � (,1^ 9•" �1 x N,f.^P 1J5 �� CORO Elly V, mI vi * 1^J L.,!:. Jacobs W "OS`T �0 POST ASPN \ BILLBOARD DNA _ p � A$PH 46+00 � — 47+00 av ® 1 1 o SO GRASS �- - - w w P >A+n 7Zn 1q°(f ®MWf( NO LEFT TOR 276J / 0`7^®MWf ASPN LE%ACO $ PROPANE TANK STATION / 0040 C$ ONC d FILL SW$as G PA0 C GAB I \ 6 ® STATOR ®A/Wf( tOPNSf� 9qSOOp 0, apcl . SO, R� 1 tOpNS1aJ5 AMaJ SOC6 Sf0aS�6 xSx B9• SO BST/NC SGCfOaJJx 4 'J8' 7E MaJST7$O J.6• A✓c 7f(fja t2 ('yC sE�ry�'9 xT7. REA.. ®MWf< SSMN J2. PPC 7F(NfaJ19 (70 M0 7F(WSJa sG2 j9M<J Fre, � 7fn.. Js>..S' kg King County METRO GENERAL NOTES 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. UTILITY NOTES OREMOVE EXISTING HYDRANT OR STAND PIPE O2 REMOVE EXISTING METER OADJUST EXISTING VAULT OINSTALL WATER METER OINSTALL HYDRANT ASSEMBLY OADJUST EXISTING METER OADJUST EXISTING VALVE BOX 20 ADJUST EXISTING HANDHOLE OR MANHOLE GREMOVE EXISTING VAULT OREMOVE UTILITY POLE (BY PSE) 23 RELOCATE UTILITY POLE (BY PSE) 00 T4 RELOCATE EXISTING VAULT U25 RELOCATE EXISTING JUNCTION BOX OR SERVICE CABINET GRASS 26 RELOCATE HANDHOLE OR MANHOLE I — 27 UNDERGROUND ELECTRICAL SERVICE (BY PSE) LW yP -T 28 UNDERGROUND TELECOM SERVICE W O UNDERGROUND GAS SERVICE W 0O INSTALL 463-LA SERVICE VAULT ozz°( ( 40 ADJUST GAS VALVE (BY PSE) JGS^' O 0 PROTECT EXISTING FEATURE IN PLACE n LEGEND Q U ® EXISTING WATER METER 7 W O EXISTING WATER METER Z —`/+— EXISTING WATER LINE J N = — 5 — EXISTING SEWER LINE _ FC) — G — EXISTING GAS LINE < A EXISTING FIRE HYDRANT Al EXISTING GATE VALVE ` ®NWEL MONITORING WELL N GATE VALVE A FIRE HYDRANT ■ WATER METER THRUSTBLOCK • RECOMMENDED POTHOLE LOCATION RECOMMENDED POTHOLE L ATIO 1 POWER 2TELECOM 0' 20' 40' 3WATER LINE 40AS SERVICE 5STORM DRAIN 6SANITARY SEWER LINE SCALE: 1"=40' METRO TRANSIT CAPITAL DIVISION mm, RAPIDRIDE 1 LINE NOVEMBER 2021 RENTON SEGMENT DRAVANGNo: UTILITY PLAN 1 UT.17 CAR 42+50 TO CAR 47+50 sly N° OF 280 XXXX W-421418 S-421418 R-4214280 I GENERAL NOTES 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. UTILITY NOTES 60% TO BE SUBMITTED AT A LATER DATE iO REMOVE EXISTING HYDRANT OR STAND PIPE O2 REMOVE EXISTING METER <1N)=3)?M�,36 cPc O ADJUST EXISTING VAULT suMP=3>24' IE' O4 INSTALL WATER METER SDCg Rim riSUMP=366,3' 377.81 EN=m3 4 12 cua Noo 0 rz PIPESo.]4 JUST EXISTING METER ssMH Tz RIM .m tz"cMP VlslgnE PIPES 1+T=,p ^^5 INSTALL HYDRANT ASSEMBLY IE(NE)-361 ICON BUMP=3] SUMP=369J' � CUP TRONHLINE IE(E)=3]� � IEMW}3T612' B CONC I 22' IE(w} 3] _ BSMH T2 RIM=3]0 O IE(B)=360.6' 1 CONC I SDCa T1 IE(N)=363 .69' 2'CON \�(( IE(BE)=363.> 6p0C IE(B)=3aq e1A112, 33' O7 ADJUST EXISTING VALVE BOX 12 6'PVC CK ®;IQV TOP BED=383,]•cup O ADJUST EXISTING HANDHOLE OR MANHOLE RT IS 20 DI(SE)=365.aa' O �SIM� m — \ S M3 LT M MV G REMOVE EXISTING VAULT Q _ No PAR Soc _ O REMOVE UTILITY POLE (BY PSE) STOP O 00 °000 ) s 0p0 O 02c5c OppOQ A° O o Op P — _ 23 RELOCATE UTILITY POLE (BY PSE) 3B v C c�,S Is� 0 SD Oho. 0 VVOgn„o0- 2168 2169 p�Op pS MULCpO 00 �q) RELOCATE EXISTING VAULT eo o ?Y/ 0 2 orvc ocarvc 3 �p 000 L7 00 5 RELOCATE EXISTING JUNCTION BOX OR SERVICE CABINET _ CONc O d d BUS STOP TRASH CAN AHEAD STOP RELOCATE HANDHOLE OR MANHOLE PEED LIMIT — — — \ 3= C' MONITOR 27 UNDERGROUND ELECTRICAL SERVICE (BY ESE) W T E zt 28 UNDERGROUND TELECOM SERVICE O STORM D x 6^_4A urv" WN O UNDERGROUND GAS SERVICE O G NO Ja'_99' MwEL pHT4OOLE W MMMU 5144P40wN 1�soo`ca Tt RIM=3s1,66, LO INSTALL 463-LA SERVICE VAULT BDMH 3 "_z 52#IM)=388.6' 12" 0=364 RIM=36)33 IN2, 1X1.5 -� M')•444 V864' 21CONC 12' r IE00-364.3 12^ CUP 4 P �C4AR-LINE- — o I 40 ADJUST GAS VALVE (BY FEE) W CHIP O BUMp=3 CMP BENCH SH CAN T T T T T T =38>.8' _ 48 G G G G G PHOTO ENFORCEDO O PROTECT EXISTING FEATURE IN PLACE BHP T SD CONC _ T22gO- pRIGATIONGSD IXrGS 1.0CHID o SD o 65 62 _ LEGEND T sD � / O � T w c eLo BUS SHELTER GRASS © 8 a^RK 34. GRASS as S SD 3el U B1 EXISTING WATER METER O ii - RASS _ _ _ _ So SD I CONNECTS O EXISTING WATER METER 0 T M 1 T - ti^ WEN — O - BUMPD SOCK i1 I CULVER W + _ 0O0 Ooo00 coNc o IE RIM=3e6.64 z —`AI— EXISTING WATER LINE lE RA4 EKED BARK O O IE _ a" 12SCMP J d{ O O O 000 (� �O ,z �p�� 3 (N)=383 (� H23 MEYER O BOO (-]-F�Ya1-TJ^J� ASPH IF (�383.5 112••Cop 83- Q _T (DOWN O 06 1 `f v' / i'liC,J/O' (w) SUMP=3a1MP PC K Ir = -5 EXISTING SEWER LINE >I E o sDcO _ .a (..) — G — EXISTING GAS LINE OCK WALL PUfIER V IE(E)=3863 im 389.88' IF 12' CULVERT `- 4 METAL I )-385.9' (NE)=389.53- qtc it EXISTING FIRE HYDRANT HANDRAIL EAS1NG PMETAL IE(W- 12"CPP CPp p{ BUILDING 12.1 3�BARK Q HANDRAIL.W SOCB 71 BUMP- W O \J J ND O p m/ CONC BENCH O IE(SE)331>2`68 PVC12- CUP 849' P EXISTING GATE VALVE p SSMH GRFgSE TRAP POTHOLE ASPHALT P I SUMP 3J]'? 12 FOR CON CONIC WpyL TOP STAND SOMH T2 RR4= ®MWEL MONITORING WELL V J G`� y 42 OBARK \ IE(N)=J569'M 166]08' No OR ATcu 3I55' CONNECTS TO BERVICE IE(E)=390] 12BCMp O6. O p 5.n Z E(w)=35BJ' 10'xnP IE(W)=389.ST t12' CPRY CPR N GATE VALVE U SUMP=366.0' A FIRE HYDRANT 84RK � N m`\ N. ■ WATER METER n THRUSTBLOCK • RECOMMENDED POTHOLE LOCATIO ce.ls' RECOMMENDED POTHOLE N L ATIO 1 POWER 2TELECOM 0' 20' 40' ATER LINE 4G 4GAS SERVICE 5STORM DRAIN 6SANITARY SEWER LINE SCALE: 1"=40' o ce6ICNED. APPROVED. METRO TRANSIT CAPITAL DIVISION DATE. 60 �O SUBMITTAL Jacobs DRUM P. NOVEMBER 2021 DEN RAPIDRIDE 1 LINE King County (EHISN D: PROJEmxO: RENTON SEGMENT DRAvnNBNO: m EOOEBBEIB METRO UTILITY PLAN 1 C7.18 ND. RE: SIGN Br APwO oATE NHECIED: CONTRACTN°. CAR 47+50 TO CAR 52+50 6HEr:TND: Of METROPRWECTENGINEER CX%XI((%%%X 281 XXXX W-421419 S-421419 R-4214281 N Al 1 N r� Y LU oGa y �n 0 — d 0 BENSON DR o (SR 515) o � o — O 0 ----------` o g 000 Q 100 0000I 00 '0Op sA000-O 6t 1 PI/ g o for O — o 0 SD I as G5 — I 60% TO BE SUBMITTED AT A LATER DATE i Not I NWN 'WWwo Gs �s G as GENERAL NOTES 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. UTILITY NOTES OREMOVE EXISTING HYDRANT OR STAND PIPE O2 REMOVE EXISTING METER OADJUST EXISTING VAULT OINSTALL WATER METER a m $ m OS INSTALL HYDRANT ASSEMBLY m ilndl $3=w� O6 ADJUST EXISTING METER RE, O7 ADJUST EXISTING VALVE BOX 20 ADJUST EXISTING HANDHOLE OR MANHOLE 1 1 08TH AVE SE (SR 515) I+00 (108TH-LINE) " cA � � 4�p �iI NPN N a 0==3 F �o w 3 pC BL061A AL s OS as as as F L.I.1 ✓ lJ o s 5 oNn ❑ Wn 0 phsOf + O o o$o i- 000 UQm za`� 05 Nil M p O ¢o NOmnil i 11 M. N ViA In" 5D I I a ❑ SEE SHEET 1 UTA 8 MATCH LINE CAR 52+50 21 REMOVE EXISTING VAULT 0 O REMOVE UTILITY POLE (BY PSE) 23 RELOCATE UTILITY POLE (BY PSE) 24 RELOCATE EXISTING VAULT q Ed0RELOCATE EXISTING JUNCTION BOX OR SERVICE CABINET w N26 RELOCATE HANDHOLE OR MANHOLE LLJ 27 UNDERGROUND ELECTRICAL SERVICE (BY PSE) LEI (p 28 UNDERGROUND TELECOM SERVICE OUNDERGROUND GAS SERVICE 1 1 O O INSTALL 463-LA SERVICE VAULT BB o -D O + 40 ADJUST GAS VALVE (BY PSE) s, O PROTECT EXISTING FEATURE IN PLACE 00 N w LEGEND Z_ ® EXISTING WATER METER J O EXISTING WATER METER _ -`A,- EXISTING WATER LINE Q - G - EXISTING SEWER LINE - G - EXISTING GAS LINE A EXISTING FIRE HYDRANT m EXISTING GATE VALVE ®MWEL MONITORING WELL N GATE VALVE )A FIRE HYDRANT ■ WATER METER THRUSTBLOCK • RECOMMENDED POTHOLE LOCATION RECOMMENDED POTHOLE L ATIO Z 1 POWER 2TELECOM 0' 20' 40' 3WATER LINE 4OAS SERVICE 5STORM DRAIN 6SANITARY SEWER LINE SCALE: 1"=40' 60% SUBMITTAL Jacobs a P. King County METRO METRO TRANSIT CAPITAL DIVISION RAPIDRIDE 1 LINE RENTON SEGMENT UTILITY PLAN CAR 52+50 TO 108TH 4+00 mNOVEMBERzoz1 c GeeD: m PNOJEUNJ: ECIDIME18 DrsnvnNGNO: 1 UT.19 No RE`, SION BY APwD DATE >ECo!) METROPROJECTENGINEER `CWTNO CX%XIIX 31�. OF 282 XXXX W-421420 S-421420 R-4214282 a W S w Rol 5g s Ro m$w d4x 9�0 �w�wxy A H w LLI 2 LLI LLI Ln O O S 00 O LJ Z J S H Q No, n i 60% SUBMITTAL RE, SION BY I APP'p I PATE GENERAL NOTES 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 600% TO BE SUBMITTED AT A LATER DAT RELOCATED, WORK SHOULD BE COORDINATED WITH EACH UTILITY. Pp(f UTILITY NOTES =1m a O REMOVE EXISTING HYDRANT OR STAND PIPE u _ yes I oom ~ um O2 REMOVE EXISTING METER o o P Sera a t2 to P�� I or- aaa n $0*11 o^$ a0 O3 ADJUST EXISTING VAULT w 1 m u M HW d�oi a� u fm - _P c„�� doe `m' O4 INSTALL WATER METER a nV N �w,npn 611 Om=wON j3nm 1 aun ao Na mU,-r-�jm pip¢ a I p a61m ,� Oil M� �, w\Pnnn OS INSTALL HYDRANT ASSEMBLY iW 6 Nzw3 N. PIIo= „^ --m m _�ma.�gwiwPNz„ ___ O ADJUST EXISTING METER inn nl ut� wws Pba `�d�o o�3W`._0 ye a A Y o�Ni-'� --� - _ie--- O7 ADJUST EXISTING VALVE BOX �= .--. -u m m 3'� .� m a m m ADJUST EXISTING HANDH LE R MANHOLE < iio ism ., - mm 20 JUS S G 0 0 0 e �N sw a 2O REMOVE EXISTING VAULT m w o O D z i �'�' w� w O REMOVE UTILITY POLE (BY PSE) O SD SD T 0 T o T U OO 0 O O 23 RELOCATE UTILITY POLE (BY PSE) h w w - - - - � - �eTT ® 24 RELOCATE EXISTING VAULT 1 1 —�— 1 SsyaO 1 1 se ONOD SIDot SD d — 25 RELOCATE EXISTING JUNCTION BOX OR SERVICE CABINET S SS d SS 55 m ON _ _ _ _ _ _ _ 26 RELOCATE HANDHOLE OR MANHOLE or 3 I 27 UNDERGROUND ELECTRICAL SERVICE (BY PSE) 108TH AVE SE (SR 515) No 28 UNDERGROUND TELECOM SERVICE +00 7+00 j108TH-LINE) B+oO s+oo 0UNDERGROUND GAS SERVICE ' ° ° ° ° ° ° _ O INSTALL 46&LA SERVICE VAULT 0 m 40 ADJUST GAS VALVE (BY PSE) PROTECT EXISTING FEATURE IN PLACE IPI Jacobs D STOP e v �� d m D s s s a LEGEND Ol iyo ® EXISTING WATER METER a I/ T O EXISTING WATER METER _ - f m$P _,�, ) 9 -w- EXISTING WATER LINE EXISTING SEWER LINE y - G - EXISTING GAS LINE I �m:N A EXISTING FIRE HYDRANT IN EXISTING GATE VALVE yI ®NWEL MONITORING WELL I I N GATE VALVE I v I I e y q I A FIRE HYDRANT a . oil ■ WATER METER N i� ^ THRUST BLOCK I I xn nN w 3 a ■ RECOMMENDED POTHOLE LOCATION j I I RECOMMENDED POTHOLE ' L ATIO Z 1 POWER 2TELECOM 0' 20' 40' 3WATER LINE SERVICE 5STO 5STORM DRAIN 6SANITARY SEWER LINE SCALE: 1"=40' DEsicxen APPRI. METRO TRANSIT CAPITAL DIVISION mm. X%X P.ENG RAPIDRIDE 1 LINE NOVEMBER 2021 oanwu k King County caEweD: PRWIl ND: METRO RENTON SEGMENT DI)oA RD: m E0056l UTILITY PLAN 1 UT.20 Me(Cs): COWlIMTNO 108TH 4+00 TO 108TH 9+00 SHIRTH6 OF METROPROJECTENGINEER C�(IX 283 XXXX W-421421 S-421421 R-4214283 AI 1 N am w Rol 5g $E� gym= �s €cg �x co �Jp� i� " ���pm � a3Wo p^ 1^ nR •_� __ ;, �W WO sQ0 In u�w�Gn 3o�m Oa5 w 0 MIX 3no' o > no m 0 m�p@ V®Con a orvo P— M d -- F- 1 1 1 y a5 as as =—=R as- 0 DO O 9 14+00 h — o � 0 0 =�— T T T rT T I F A m as �o = I CI F o NV�\x -' 00 o o ' LLl WIT No, 60% SUBMITTAL RE, SION BY I APP'E I EASE 60% TO BE SUBMITTED AT A LATER DATE o m I I SS I�� I �I II x GENERAL NOTES 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. UTILITY NOTES OREMOVE EXISTING HYDRANT OR STAND PIPE O2 REMOVE EXISTING METER OADJUST EXISTING VAULT I I � OINSTALL WATER METER OS INSTALL HYDRANT ASSEMBLY ADJUST EXISTING METER �sSa O7 ADJUST EXISTING VALVE BOX 20 ADJUST EXISTING HANDHOLE OR MANHOLE V rc N 21 REMOVE EXISTING VAULT Sw < m RR $-p.off m"_^'. �, O REMOVE UTILITY POLE (BY PSE) w AN S o 23 RELOCATE UTILITY POLE (BY PSE) �N � Ir Q II �ww mw----'^ T4 RELOCATE EXISTING VAULT a o O I \ Si m pp m 25 RELOCATE EXISTING JUNCTION BOX OR SERVICE CABINET LLl 26 RELOCATE HANDHOLE OR MANHOLE — P 27 UNDERGROUND ELECTRICAL SERVICE (BY ESE) JNOO —05 SD SD SD SD as 05--as--aS—GB--- 28 UNDERGROUND TELECOM SERVICE OUNDERGROUND GAS SERVICE TH (SR 515) �S 3nd H18� INSTALL 46&LA SERVICE VAULT + 16+00 + 40 ADJUST GAS VALVE (BY ESE) 108TH-LINE + O PROTECT EXISTING FEATURE IN PLACE -T— Jacobs T T T T LEGEND ONm zg -- ® EXISTING WATER METER —dHO dH0 dH0 dH0 dH0 dH0 � O EXISTING WATER METER —`A,— EXISTING WATER LINE — 5 — EXISTING SEWER LINE s ? — G — EXISTING GAS LINE NA $ N A EXISTING FIRE HYDRANT m EXISTING GATE VALVE ®NWEL MONITORING WELL N GATE VALVE JR FIRE HYDRANT ■ WATER METER THRUSTBLOCK • RECOMMENDED POTHOLE LOCATION RECOMMENDED POTHOLE L ATIO Z 1 POWER 2TELECOM 0' 20' 40' ATER LINE 4G 4GAS SERVICE 5STORM DRAIN 6SANITARY SEWER LINE SCALE: 1"=40' kg King County METRO METRO TRANSIT CAPITAL DIVISION ""' RAPIDRIDE 1 LINE NOVEMBER 2021 RENTON SEGMENT HIAYANGxo UTILITY PLAN 1 UT.21 108TH 13+00 TO 108TH 18+00 sly' . OF 284 XXXX W-421422 S-42142 R-4214284 T N I N In rr GENERAL NOTES 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. UTILITY NOTES OREMOVE EXISTING HYDRANT OR STAND PIPE O2 REMOVE EXISTING METER / O ADJUST EXISTING VAULT O4 INSTALL WATER METER a OS INSTALL HYDRANT ASSEMBLY aW h / I Z Z Z // O ADJUST EXISTING METER U U - O7 ADJUST EXISTING VALVE BOX pe: a o n o 20 ADJUST EXISTING HANDHOLE OR MANHOLE $ N $ i. n 21 REMOVE EXISTING VAULT z Cl 11 " -_-�IV �2- F'" a 'i Jo p;�= O REMOVE UTILITY POLE (BY PSE) m 93 00 - 23 RELOCATE UTILITY POLE (BY PSE) ROW N "V0 LU a J� V _ _e a� 24 RELOCATE EXISTING VAULT �f�'�J'�'���q'� � GG - SS"O - - -_ -L 2uwzm -- Sw80 25 RELOCATE EXISTING JUNCTION BOX OR SERVICE CABINET jam ,9 p k j 1 26 RELOCATE HANDHOLE OR MANHOLE SKI "'tl OS as as as -- 27 UNDERGROUND ELECTRICAL SERVICE (BY PSE) zz io 28 28 UNDERGROUND TELECOM SERVICE 108TH AVE SE Sk 515) -� 50 zo } NO NO 2S 5O O UNDERGROUND GAS SERVICE 28+00 + 3T+0G- + /y��7�yyyp� O INSTALL 463-LA SERVICE VAULT + (108TH-LINE)•• "'40 ADJUST GAS VALVE (BY PSE) 3 i 1 1 1 j 1 1 j 3 1 1 1 1 0 1 1 1 j O PROTECT EXISTING FEATURE IN PLACE c c c c c c 50 c c _3 c c c a as M M M M --- -- W jw w LEGEND dHO dHO d �mri hM �ry a / \ ® EXISTING WATER METER — "ma s a �e ROW _ o p /6 Sspl° 0 EXISTING WATER METER T m ON00 .9 / _ -W- EXISTING WATER LINE lNM 9NOJ ,9 N r �' 31tl0 a n N - s - EXISTING SEWER LINE N u -no s e (n 00 / " —G EXISTING GAS LINE m "_ n .. w - ' ' (0 W _ e e e e �. A EXISTING FIRE HYDRANT E Cn Nm_a 3 gae Anew " 00 N M EXISTING GATE VALVE = LU =_ a5 �$ w3�amp (n m--_ N GATE VALVE Q fi 6�w�apo I A FIRE HYDRANT ~� w"5 0 a Fry $o;3Np I ■ WATER METER THRUSTBLOCK 3e�nei �o�~ - '^I "0 - � I • RECOMMENDED POTHOLE LOCATION 'mwm� n gww :Io k-- M mw I z� ..w=€o I I ° I I RECOMMENDED POTHOLE Z 1 2TELECOM 0' 20' 40' 3WATER LINE SERVICE 5STO 5STORM DRAIN 6SANITARY SEWER LINE SCALE: 1"=40' o DeSICGI VPRI METRO TRANSIT CAPITAL DIVISION DATE 60 �O SUBMITTAL Jacobs D PENG NOVEMBER 2021 DM�, RAPIDRIDE 1 LINE King County CHECKED: PROJEC71W METRO RENTON SEGMENT DRAMNGND xrx : ECM66EM UTILITY PLAN 1UT.22 No. Reason Pr acv0 DATE CHECKED : COMPACTNp. 108TH 28+DO TO 108TH 33+DD GHEET"n D` METROPRNECTENGINEER CXKK =K 285 XXXX W-421423 S-421423 R-4214285 NT T N AI 1 N n rr a W s W Rol 5g sad m= �s €cg 9zo �w�xy —ax= HdSV 5� gyp° A�� / - 0ww5� FIRE HYDRANT 50 \ \ ROW Hess -- ��. ao_.. rcHp? ROW u rva aNH rL d _ dHO `SS w Vm'n u"o sz, b. —n3 �W e z1 WW I H_r a :u PO 1311d �W�3N wo I .g zom w3N oQyE�o i wZa;3 of 8 oGNLL0 3x0O U ` =ROW —� mw Mo / SEE VOLUME oN FOR CITY OF KENT oNG� IMPROVEMEN S 0 8* ssaao m me p �wiq� Yd = oa y4m mw am 1 6 1(I0m } fiz z _20 0 N R\ L 1 GENERAL NOTES 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. UTILITY NOTES OREMOVE EXISTING HYDRANT OR STAND PIPE O2 REMOVE EXISTING METER OADJUST EXISTING VAULT O4 INSTALL WATER METER OINSTALL HYDRANT ASSEMBLY OADJUST EXISTING METER OADJUST EXISTING VALVE BOX 20 ADJUST EXISTING HANDHOLE OR MANHOLE GREMOVE EXISTING VAULT OREMOVE UTILITY POLE (BY PSE) 23 RELOCATE UTILITY POLE (BY PSE) 24 RELOCATE EXISTING VAULT 25 RELOCATE EXISTING JUNCTION BOX OR SERVICE CABINET 26 RELOCATE HANDHOLE OR MANHOLE 27 UNDERGROUND ELECTRICAL SERVICE (BY PSE) B e�o 26 UNDERGROUND TELECOM SERVICE OUNDERGROUND GAS SERVICE M M OINSTALL 463-LA SERVICE VAULT 0 40 ADJUST GAS VALVE (BY PSE) ,I 57+00 O PROTECT EXISTING FEATURE IN PLACE LEGEND —aa ® EXISTING WATER METER O EXISTING WATER METER —W— EXISTING WATER LINE — G — EXISTING SEWER LINE — G — EXISTING GAS LINE A EXISTING FIRE HYDRANT m EXISTING GATE VALVE ®MWEL MONITORING WELL N GATE VALVE JR FIRE HYDRANT ■ WATER METER THRUSTBLOCK • RECOMMENDED POTHOLE LOCATION I RECOMMENDED POTHOLE L ATIO T 2TELEcoM 0' 20' 40' 3WATER LINE SERVICE 5STO 5STORM DRAIN 6SANITARY SEWER LINE SCALE: 1"=40' 60% SUBMITTAL Jacobs P. King County METRO METRO TRANSIT CAPITAL DIVISION RAPIDRIDE 1 LINE RENTON SEGMENT UTILITY PLAN 108TH 52+00 TO 108TH 57+00 mNOVEMeERzoz1 c GQED: m PROJEUN: EDDIME18 )lAaNGN0 1 UT.23 N0, RE: si N BY aPwO oA E O ECMD METROPRNECTENGINEER `OW` TN° CX%X�((%%%X sly N° OF 286 XXXX W-421424 S-421424 R-4214286 Nt T N N am rr T N N I ►i i S GRADY WAY FIRE HYDRANT PROFILE %A� GRA STA - 16+43.56, 51.92' LT 1 UT.06 SCALE: SHOWN S GRADY WAY FIRE HYDRANT PROFILE rB-� GRA STA - 20+57.08, 43.00' LT 1 UT.07 SCALE: SHOWN S GRADY WAY FIRE HYDRANT PROFILE GRA STA - 24+40.93, 52.25' LT 1 UT.O8 SCALE: SHOWN 0' 10, 20' HORIZONTAL SCALE 0' 5' 10, VERTICAL SCALE 60% SUBMITTAL � METRO TRANSIT CAPITAL DIVISION mNOVEMBER w P. ENG RAPIDRIDE 1 LINE 2021 Jacobs King County RENTON SEGMENT UIEGED: PNwEUNx DRAWNCN0 m EOOE88E18 METRO UTILITY PROFILES 1UP.01 CECMEO: CORTRCTNO. SHEETHO OF No, REV SION OY APP'0 DATE METRO PROJECT ENGINEER 287 XXXX W-421425 S-421425 R-4214287 R-4214288 1%YK 0 sewR p TALBOT RD S eON p e� O O I � TALBOT RD S WALL R07R CIP CONC WALL KC METRO TYPE COMBINED SEE SHEET 1R1.07 a00 90 � a � SHP'RUGK PVES ;- w a y� w 2 LAKE AVE S RA/NFRA�f S Rp,\NER PVES BENSON DR S xx--, F 17 ICE RETAINING WALL KEY MAP - RENTON 0 00 NOT TO SCALE x rc y> A� Sri$ EDESicNED. APPROVED: � 0 60% SUBMITTAL Jacobs Vl. D CH. RASH P.ENG R pe wasyN9 f wux++: qo �e °CT M m 5 °x w °Gx King County e AEG X.wuCHECKED FNOIECE11D METRO w PO�` �RAL'���r X.WII CONTRACTING I " °'GNAL 8�0 cNEcxm coxrnecTxo. p Na. REVGIOv BY APP'p DATE METRO PROJECT ENGINEER CXX%%%%%X METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT RETAINING WALL KEY MAP 1 OF 3 moo. c NOVEMBER 2021 1 R0.01 rNO: OF 289 XXXX R-4214289 60% SUBMITTAL Na. I REVGION BY I APP'B I -ATE RETAINING WALL KEY MAP - RENTON (CON'T) NOT TO SCALE .;acobs H. ,p+ oeM Dc�f wux++:cl r _ C wl«G: X.wu �GNAL g�0 cxEcxm METRO PROJECT ENGINEER P. ENG King County METRO PxaE6Exo E00558E18 �� METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT RETAINING WALL KEY MAP 2OF3 NOVEMBER 2021 1 R0.02 r NO 290 XXXX R-4214290 60% SUBMITTAL Na. I REVGION BY 1 APP'D I -ATE .;acobs NOT TO SCALE H. ,p+ oeM Dc�f cl CRAM C.WILCGX CHECKED: X.Wu TONAL g�0 CHECKED METRO PROJECT ENGINEER CITY OF CITY OF RENTON KENT P. ENG King County METRO `O EM00566E1558E18 �� METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT RETAINING WALL KEY MAP 3OF3 NOVEMBER 2021 DRAWING NO 1 R0.03 SHEE*ND: Of 291 XXXX R-4214291 AP WALL R01 L WALL R014 56+= LAYOUT LINE TAL-21 56+27.14 7.14 RT 30.8T AP WALL R01 L 0+20.03 = TAL-2156+41.14 ` RT 30.94' 7 SID WALL R01L 0+00.00- 1 NO TALL RT 24,82' ALL -2156+27.18 WALLJR01L 0+26.07= TAL-21 56+41.17 RT 24.91' w w w w w w w S TALBOT RD (TAL-21-LINE) 355.67' WALL ROIL - PLAN - CIP CONC WALL KC METRO TYPE COMBINED TAL-21 56I 27.18 ELEi 99.4 TAL-2156+27.14 ELEV 99.4 — 0 �S TOP OF WALL I I EXISTING GROUND AT BACK OF WALL TOP OF SIDEWALK BOTTOM OF WALL +4117 ELEV99.6 ELEV99.5 14 w— GENERAL NOTES 1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2. SEE RENTON SEGMENT ROW, SURVEY CONTROL AND ALIGNMENT PLANS FOR ROADWAY ALIGNMENT INFORMATION. LEGEND — UD — WALL UNDERDRAIN EXISTING GROUND 0 PEDESTRIAN GUARDRAIL OR TRAFFIC BARRIER RETAINING WALL ---- RIGHT-OF-WAY(EXISTING) RIGHT-OF-WAY (PROPOSED) PROPERTY LINE (EXISTING) • • — TEMPORARY CONSTRUCTION EASEMENT -0r10 OqJ 0*20 OHO 0' 5' 10, WALL ROIL - DEVELOPED ELEVATION - CIP CONC WALL KC HORIZONTAL SCALE METRO TYPE COMBINED 0' 2.5' 5' CALL 811 BEFORE YOU DIG VERTICAL SCALE 0 DESIGNED. WPRMD: METRO TRANSIT CAPITAL DIVISION DATA 60 /o SUBMITTAL ' NOVEMBER 2021 Jacobs a cO s ivT D H. PACCI P. ENG F Dp WAq N9�f DRAM RAPIDRIDE I LINE H DACCI � King County w" CHECKED: PROJECTNO: METRO RENTON SEGMENT DMWING NO PO`� 921 ° �� Xwu E00566E18 RETAINING WALL PLAN AND ELEVATION 1 R1.01 �0. URAL G1T sAONAL � cHEORm: caxmAcrxD. sxPr:Txo: or ND. R-,WK N BY APPD DATE WALL R01 L METRO PROJECT ENGINEER CX%%%%%XX 292 XXXX R-4214292 57+00 S TALBOT RD - (TAL-2I-LINE) - GGG G G G G G G BEGIN WALL WALL R02R 0+00.00 = TAL-2156+85.02 G c G c G RT 16.72' AP WALL R02R 0+04.87 TAL-21 56+85.10 I L RT 21.59' END WALL WALL R02R 0+67.72 = TAL-2157+37.26 RT 15.62, AP mmKKmm Ell 54 WALL R02R 0+10.48 RT 21,50' AP AIR AP WALL • I 0+43.02 WALL R02R 1 • 1 IN W ROW RT 26.89' LAYOUT LINE TAL-2157+11.17 RT 26.71, TCE J WALL R02R - PLAN - CIP CONC WALL KC METRO TYPE PEDESTRIAN M r GUARDRAIL TYPE 1 f n + ¢ .rc N +o n$ O p no N O, N O_ o iOILn O W 2i ry JQ 6arw - ELI I-w ¢ wow Z > N> N DID! QI-w J F m H W Q F w W TOP OF WALL & TOP OF SIDEWALK GENERAL NOTES 1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2. SEE RENTON SEGMENT ROW, SURVEY CONTROL AND ALIGNMENT PLANS FOR ROADWAY ALIGNMENT INFORMATION. LEGEND — UD — WALL UNDERDRAIN EXISTING GROUND PEDESTRIAN GUARDRAIL OR TRAFFIC BARRIER RETAINING WALL ---- RIGHT-OF-WAY(EXISTING) RIGHT-OF-WAY (PROPOSED) PROPERTY LINE (EXISTING) • • — TEMPORARY CONSTRUCTION EASEMENT TAL-2156+8502 EXISTING GROUND 1 � TAL-2157+37.25 ELEV 97.2 ',... AT FRONT OF WALL - _ ELEV 98.2 - TAL-21 56+8510 -- - -- — _ - ?- --- - ---- TAL-2157+37.31 5 ELEV 95.5 : : ! - - ELEV 96.2 TAL-21 57+37.39 56+9070 ELEV 951 ELEV ELEV 93.5 ' BOTTOM OF - - WALL TAL-2157+11.17 TAL-2157+21.39 TAL-2157+2940 TAL-2156+91.78. TAL-2156+96.79 ELEV 93.0 ELEV 93.2 _ _ ELEV 93.2 ELEV 93.3 ELEV 93.1 0' 5' 10, -D«ID D.DD 0+20 D.aD o.eD D«eD HORIZONTAL SCALE WALL R02R - DEVELOPED ELEVATION - CIP CONC WALL KC 0' 2.5' 5' METRO TYPE COUNTERFORT CALL 811 BEFORE YOU DIG VERTICAL SCALE U DESIGNED. W RDVED: METRO TRANSIT CAPITAL DIVISION DATA 60 /o SUBMITTAL ' NOVEMBER 2021 Jacobs a cO s ivl H. D'ACCI P. ENG F DfwA°Nof DRAM, RAPIDRIDE I LINE H DAccl � King County �3 w CHECKED: PROJECTxo: METRO RENTON SEGMENT DRAWING NO �?`� "" ° �� Xwu EN566E18 RETAINING WALL PLAN AND ELEVATION 1 R1.02 �f. URAL G1T sAONAL � cHccxm: caxmAcrxD. sxFFTxo: or NG. R-,WKN 6r aPPD DATE WALL R02R METRO PROJECT ENGINEER CX%%%%%XX 293 XXXX R-4214293 TCE ..I— ._..--.. _.. _.. ._.. -.. _.. .. _. .. _.. _.. _.._.._ AP AP 3 r WALL R03L 0+06.00= PROPOSED TAL-2188+12.28 WALL R03L WALL R03L 0+fiS.00= , LAYOUT LINE ROW TAL-2188+75.28 �mlmm° t. d LT 33A2' Q WALL R03L0+00.00 = i - -•-• i i--- i -- ' TAL-2188+88+12.28 —�~ LT 27.4T OS 0 S TALBOT RD I (TAL-21-LINE) WALL R03L - PLAN - CIP CONC WALL KC METRO TYPE COMBINED 617.72, a5 �— END WALL WALL R03L 0+75.00 = TAL-2188+75.28 _ IT07 AT f m GENERAL NOTES 1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2. SEE RENTON SEGMENT ROW, SURVEY CONTROL AND ALIGNMENT PLANS FOR ROADWAY ALIGNMENT INFORMATION. LEGEND — UD — WALL UNDERDRAIN EXISTING GROUND PEDESTRIAN GUARDRAIL OR TRAFFIC BARRIER RETAINING WALL ---- RIGHT-OF-WAY(EXISTING) RIGHT-OF-WAY (PROPOSED) PROPERTY LINE (EXISTING) • • — TEMPORARY CONSTRUCTION EASEMENT :m Ws �o W G m 6 F W ~ w : 4 H Q o r a m o EXISTING GROUND - 3 m TOP OF WALL - - - w J : : : AT BACK OF WALL : its w W .mew n :...... zzz . ...... ......... ........ .......-..:... ............. —... — —-..-...... to TOP OF SIDEWALK TAL-2188+7528 TAL-2188+1228 BOTTOM OF : : - ELEV1082 TAL-2188+75.28 ELEV 1076 _ WALL _ ' TA-21 88+12 28 ELEV 108.1 ELEV 107.7 t :...... : : :....... :... ...105 01 51 10, -0.10 0100 0.m Uha 0.50 O.O HORIZONTAL SCALE WALL R03L - DEVELOPED ELEVATION - CIP CONC WALL KC 0' 2.5' 5' METRO TYPE COMBINED CALL 811 BEFORE YOU DIG VERTICAL SCALE of DESIGNED. WPRMD: METRO TRANSIT CAPITAL DIVISION DATE 60 /o SUBMITTAL ' NOVEMBER 2021 Jacobs a cO s iv1 D H. PACCI P. ENG F Dp WAq N9�f DRAM RAPIDRIDE I LINE H DACCI � King County yA w" CHECKED: PROJECTNO: METRO RENTON SEGMENT DMWIND NO. PO`� 5'�" ° �� X.wu EW566E18 RETAINING WALL PLAN AND ELEVATION 1 R1.03 �f. URAL G1T sAONAL � cHEDRm: caxmAcrxO. sxSr:Txo: or No R-,WK N BY APPD DATE WALL R03L METRO PROJECT ENGINEER CX%%%%%XX 294 XXXX R-4214294 S TALBOT RD S21030'33"W lz7j 89+00 GENERAL NOTES V} JAL-21-LINE) 617.72 \\ 1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. J \ 2. SEE RENTON SEGMENT ROW, SURVEY CONTROL AND ALIGNMENT 1} \ PLANS FOR ROADWAY ALIGNMENT INFORMATION. J \ LEGEND Li\ 0 9 0 9 9 0 9 9 0 0 0 `) 0 9— — UD — WALL UNDERDRAIN \ EXISTING GROUND PEDESTRIAN GUARDRAIL OR TRAFFIC BARRIER 0 0 9 0 9 9 0 0 0 9— RETAINING WALL BEGIN WALL WALL RD4R 0+00.00= ---- RIGHT-OF-WAY(EXISTING) TAL-21 88+27.24 RT 27.52' d �� d7SSss d dd��� �`��', d" d ss ss d---d RIGHT-OF-WAY (PROPOSED) d w' n---�-xerp b �F . . . ___ d ___yd . _ d" .—. d d �: i • �... ����' - ---- - i i i • i I PROPERTY LINE (EXISTING) END WALL ' ' WALL R04R 0+81.06 = ® , TAL-2188+96.24 • — TEMPORARY CONSTRUCTION EASEMENT ............ .............. ....7 "; ,. I 27.54' �RT AP B— drlo 1 1 >_ i i 1 AP - WALL R04R 0+06.11 = dH0 dHo d 1. - 1 1 WALL R04R 0+75.11 = TAL-2188+27.25 WALL R04R dHo dHo dHO-- TAL-2188+96.25 RT 33.63' LAYOUT LINE —dHo dH0 dHo RT33.49' N= EXISTING ROW WALL R04R - PLAN - CIP WALL KC METRO TYPE COMBINED OVER 20-0" HIGH PEDESTRIAN GUARDRAIL TYPE 1 _ : : : : �+�' 9 +CO " NJ m 6FW WFW X 0HW QHW _f-w f•W .. - TOP OF WALL 8 n TOP OF SIDEWALK :.__. _. ___.. 110 0 o w EXISTING GROUND AT FRONT OF WALL T1 6.5 24 x ELEVLEV1065 ' - - - - — — ',—.— — — - - ', - - - - TAL-2188+96.24 9 1a _ : ....:.-..-....... :..-..-..-. .:.-..-..- ...:..-..- .......: ........-..-..-.... :..-..-..--...... ......_ .... ELEV 107.0 TAL-2188+27.24 TAL-2188+96.25 rc ELEV 1050 ELEV 1055 TAL-21 88+91 fi7 a TAL-2188+33.89 - WALL _ ELEV 1044 ELEV 103.4 : 3 z : : ,,, : ,,, 0' 5' 10' _ -._ p X ' -- 0.10-..... O.OD 0.20 __. __. ... OW ..... OWED .... _. x ..... w DaD HORIZONTAL SCALE 3 0 WALL R04R - DEVELOPED ELEVATION - CIP CONC WALL KC 0' 2.5' S' xg METRO TYPE COMBINED OVER 2•-0'• NIGH s VERTICAL SCALE CALL 811 BEFORE YOU DIG V O1 y DESIGNED'. WPR04E0: DATE: x m o METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL ' NOVEMBER 2021 3'a UACCI PE"G RAPIDRIDE I LINE y �aco s 5 r L9 King County DRAM R A w� CHEECKEDI PROECTND: RENTON SEGMENT DMWING NO Xwu E00588E18 METRO RETAINING WALL PLAN AND ELEVATION 1R1.04 x Ss�ONALG cNECMm: caxTRAcrxo'. sxEr:*xo: or i w < noa=_vrioN BY aPPG DATE WALL R04R METRO PROJECT ENGINEER CX%RRRRRX 295 XXXX R-4214295 I AP WALL R05L 0+04.67 = CAR 33+35.18 WALL R05L AP LT 33,71' LAYOUT LINE WALL R05L 0+18.69= / CAR 33+50.08 LT 33.69' — _ BEGIN WALL I END WALL WALL R05L 0+00.00 = I WALL R05L 0+23.36 = CAR 33+35.25 I CAR 33+50.01 LT 29.04' I I LT 29.02' — SD SD SD SD SD SD -- S CARR RD (CAR -LINE) WALL R05L - PLAN - CIP CONC WALL KC METRO TYPE COMBINED OVER 20-0" NIGH PEDESTRIAN G o GUARDRAIL TYPE 1 o N & o o 7 wUw �w a w TOP OF WALL 8 z TOP OF SIDEWALK EXISTING GROUND AT FRONT OF WALL GENERAL NOTES 1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2. SEE RENTON SEGMENT ROW, SURVEY CONTROL AND ALIGNMENT PLANS FOR ROADWAY ALIGNMENT INFORMATION. LEGEND — UD — WALL UNDERDRAIN EXISTING GROUND PEDESTRIAN GUARDRAIL OR TRAFFIC BARRIER RETAINING WALL ---- RIGHT-OF-WAY(EXISTING) RIGHT-OF-WAY (PROPOSED) PROPERTY LINE (EXISTING) • • — TEMPORARY CONSTRUCTION EASEMENT / CAR 33+50.08 CAR 33+35.18 /- - ELEV 253.3 ELEV 251.4 CAR33+35.18 - - CAR 33+50.08 ELEV 251.7 25 -.-. ELEV251.0 __.._ ___ _- _ Zm .0'10 0+00 BOTTOM OF 0+20 0+00 WALL CAR 33+44.85 ' ELEV 250.0 0' 5' 10, HORIZONTAL SCALE WALL R05L - DEVELOPED ELEVATION - CIP 0' 2.5' 5' CONC WALL KC METRO TYPE COMBINED OVER 20-0" HIGH VERTICAL SCALE CALL 811 BEFORE YOU DIG 0 60 /O SUBMITTAL ' DESIGNED. MPRMD: METRO TRANSIT CAPITAL DIVISION DATA j a cO s iT4 D F Dp WAq N9�f w" PO`� 921 ° �� �f. URAL G1T sAONAL � H. D'ACCI P. ENG � King County METRO RAPIDRIDE I LINE RENTON SEGMENT RETAINING WALL PLAN AND ELEVATION WALL R05L NOVEMBER 2021 DRAM H DAccl CHECKED: X.wu PROJECTNo: EW566E18 DMWING No. 1 R1.05 No R`-,WK N BY APPD DATE CHECKED caxmAcrxD. sxPFTxO: or METRO PROJECT ENGINEER CX%%%%%XX 296 XXXX R-4214296 w s x 3 0 rcxo E CALL 811 BEFORE YOU DIG gmr 60% SUBMITTAL aA 95 Wry No. RP: I>IiiN E _ 108TH AVE SE (108TH-LINE) � fs 1 1 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. 1 LEGEND — LNG — WALL UNDERDRAIN EXISTING GROUND 1 - PEDESTRIAN GUARDRAIL OR TRAFFIC BARRIER 1 G , _ -- -- G G RETAINING WALL c c c c RIGHT-OF-WAY (EXISTING) 1 RIGHT-OF-WAY (PROPOSED) BEGIN WALL WALL RO6R 0+00.00 = 108TH 31+14.85 PROPERTY LINE (EXISTING) RT 35.04' W w—iT—W I i.. 1 �_ — • • — TEMPORARY CONSTRUCTION EASEMENT AP WALL RO6R 0+06.00 = 108TH 31+14.85 RT 41.04, a 3 m 108TH 31+14.85 ELEV463.6 — WALL RG6R PC PROPOSED LAYOUT LINE WALL RO6R 0+47.85= 7RT ROW 108TH 31+56.70 T % END WALL RT41.04' ALL RO6R 0+62.00= I / 43. 31+70.44 43.94' oe — EXISTING TCE ROW WALL RO6R - PLAN - CIP CONC WALL KC METRO TYPE COMBINED g J J c ED x> Q N �> �� �w TOP OF WALL EXISTING GROUND _ '.. AT BACK OF WALL - — — — r y.— 108TH 31+70.44 106TH 31+61.05 - ELEV 465.7 ELEV 465.1 0' S' 10, HORIZONTAL SCALE 60 0' 2.5' S' 108TH 31+15.95 ELEV 463.7 BOTTOMOF : `TOP OF SIDEWALK& SHELTER FOOTING WALL o+10 w00 u+m 0+ 0 0+60 0+70 WALL RO6R - DEVELOPED ELEVATION - CIP CONC WALL KC METRO TYPE COMBINED VERTICAL SCALE DESIGNED. APPRMD: METRO TRANSIT CAPITAL DIVISION DATE M. ofwA°Nof H. D�accl P. ENG RAPIDRIDE I LINE NOVEMBER 2021 �A�„ .Jacobs e w" �f. URAL � G1T s�ONAL H UkCCI King County METRO RETAINING RENTON SEGMENT G WALL PLAN AND ELEVATION WALL R06R ;BYAPPD CHECKED: X.wu PROJECTNO: E00566E18 DMWING NO . 1R1.06 DATE CHECKED CONTRACTNJ'. sNEETNG: OF METRO PROJECT ENGINEER CX%RRRRRX 257 XXXX R-4214297 w x � o xg gES E m sR12 µyA a �6yX¢ E t cpet IV + J S i / WALL R07LR p p-LAYOUTLINE p p PROPOSED R90.50' ROW AP i� WALL R07R 0+19.65 = GRA 22+96.18, RT 62.00 BEGIN WALL / WALL R07R 0+00.00 = ' GRA 22+77.93, RT 55.49' CALL 811 BEFORE YOU DIG 60% SUBMITTAL No R-,WK N BY I APPD I DATE / J AP/PC WALL R07R 1+04.62 = AP GRA 23+79.36, RT 65.00' WALL R07R 0+94.17 = �GRA 23+69.52, RT 62.00'7TCE' — Jacobs WALL R07R - PLAN-CIP CONC WALL KC METRO TYPE COMBINED M. D• H. DACCI py wA.V'Uryq OTt 7" F� Oy x. oAccl �3 y cxEcrceo: X.WD 'rAONAL G` CHECKED: METRO PROJECT ENGINEER \ \ e 70 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 a GENERAL NOTES 1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2. SEE RENTON SEGMENT ROW, SURVEY CONTROL AND ALIGNMENT PLANS FOR ROADWAY ALIGNMENT INFORMATION. LEGEND — UD — WALL UNDERDRAIN EXISTING GROUND 0 PEDESTRIAN GUARDRAIL OR TRAFFIC BARRIER RETAINING WALL ---- RIGHT-OF-WAY(EXISTING) RIGHT-OF-WAY (PROPOSED) PROPERTY LINE (EXISTING) • • — TEMPORARY CONSTRUCTION EASEMENT METRO TRANSIT CAPITAL DIVISION ""- P.ENG RAPIDRIDE I LINE NOVEMBER 2021 King CountyxxaEUNO: RENTON SEGMENT DMWING NO. EN556E18 METRO RETAINING WALL PLAN AND ELEVATION WALL R07R 1R1.07 CiNOi SxM CXXXXXXXX 298 XXXX R-4214298 FIN GRADE RESTORE SURFACE TO ORIG OR BETTER 1 I UNDISTURBED SOIL OR 1 COMPACTED NATIVE J SOIL OR STRUCT FILL IF 4" - 6" QUARRY SPALLS 4" SCHED 40 PERFORATED PVC PIPE FOR WALLS HIGHER THAN 3'-0" V MINUS WASHED ROCK FILTER FABRIC & DRAIN PIPE FOR WALLS HIGHER THAN T-O" (2) #5 UNDISTURBED SOIL (5) #5 #4 @ 12" W/ 3" COVER WALL LAYOUT LINE 3/4" CHAMFER FOR ALL EXPOSED EDGES #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 69q��0]1� SIDEWALK OR SIDEWALK EXTENSION PER CITY STD DETAIL BEYOND THE THICKENED EDGE SHOWN CIP CONC WALL COMBINED RETAINING WALL - SIDEWALK SECTION rid SCALE: NTS 1R1.01,1R1.06,1R1.07 SEE SITE PLAN FOR LOCATION OF CONDUIT 2% REBAR OVERLAPPING -�9N LENGTH 2'-0" #4 REBAR @ 12" OC EW (TYP TO SIDEWALLS) ALTERNATE BARS SIDEWALL EXISTING GRADE J STRUCTURAL FILL J 1" MINUS WASHED ROCK 4" 0 PERFORATED PIPE, SEE PLANS FOR DAYLIGHTING REQUIREMENTS FILTER FABRIC #4 REBAR @ 12" OC EW (TYP TO SIDEWALLS ALTERNATE BARS — WALL LAYOUT LINE PEDESTRIAN GUARDRAIL TYPE 1 & SHELTER LEG TOP OF WALL = BK OF SIDEWALK 2"z4" KEY c v z O z x ¢ w EXISTING GROUND w x w w (VARIES) J N ¢ 3 w w I lee 9„ 8„ 9„ 2) #4 2'-2"MIN WALL LAYOUT LINE & SHELTER LEG 1 2141 SEE SITE PLAN FOR #4 9 —@ 12" OC LOCATION OF CONDUIT ALIGNED W VERT REINF 2 REBAR OVERLAPPING 2X4 KEY CONT @ OF WALL CK CONIC NING WALL 2" OC VERT 4" TO BAR CI OC HORIZ � @12"OC W ELS 2X4 KEY (2) #5 — a� .' {, _3 M J (2) #5 TOP RETAI z Y O -v #5@1 _ ¢ w #4@8 w x w w J N 3 w —STRUCTURAL — STRUCTURAL FILL — 4" TO 6" QUARRY $PALLS 1" MINUS WASHED ROCK 4" 0 PERFORATED PIPE, SEE PLANS FOR DAYLIGHTING REQUIREMENTS —FILTER FABRIC #5 @ 10" CIP CONC WALL COUNTERFORT WALL WITH INTEGRATED SHELTER FOOTING SECTION %B1 SCALE: NITS 1R1.02 NOTE: IF WALUFTG NOT CONSTRUCTED MONOLITHICALLY, ROUGHEN TOP SURFACE OF SLAB UNDER WALL. CLEAN AND COAT WITH CONIC EPDXY BONDING COMPOUND OR PRODUCE A 1" D X 4" W CONTINUOUS KEYWAY. CIP CONC WALL COMBINED OVER 2'-0" HIGH FILL WALL - FOOTING/FOUNDATION SECTION �1 SCALE: NITS 1R1.04E1 R1.05 60% SUBMITTAL Jacobs No REv61pN BY I APED I -ATE ,p+ oeM Dc�f DRAWN D. ARRANTS CHECKED X.wu TONAL g�0 CHECKED METRO PROJECT ENGINEER TO WALL 3" ABOVE FIN GRADE RESTORE SURFACE TO ORIG OR BETTER UNDISTURBED SOIL OR COMPACTED NATIVE SOIL OR STRUCT FILL IF 4" - 6" QUARRY SPALLS 4" SCHED 40 PERFORATED PVC PIPE FOR WALLS HIGHER THAN T-0" 1" MINUS WASHED ROCK FILTER FABRIC & DRAIN PIPE FOR WALLS HIGHER THAN 3'-0" (2) #5 UNDISTURBED SOIL (5) #5 #4 @ 12" W/ 3" COVER WALL LAYOUT LINE 3/4" CHAMFER FOR ALL EXPOSED EDGES #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 CIP CONC WALL COMBINED RETAININ WALL - 2'-011 SHELTER FOOTING SECTION �C1 SCALE: NTS 1111.0311 R1.07 P. ENG King County METRO PRWECTNO: EW566E18 00558E �� METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT RETAINING WALL DETAILS NOVEMBER 2021 DRAWING NO 1 R2.01 SHETNO: OE 299 XXXX R-4214299 JOINT AND ISOLATE EDGES FROM PAVEMENT, SIDEWALKS, OR OTHER STRUCTURES USE THICKENED EDGE FOR FOOTING DEPTH OF Z-0" OR LESS STRUCTURAL FILL UNDISTURBED SOIL FOOTING WITH THICKENED EDGE A NTS 3/4" CHAMFER FOR ALL EXPOSED EDGES REINF BARS ARE CONT 3/4" CHAMFER FOR 6" BTWN WALL OR CURB & FTG 6" ALL EXPOSED SIDEWALK OR SIDEWALK OR SIDEWALK, DOWELLING EDGES iol EXTENSION PER CITY STD WALL OR CURB TO THE FTG 11 DETAIL BEYOND THICKENED SHALL NOT BE ACCEPTABLE 2� EDGE SHOWN IF WALL OR CURB IS NOT a J s 9 _ CONSTRUCTED MONOLITHICALLY, = III w w — CONSTRUCT FTG OR SIDEWALK F- w o UNDISTURBED J III- -III=I' IF WALL OR CURB IS NOT SLAB W/ REINF BARS FOR WALL 1 wO O SOIL CONSTRUCTED MONOLITHICALLY, OR CURB IN PLACE, ROUGHEN II 1 a WOI- 1'-0. CONSTRUCT FTG OR SIDEWALK FTG OR SIDEWALK SURFACE & : N w MIN SLAB W/ REINF BARS FOR WALL CLEAN AND COAT W/ C )NC -_ ITI=I1 — III III_ 1'-3" 6" OR CURB IN PLACE, ROUGHEN EPDXY PRIOR TO PLACING WALL MIN FTG OR SIDEWALK SURFACE & OR CURB, DOWELLING WALL OR UNDISTURBED SOIL CLEAN AND COAT W/ CONIC CURB TO FTG OR SIDEWALK EPDXY PRIOR TO PLACING WALL SHALL NOT BE ACCEELEC CONDUIT PTABLE OR CURB, DOWELLING WALL OR '-0 3/4" CURB TO FTG OR SIDEWALK SHALL NOT BE ACCEPTABLE COMBINED 6" CURB & FOOTING B COMBINED 6" CURB & SIDEWALK C NTS NTS o � �0z m x DESIGNED. APPRONED: 4 60% SUBMITTAL Jacobs P N1. Dc 0 RUACCI ASH P. ENG ' oe Wary'y r oRnwT+: B R Il °= D. ARRANTS King County AEG X.wuCHECKED RND,EDE18 METRO w P�.t�, q�T��`r X.WII CONTRACTING $W °'GNAL B�� cHEcxm coxrnecTxo. §' p No. RE'dGlGv BY FPD'p B:TE METRO PROJECT ENGINEER CXX%%%%%X METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT RETAINING WALL DETAILS NOVEMBER 2021 DR ING NO 1 R2.02 SHEr:TNO: DR 300 XXXX R-4214300 T-421401 R-4214301 T-421402 R-4214302 E5 02 3 EF E�w M"a 1�w �6vu¢ E e N = 178562.94, E - 1300375.64 � I I o N = 178564.14, d E = 1300311.89 � 13 m N = 178565.53, 5 E = 1300290.64 Pi Pi-0 zs Pi-7 I I r - 10+00 - 0 � o � 2ND 10+32.82, 10.70' LT P18, P14 2ND 10+79.17, 10.29' LT MATCH LINE 2ND 11+00 - SEE SHEET 1C8.02 60% SUBMITTAL No. I RevrIov By I APP D I DATE .;acobs 12,00 Of W Z LLI U H Cn Z of Z 0 H Z LL Of METRO PROJECT ENGINEER 1/ LOGAN AVE S 13+00 14+00 (LOG -LINE) / $GALE: 1' = 20' P. ENG King County PaaE6E1 METRO E00588E18 �3 GENERALNOTES 1. SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. LEGEND EXISTING SIGN i PROPOSED SIGN SIGNING AND STRIPING NOTES 0 YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. QYELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 0WHITE LANE LINE PER WSDOT STD PLAN M-20AD-03 4O YELLOW TWO-WAY LEFT -TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 OWHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 O6 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 OEDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 OTRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 (D TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 10 TRAFFIC ARROW TYPE 1 S PER WSDOT STD PLAN M-24.40-02 0 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 12 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 13 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 14 TRAFFIC ARROW TYPE 35R PER WSDOT STD PLAN M-24AD-02 15 PAINT CURB (COLOR AS NOTED) YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 17 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 18 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 19 RAISED BIKE LANE MARKINGS PER DETAIL ON SHEET iC5.01. 20 BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 (D BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 22 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 23 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 24 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 25 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 26 INSTALL NEW SIGN (AS NOTED) 27 RELOCATESIGN 28 REMOVE SIGN 29 MODIFY SIGN OWHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 (D THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 32 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 33 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M40.10-03 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SIGNING & STRIPING PLAN 2ND 11+00 TO LOG 14+50 NOVEMBER 2021 1 C8.01 303 XXXX T-421403 R-4214303 I'7 O 06 C) W W 2 N W W N 00 00 QD N12.5't N r` G 000720-0060 �\ - - - - - - 2ND 13+57.29, 36.94' LT r =2ND 12+57.63, 25.42' L' 2ND 13+20.24, 35.02' LT - �- - -� - --+_ _I _ _ S'2N�S'T 12+41.83,22.75'LT 2ND - - - - - 15+00 - 4+00 0+00 �— 13oo (2ND-LINE) z.00 - T - I - - 12.5'm J_ - _ _ _ - - _ _ _ a } u tt 22' - P3 � I I 172610-0000 a 0 m 3 �5e E €� 60% SUBMITTAL w W� PZ WrzWFy�n V w ��E No. R_n`scV fm� a -��-pi� �_ 47.78' LT MOR 10+71,49, 1.97' LT w W 12 784180-0005 z + �0 N � z MOR 10+96.40, 2.03' LT �I 18'- MATCH LINE MOR 11+30 — SEE SHEET 1C8.04 000720-0060 R511' r— -- --�—-- — -- — 784180-0025 784180-0015 GENERALNOTES 1. SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. LEGEND EXISTING SIGN i PROPOSED SIGN SIGNING AND STRIPING NOTES I 0 YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. QYELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 0WHITE LANE LINE PER WSDOT STD PLAN M-20.1D-03 4D YELLOW TWO-WAY LEFT -TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 OWHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 QWHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 OEDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 (D TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 (D TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 06 10 TRAFFIC ARROW TYPE 1 S PER WSDOT STD PLAN M-24.40-02 GTHERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 F- 12 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING L�J = PER CITY OF RENTON STD PLAN 128 N 13 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 _ W W 14 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.4D-02 N I 15 PAINT CURB (COLOR AS NOTED) �.07 LT i6 YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 O _ 1' 11 O + 17 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 18 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET _ 1CD.01 Z 19 RAISED BIKE LANE MARKINGS PER DETAIL ON SHEET iC501 - N zt Z20 BIKE LANE BUFFER PER DETAIL CON SHEET 1CD.01 I(D J BIKE LANE DRIVEWAY CROSSINGS PER DETAIL CON SHEET 1CD.01 C 22 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 5 Q 23 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 24 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 25 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 26 INSTALL NEW SIGN (AS NOTED) 27 RELOCATESIGN 28 REMOVE SIGN 29 MODIFY SIGN OWHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN N M-24.60-04 (D THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 32 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 0' 20' 40' 33 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M40.10-03 SCALE: 1' = 20' Jacobs A.OILLPR P. ENOV ORAWN , °T King County b °y CHwLCOx ECKED a `.FOR PRa66E18 METRO CHECKED N E005 TN '%lpNpy$� CHECKED COMFACTNO'. BY APPD DATE METRO PROJECT ENGINEER CXX%RRRRX METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE "1" NOVEMBER2021 RENTON SEGMENT DRAWING NO SIGNING & STRIPING PLAN 1C8.02 2ND 16+00 TO 2ND 11+00 sHEETNO' O 304 XXXX T-421404 R-4214304 0 0 9 EF €rw W� few PZzEE M O Cd _C) LIJ `-T-�,- co ( O O 00 —zo+oD - N - - — — 2ND 19+84.33, 37. 7' 1 T 19+00 z--_-------- 2ND 19+94,92, 38.41' LT N _ -- L -- 2ND 20+00.07, 43.27' LT +I N ?1 e ®�aall 0 —� S 2ND ST (2ND-LINE) 16+00 � i7+bo 2ND 17+45.60, 36.15' LT 2ND 16+76.08, 36.62' LT r +1 25 * N Q 2ND 20+30.61, 54.79' LT- i -ram P3 3, P34 26 12 P37, P36 28 2ND 20+38.18, 57.52' LT m 2ND 19+94.49. 49.98' LT 2ND 20+25.64. 79.88' LT 16' -I-- 15' 22' —i 22' Y U cl) QQ Cn 2ND 17+22.34, 64.52' LT 2ND 17+10.39. 73.52' LT v i �6 784180-0085 2ND 20+18.48, 2ND 20+08.52, 92.61' LT 24 \ 1 a�- 9 GENERALNOTES 1. SEE SHEET 1C8.00 FOR GENERAL SIGNING& STRIPING NOTES. LEGEND EXISTING SIGN i PROPOSED SIGN SIGNING AND STRIPING NOTES OYELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. O2 YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 O3 WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 O4 YELLOW TWO-WAY LEFT -TURN CENTERLINE PER WSDOT STD PLAN M-20.1 D-03 (D WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 O6 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10.03 0 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 p O TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 ( O9 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 10 TRAFFIC ARROW TYPE iS PER WSDOT STD PLAN M-24.40.02 W11 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 = N 12 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING - - PER CITY OF RENTON STD PLAN 128 W W 13 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 (N 14 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02 15 PAINT CURB (COLOR AS NOTED) O i6 O i6 YIELD LINE SYMBOL PER WSDOT $TD PLAN M-24.60-04 17 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 0 18 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET Z ICD.01 N W 19 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET iC5.01. o Z - - J 20 BIKE LANE BUFFER PER DETAIL C ON SHEET ICDO1 U21 BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 T J- 22 CROSS BIKE PAVEMENT MARKINGS PER DETAIL DON SHEET 1CD.01 L z� zs 23 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 16+96.29, 67.67' LT 64.18' LT 24 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 104.48' LT 25 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET ICD.02 N 0' 20' 40' SCALE: 1' = 20' 60% SUBMITTAL vaC�bS A0„� R. ENG DRAWN °T wLCOx � King County b °y CHECKED a `.FORM EM566E18PROJECTWMETRO S.FORMAN E00588E18 Npy$� CHECKED' COMFACTNO'. ND. REvriov Ev nPP�O O�TE METRO PROJECT ENGINEER CX%RRRRX 26 INSTALL NEW SIGN (A$ NOTED) 27 RELOCATE SIGN 28 REMOVE SIGN 29 MODIFY SIGN 30 WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 31 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 32 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 33 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M40.10.03 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SIGNING & STRIPING PLAN 2ND 21+00 TO 2ND 16+00 NOVEMBER 2021 1 C8.03 305 XXXX T-421405 R-4214305 rc m 3 EF E�w M "a few �Zzy�n 26+00 No WE W Q W Y J 722950-0072 - - - 25+00 S 2ND ST (2ND-LINE) 24+00 2ND 23+84.72, 17.47' 1 0007200988 000720-0060 \ ` \\ 2ND 23+29.81, 17.52' RT g I \\ N I I 1 0' 20' 40' SCALE: 1"=20' DESIGNED'. APPR04ED: 60% SUBMITTAL vaC�bS DRAM P.ENG RAWNKing County C.ECKEDX`.FORM' PRD,m.ND: 18 METRO it CHECKED N E005 TNR_`: ISIGV BY FPF'p J:TE cnmRm: CONIFACTNO'. METRO PROJECT ENGINEER CXODDIG X GENERALNOTES 1. SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. LEGEND EXISTING SIGN i PROPOSED SIGN SIGNING AND STRIPING NOTES 0 YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. QYELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 0WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 4O YELLOW TWO-WAY LEFT -TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 OWHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 O6 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 OEDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 (D TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 (D TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40602 10 TRAFFIC ARROW TYPE 1 S PER WSDOT STD PLAN M-24.40-02 OpG THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 U12 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING .- PER CITY OF RENTON STD PLAN 128 13 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 14 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24AD-02 i6 PAINT CURB (COLOR AS NOTED) 16 YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 17 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 18 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 19 RAISED BIKE LANE MARKINGS PER DETAIL ON SHEET iC5.01. 20 BIKE LANE BUFFER PER DETAIL CON SHEET 1CD.01 (D BIKE LANE DRIVEWAY CROSSINGS PER DETAIL CON SHEET 1CD.01 22 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 23 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 24 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 25 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 26 INSTALL NEW SIGN (AS NOTED) 27 RELOCATESIGN 28 REMOVE SIGN 29 MODIFY SIGN OWHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 (D THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 32 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 33 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M40.10-03 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SIGNING & STRIPING PLAN 2ND 26+00 TO 2ND 21+00 NOVEMBER 2021 1 C8.03A 1 306 XXXX T-421406 R-4214306 W W 2 N W W 1n 0 2 W Z J Q / ro / / o / / r W / o I / I / I / _ MOR 14+93.37, 1.9T LT - _ 1 1 ....... .. .. ..... .. .. ... F- I/ / d / n 3 rc rc m 0 0' 20' 40' u s, 6' g SCALE: 1' = 20' E LQ,60% SUBMITTAL w few �Z WzWy p"Q No. R I IGv By I APPD I -ATE / 13+00 MOR 14+85.27, 20.03' RT MOR +45.97, 20.02' RT 14+00 _ MORRIS AVE S + (MOR-LINE) N iT .;acobs GENERALNOTES 1. SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. LEGEND EXISTING SIGN i PROPOSED SIGN SIGNING AND STRIPING NOTES 0 YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. QYELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 783980-00 (D WHITE LANE LINE PER WSDOT STD PLAN M-20AD-03 I 4D YELLOW TWO-WAY LEFT -TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 _ O WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 O6 WHITE WIDE DOTTED LANE LINE PER WSDOT .. STD PLAN M-20.10-03 0 o O EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 I � (D TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 Z (D TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40.02 �U) LL CIE)� J i 10 TRAFFIC ARROW TYPE 1 S PER WSDOT STD PLAN M-24.40-02 U) M 11 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 12 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 13 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 14 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24AD-02 15 PAINT CURB (COLOR AS NOTED) 5+19.04, 1.97' LT ifi YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 «56 0BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 0 18 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 0 1CD.01 321 L 11 MOR 14+20.26, 20.00' RT _ P0.6 26 I 26 26 F6�3 I I 7840 I I 4 I ro 0 MATCH LINE STA 3RD 15+00 - SEE SHEET 1 C8.04A A. VILLAR P. ENG W°T , DRAWN: b °y wLCOx CHECKED King County a `.FORM PRD566E18 CHECKED N E00588E18 METRO slpNpys�' cnml(m: COMFACTNO'. METRO PROJECT ENGINEER CXX%RRRRX 19 RAISED BIKE LANE MARKINGS PER DETAIL ON SHEET iC5.01. 20 BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 (D BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 22 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 23 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 24 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 25 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 26 INSTALL NEW SIGN (AS NOTED) 27 RELOCATESIGN 28 REMOVE SIGN 29 MODIFY SIGN OWHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 (D THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 32 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 33 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M40.10-03 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SIGNING & STRIPING PLAN MOR 11+30 TO MOR 15+56 NOVEMBER 2021 1 C8.04 1 307 XXXX I T-421407 R-4214307 GENERALNOTES 1. SEE SHEET 1C8.00 FOR GENERAL SIGNING 8 STRIPING NOTES. LEGEND EXISTING SIGN i PROPOSED SIGN SIGNING AND STRIPING NOTES 0 YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. QYELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 (D WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 4D YELLOW TWO-WAY LEFT -TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 OWHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 O6 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 OEDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 N O8 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 4 99 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 0007zo-o1s7 7841ao-o11sC5 6q* 784180-0140 0 10 TRAFFIC ARROW TYPE 1 S PER WSDOT STD PLAN M-24.40-02 r U (D THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 12 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING . L j PER CITY of RENTON STD PLAN 128 LT = 13 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10.01 AND M-80.30-00 14 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24AD-02 F LI L1 i6 PAINT CURB (COLOR AS NOTED) YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60.04 S 3RD ST i6 17 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 20+0 F 19+00 18+00 17+00 (3RD-LINE) 16+00 - 15 + 18 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET L0 1CD.01 r 0 19 RAISED BIKE LANE MARKINGS PER DETAIL ON SHEET iC5.01. TI M 20 BIKE LANE BUFFER PER DETAIL CON SHEET 1CD.01 LLI LU z > (D BIKE LANE DRIVEWAY CROSSINGS PER DETAIL CON SHEET 1CD.01 Q J 784130-0020 784130-0005 - = I o o = 22 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1C001 F— �o U o o d d Q 23 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 CIS m o CC) o CID CID 24 DID SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 m DID - o 25 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET - o 1CD.02 26 INSTALL NEW SIGN (AS NOTED) 27 RELOCATESIGN 28 REMOVE SIGN u 29 MODIFY SIGN N O WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 (D THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 0' 20' 40' 32 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 33 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT : = STD PLAN M40.10-03 SCALE1" 20' DESIGNED'. APPRWEO: DATE: o METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL ���0�� DRAM P.ENG RAPIDRIDE I LINE NovEMBERzoz1 wuwT+King County c.wucoxCHECKED: PRWECTND: DRswwG NGMETRO RENT N E INGPit S.FORM N E00588E18 SIGNING &STRIPING PLAN 1C8.ND. REvrioN Ev nPDo ��TE CHECKEDO G)JOGDOTNG. 3RD 20+00 TO 3RD 15+00 6HEEiN0. C£ METRO PROJECT ENGINEER CXX%%%%%X 308 XXXX T-421408 R-4214308 3 u� rc m 3 EF E$w M"a low �6vu¢ E I I \� I \ I oo ---------------------- \ \ No 60% SUBMITTAL REvrioN 182305-9063 S 3RD ST (3RD-LINE) 27+00 J i 000720-0101 i 000720-0199 L L L -L 000720-0124 L 1 L L L L L\\v 26+00 25+00 GENERALNOTES 1. SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. LEGEND EXISTING SIGN i PROPOSED SIGN SIGNING AND STRIPING NOTES 0 YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. QYELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 0WHITE LANE LINE PER WSDOT STD PLAN M-20AD-03 4O YELLOW TWO-WAY LEFT -TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 OWHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 O6 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 OEDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 (D TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 (D TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 10 TRAFFIC ARROW TYPE 1 S PER WSDOT STD PLAN M-24.40-02 0 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 12 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 13 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 14 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24AD-02 15 PAINT CURB (COLOR AS NOTED) YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 17 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 18 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 19 RAISED BIKE LANE MARKINGS PER DETAIL ON SHEET iC5.01. 20 BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 000720-0165 (D BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 22 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 23 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 24 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 25 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 26 27 28 29 N O 31 0' 20' 40' 32 33 SCALE: 1"=20' P. ENG King County METRO PaaE6E1 E00588E18 METRO PROJECT ENGINEER ICXXXX%RRX 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 M40.10-03 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SIGNING & STRIPING PLAN 3RD 29+66 TO 3RD 25+00 NOVEMBER 2021 1 C8.0413 1 309 XXXX T-421409 R-4214309 -22+0(L — _ —_ _ _ 23+1]D k 000720-0209 S u� rc m 3 E E� 60% SUBMITTAL w Mid 1�w Wr�WFyNNo R7LI;12A RAI 23+67.88, 37.30' RT - -n By 14PPD I --TE 182305-9118 4+00 RAINIER AVE S — (RAI-LINE) � e J 182305-9189 17 — — — — RAI 25+83.95, 47.47' LT RAI 26+38.88, 45.08' LT 25+00-26s00---- ---- .jacobs it 182305-9169 ?I 0' 20' 40' SCALE: 1' = 20' P. ENG King County METRO PNaE6ENo E00588E18 METRO PROJECT ENGINEER ICXXXX%RRX 27+00 t GENERALNOTES 1. SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. LEGEND EXISTING SIGN i PROPOSED SIGN SIGNING AND STRIPING NOTES 0 YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. QYELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 0WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 4O YELLOW TWO-WAY LEFT -TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 OWHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 O6 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 OEDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 (D TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 (D TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 10 TRAFFIC ARROW TYPE 1 S PER WSDOT STD PLAN M-24.40-02 0 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 12 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 13 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 14 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02 15 PAINT CURB (COLOR AS NOTED) YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 17 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 18 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 19 RAISED BIKE LANE MARKINGS PER DETAIL ON SHEET iC5.01. 20 BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 (D BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 22 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 23 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 24 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 25 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 26 INSTALL NEW SIGN (AS NOTED) 27 RELOCATESIGN 28 REMOVE SIGN 29 MODIFY SIGN OWHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 (D THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 32 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 33 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M40.10-03 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SIGNING & STRIPING PLAN RAI 22+00 TO RAI 27+00 NOVEMBER 2021 1 C8.04C SHUTNo w 310 XXXX T-421410 R-4214310 60% SUBMITTAL No. I REvrlov By I APPD I -ATE — 37+00 RAINIER AVE S (RAI-LINE) .;acobs 38+00 - - — -- 39+00 10+00- 39+75 0' 20' 40' SCALE: 1"=20' A. VILLAR P. ENG DRAWNKing CHECKEDwLCOx County it `.FORM CHECKED N PRD566E18 E005 METRO TNCHECKED COMFACTNO'. METRO PROJECT ENGINEER CXX%RRRRX GENERALNOTES 1. SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. LEGEND EXISTING SIGN i PROPOSED SIGN SIGNING AND STRIPING NOTES 0 YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. QYELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 0WHITE LANE LINE PER WSDOT STD PLAN M-20AD-03 4O YELLOW TWO-WAY LEFT -TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 OWHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 O6 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 OEDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 (D TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 (D TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 10 TRAFFIC ARROW TYPE 1 S PER WSDOT STD PLAN M-24.40-02 0 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 12 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 13 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 14 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24AD-02 15 PAINT CURB (COLOR AS NOTED) YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 17 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 18 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 19 RAISED BIKE LANE MARKINGS PER DETAIL ON SHEET iC5.01. 20 BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 (D BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 22 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 23 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 24 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 25 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 26 INSTALL NEW SIGN (AS NOTED) 27 RELOCATESIGN 28 REMOVE SIGN 29 MODIFY SIGN OWHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 (D THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 32 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 33 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M40.10-03 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SIGNING & STRIPING PLAN RAI 35+00 TO 7TH 11+00 NOVEMBER 2021 1 C8.04D 311 XXXX T-421411 R-4214311 R 1R ■i T LEI LJ (n 0 O 2 0 Q 60% SUBMITTAL No. I REvrloN By 14PPD I --TE 12+00 S 7TH ST 13 60 (7TH-LINE) 192305-9031 .;acobs 182305-9133 METRO PROJECT ENGINEER 14+00 — I 0' 20' 40' SCALE: 1' = 29 P. ENG King County METRO PNG,FG E00588E18 E18 �3 GENERALNOTES 1. SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. LEGEND EXISTING SIGN i PROPOSED SIGN SIGNING AND STRIPING NOTES 0 YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. QYELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 0WHITE LANE LINE PER WSDOT STD PLAN M-20AD-03 4O YELLOW TWO-WAY LEFT -TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 OWHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 O6 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 OEDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 (D TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 (D TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 10 TRAFFIC ARROW TYPE 1 S PER WSDOT STD PLAN M-24.40-02 0 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 12 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 13 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 14 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24AD-02 15 PAINT CURB (COLOR AS NOTED) YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 17 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 18 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 19 RAISED BIKE LANE MARKINGS PER DETAIL ON SHEET iC5.01. 20 BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 (D BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 22 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 23 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 24 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 25 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 26 INSTALL NEW SIGN (AS NOTED) 27 RELOCATESIGN 28 REMOVE SIGN 29 MODIFY SIGN OWHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 (D THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 32 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 33 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M40.10-03 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SIGNING & STRIPING PLAN 7TH 11+00 TO 7TH 14+00 NOVEMBER 2021 p WING NO 1 C8.04 E SHFETNOOF 312 XXXX T-421412 R-4214312 a 0 m 3 EF E�w M"a 1�w �6vu¢ E No 10+41.71, sasr Lr Q RM i GRA 10+55+88. 40.63' LT GRA 10+65.76. 36.02' LT QGRA 7.32' LT 6.0059.08, LTGRA 10 �R48' RA 27 1 20, !8.67I' LT / - — — A Ce17_1 192305-9032 28.61' LT GENERALNOTES 1. SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. LEGEND EXISTING SIGN i PROPOSED SIGN SIGNING AND STRIPING NOTES 0 YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. QYELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 0WHITE LANE LINE PER WSDOT STD PLAN M-20AD-03 4O YELLOW TWO-WAY LEFT -TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 OWHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 -; O6 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 11+00 S GRADY WAY 12+00-43+'W ----- -- 18+29 GRA-LINE) - c GRA 13+80.92, 28.63' FIT C GRA 10+37.14, 29.66' RT 60% SUBMITTAL R7, SMA By 14PPD I -ATE ---7----- -- .;acobs 192305-9103 METRO PROJECT ENGINEER 26 P5 r c0 O 00 U w LJ 2 (n W W O 14 O O "F Q 0 LJ Z J 0' 20' 40' SCALE: 1"= 20' P. ENG King County METRO PRaE6ERo E00588E18 �3 OEDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 (D TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 (D TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 10 TRAFFIC ARROW TYPE 1 S PER WSDOT STD PLAN M-24.40-02 0 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 12 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 13 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 14 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24AD-02 15 PAINT CURB (COLOR AS NOTED) ifi YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.61)-04 17 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 18 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 19 RAISED BIKE LANE MARKINGS PER DETAIL ON SHEET iC5.01. 20 BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 (D BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 22 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 23 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 24 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 25 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 26 INSTALL NEW SIGN (AS NOTED) 27 RELOCATESIGN 28 REMOVE SIGN 29 MODIFY SIGN OWHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 (D THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 32 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 33 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M40.10-03 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SIGNING & STRIPING PLAN GRA 10+00 TO GRA 14+00 NOVEMBER 2021 1 C8.05 1 313 XXXX T-421413 R-4214313 a 0 m 3 Gee EF E�w M"E few YWy:n E LO L w 00 Ld LEI 2 _ Ld - - - - - 0 I O DD O - �- G :Y] LJ Z J 2 F- No q GRA 14+89.60, 28.48' LT p Too A 14+80.46, 28.24' RT = `7 y �� / / / it cl) LLJ GRA 14+76.72, 53.36' RT( GRA 14+92.25, 42.46' RT Y U GRA 15+01.81, 52.36 FIT F- 60% SUBMITTAL RE, SMA GRA 15+80.82. 28.43' LT i GENERALNOTES 1. SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. LEGEND EXISTING SIGN i PROPOSED SIGN SIGNING AND STRIPING NOTES 0 YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. QYELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 0WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 4O YELLOW TWO-WAY LEFT -TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 (DWHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 192305-9096 O WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 OEDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 I� G TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 O GRA 16+80.96, 28.35' LT 00 O9 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 (> 10 TRAFFIC ARROW TYPE 1 S PER WSDOT STD PLAN M-24.40-02 tj G THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 Lj 12 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 Ld ----- - - - - W 13 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 14 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02 19 ( 15 PAINT CURB (COLOR AS NOTED) C - - - - _ — -7 - O i6 YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 ________ — ----- J - _ _ _ O GRADY WAY 17+00 - f� - -- � _ _ 00 17 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 16+00 _ - T - --- - ____________-_____ Q 18 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET -- - _ _--1" -� GRA 15+81.02, 27.50' RT _ _ _ _ --- --- - _ _ - - _ - - - 19 RAISED BIKE LANE MARKINGS PER DETAIL ON SHEET iC5.01. - W - - - - - - - - - - --- BIKE LANE BUFFER PER DETAIL CON SHEET 1C001 - - - - - - - - - - - ` �F r - �+ - - 21 BIKE LANE DRIVEWAY CROSSINGS PER DETAIL CON SHEET 1CD 01 - - - - Vr �z CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 IFEDUCED 23R------------- BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 7GRA15+67.14, SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 42.26' RT 25 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET / 1CD.02 By I APPD I -ATE .;acobs 192305-9043 0' 20' 40' SCALE: 1"=20' A. VILLAR P. ENG DRAWNKing CHECKEDwLCOx County it `.FORM PRD566E18 CHECKED N E005 METRO TNCHECKED COMFACTNO'. METRO PROJECT ENGINEER CXX%RRRRX 26 INSTALL NEW SIGN (AS NOTED) 27 RELOCATESIGN 28 REMOVE SIGN 29 MODIFY SIGN OWHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 (D THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 32 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 33 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M40.10-03 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SIGNING & STRIPING PLAN GRA 14+00 TO GRA 19+00 NOVEMBER 2021 1 C8.06 314 XXXX T-421414 R-4214314 a 0 m 3 EF EPw M"E few YWy:n E 1D O c6 U Ld 2 co No 192305-9070 192305-9070 ........... L_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — _ _ _ _ _ _ _ _ GRA 23+86.03, 41.90' LT E7-0 6 c GM 23+30.20, 40.23' LT \ GRA 23+28.13, 17.64' LT S GRADY WAY F- 20+00 — 21+00 - - 22+00 23+00 (GRA-LINE _ GRA 23+55.27, 27.50' RT -- --- _-- _— _ 6 192305-9023 60% SUBMITTAL REVI;Iov By I APP D I -ATE .;acobs 45.42' RT '1. 51.00' RT GENERALNOTES 1. SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. LEGEND EXISTING SIGN i PROPOSED SIGN SIGNING AND STRIPING NOTES 0 YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. QYELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 0WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 4O YELLOW TWO-WAY LEFT -TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 OWHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 (D WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 OEDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 (D TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 Go (D TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 q DO 10 TRAFFIC ARROW TYPE 1 S PER WSDOT STD PLAN M-24.40-02 U G THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 12 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING LL.I PER CITY OF RENTON STD PLAN 128 = 1n 13 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 W 14 TRAFFIC ARROW TYPE 35R PER WSDOT STD PLAN M-24AD-02 W (n 15 PAINT CURB (COLOR AS NOTED) I 16 YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 00 17 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 + 18 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET N 1CD.01 19 RAISED BIKE LANE MARKINGS PER DETAIL ON SHEET iC5.01. 20 BIKE LANE BUFFER PER DETAIL CON SHEET 1CD.01 w P 21J BIKE LANE DRIVEWAY CROSSINGS PER DETAIL CON SHEET 1CD.01 22 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 F— 23 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 P76 24 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 25 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 INSTALL NEW SIGN (AS NOTED) RT 27 RELOCATE SIGN 28 REMOVE SIGN 29 MODIFY SIGN OWHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 (D THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 32 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 o' zo' 40' 33 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M40.10-03 SCALE: 1"= 20' A.VILLAR P. ENG ywAs�, °T , DRAWN: b °y wLCOx CHECKED King County a `.FORM PNa66E18 CHECKED N E06566E18 METRO slpNpys�' CHECKED CONIFACTNO'. METRO PROJECT ENGINEER CXX%RRRRX METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SIGNING & STRIPING PLAN GRA 19+00 TO GRA 24+00 NOVEMBER 2021 1 C8.07 315 XXXX T-421415 R-4214315 it m i I I J I I I /II � TAL-B 10+58.43, 34.51' LT / _ GENERALNOTES 1. SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. LEGEND EXISTING SIGN i PROPOSED SIGN SIGNING AND STRIPING NOTES 0 YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. QYELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 0WHITE LANE LINE PER WSDOT STD PLAN M-20AD-03 -- TAL-B 13+86 10 77 32' LT LT TAL-B 11+58.95, 31.14' LT TAL-B 10+82.59, 38.31' LT ,TAL-B 10+82.35. 26.10' LT - TAL-B 10+81.96, 15.28' LT LC1< 10 TAL-B 10+81.53, 4.95' LT 10+00 fi 25+27 TAL-B 10+58.15, 1.52' RT GRA 24+80.13, 62.10' LT TAL-B 10+58.12, 24A* RT GRA 24+76.90, 53.00' LT _ o+ TAL-B 10+37.04, 36.14' RT `� 11 GRA 24+71.30, 40.67' RT n GRA 24+64.40, 36.12' RT z LE 12 GRA 24+69.14, 22.3T E61 RT 2e _ I}I II II II II QQJ I I I5 I rr I / �. 12 GRA 24742.73'LT 12E 1fi 26 P8.2 GRT A24+51.32,27.60'RT 16 LF rrrr, Z K rr1 Il g fi � i7 g Ar ln 6 GRA 24+18.13, 32.24' RT 1 nLF 1s GR 6 GRA 24+26.24, 39.00' RT fi PB 0 MATCH LINE GRA 24+00 - SEE SHEET 1 C8.07 c 11+00 TAL-B 10+81.25, 6_35' RT TAL-B 10+86.87, 40.76 RT GRA 24+45.49, 74.21' RT GRA 24+39.06. 69.06' RT r f 56.20' RT 8 14 T RD S 7 12+00 10 4O YELLOW TWO-WAY LEFT -TURN CENTERLINE PER WSDOT STD PLAN TAL-B 13+76.90, 68.24' LT M-20.10-03 TAL-B 13+65.56, 57.96' LT N LF 1 O WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 TAL-B 13+55.89, 63.32' LT O6 WHITE WIDE DOTTED LANE LINE PER WSDOT TAL-B 13+63.13, 49.02' 2 EB-2 STD PLAN M-20.10-03 5460- 00 TAL-B 13+31.90, 35.11' LT g O EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 TAL-B 13+07.12, 40.81' LT Pga 28 TAL-B 12+34.49, 37.52' LT O8 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 e TAL B 12+34.84 25.17 LT O9 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 -- g 10 o TRAFFIC ARROW TYPE 1 S PER WSDOT STD PLAN M-24.40-02 111 HHII� 11 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 TAL-B 12:35.43, 15.26 LT �q _ 12 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING �18 WETAL-B 13+59.555 23.93' LTf - iz i6 LE O PER CITY OF RENTON STD PLAN 128 TAL-B 12+35.08, 4.93' L7 R675 n (Nj 13 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 TAL-B 13+57.31, 20.37' LT TALES 12+34.84, 5.83' RT 8 14 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24AD-02 _ Resr' 13+00TAL-B 13+63.40, 15.19' LT w _ (U 15 PAINT CURB (COLOR AS NOTED) TAL-B 13+15.00, 1.50' RT 8 = TAL-B 13+57.26, 9.3T L LT _ 14 0 16 YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 g 6 "j -- - - _ 17 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 - - - TAL-B 13+64.11, 3.79' LT -----------'- U% s 18 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 7AL-B 12+64.29, 25.33' R7 / 1CD.01 TAL-B 13+64.51, 4.65' RT TAL B 12+64 10_ 37.09 RT RAISED BIKE LANE MARKINGS PER DETAILA ON SHEET iC5.01. -- �--- 20 KE LANE BUFFER PER DETAIL CON SHEET iCD.01 --- _ - --- QT 21 BIKE LANE DRIVEWAY CROSSINGS PER DETAIL CON SHEET 1CD.01 PB4 22 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 TAL-B 12+12.32, 36.72' RT 23 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 TAL-B 12+06.13, 47.32' RT Z J 24 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 tiI 25 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET lCD.02 i305-g023 26 INSTALL NEW SIGN (AS NOTED) 27 RELOCATE SIGN 28 REMOVE SIGN 29 MODIFY SIGN ^[ O WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN (D THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 0' 20' 40' 32 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 33 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M40.10-03 SCALE: 1" = 20' 60% SUBMITTAL ON vaC�bS a.V„� P. ENG °T � King County b °y CHECKED �La `.FORM EM566E18 METRO PRWl S.FORMAN E00568E18 CHECKED CCMFACTNO'. No. REvriov BY nPPO OFTE METRO PROJECT ENGINEER CXX%RRRRX METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SIGNING & STRIPING PLAN GRA 24+00 TO TAL-B 14+00 NOVEMBER 2021 i 316 XXXX r-421416 R-4214316 N / L R76Y TAL B 14 33 79 30 12 LT �— \ / TAL-B 17+15.65, 86.27' LT \ \ \ 202305-9007 p 3 \ T p TAL-B 17+12.06, 70.97'LT 9 TAL-B 15+82.98, 51.01' LT ie LF TAL-B 17+11.71, 51.06' LT O — — W LLI W TAL-B 17+03.47, 42.01' LT 2 TAL-B 4 16+80.21, 29.22' LT _ 17+00 _ CBOT RD S rAL-B 16+36.06, zs.1s' Rr (T_AL-B•LINE) - � i — �\ TAL B 14+48.23, 15.20' LT . t L RaSr �TAL-B 15+33.01, 52.96' RT i lul 12 15�LF 0 YQ rc m 3 E E� 60% SUBMITTAL w # 0�a WrWF82 yN V LL Q No. R_`nscV By I APPD I BATE ic1�:l .;acobs TAL-B 18+26.12, 4320' RT — - - - 9 27 E95 - T- 1 192305-9094 I 0 W W in 10 Ln 00 .: J H W Z J 2 0 0' 20' 40' SCALE: 1' = 20' A.VILLAR P. ENG DRAWNKing CHECKEDwLCOx County it `.FORM PRD566E18 CHECKED N E005 METRO TNcnmMm; COMFACTNO'. METRO PROJECT ENGINEER CXX%RRRRX GENERALNOTES 1. SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. LEGEND EXISTING SIGN i PROPOSED SIGN SIGNING AND STRIPING NOTES 0 YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. QYELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 0WHITE LANE LINE PER WSDOT STD PLAN M-20AD-03 4O YELLOW TWO-WAY LEFT -TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 OWHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 O6 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 OEDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 (D TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 O9 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 10 TRAFFIC ARROW TYPE 1 S PER WSDOT STD PLAN M-24.40-02 0 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 12 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 13 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 14 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24AD-02 15 PAINT CURB (COLOR AS NOTED) YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 17 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 18 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 19 RAISED BIKE LANE MARKINGS PER DETAIL ON SHEET iC5.01. 20 BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 (D BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 22 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 23 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 24 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 25 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 26 INSTALL NEW SIGN (AS NOTED) 27 RELOCATESIGN 28 REMOVE SIGN 29 MODIFY SIGN OWHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 (D THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 32 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 33 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M40.10-03 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SIGNING & STRIPING PLAN TAL-B 14+00 TO TAL-B 18+50 NOVEMBER 2021 1 C8.09 317 XXXX T-421417 R-4214317 I I 202305-9008 — - - J ------ U-- -- - -- — -- W LJ 2 !n LJ 0 I LJ TAL-B 21+15.35, 10.57' RT e !n TALBOT RD S 22100 s+oo zD+oo z,+oa O TAL-B 21+15.27, 20.57' RT (TAL-B-LINE) + TAL-B 20+90.17, 31.5T RT 5 9 m- - - - - J t2 i a W Z - P161 0 - 10 I 11 LF 12 23+00 0 \ 0 O O TAL-B 21+91.18, 42.57' RT 0 TAL-B 22+00.88, 37.8T RT d 0 LU VTAL-B 22+48.07, 66.25' RT ( 7 J 192305-9001 \ � � 0- Z LLl 0' 20' 40' SCALE: 1" = 20' 60% SUBMITTAL vaC�bS AOLLLPR P. ENG DRAWN IPI °T King County b °y CHECKED wLCOx a `.FORM PNO,ECE18 METRO S.FORMAN E00588E18 '%lpNpy$9 CHECKED' COMFACTNO'. rv0. REVGIOv BY APPD DATE METRO PROJECT ENGINEER CXX%RRRRX GENERALNOTES 1. SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. LEGEND r EXISTING SIGN i PROPOSED SIGN SIGNING AND STRIPING NOTES OYELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. OYELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 OWHITE LANE LINE PER WSDOT STD PLAN M-20AD-03 OYELLOW TWO-WAY LEFT -TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 OWHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 OWHITE WIDE DOTTED LANE LINE PER WSDOT Q STD PLAN M-20.10-03 0 OEDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 00 CJ O8 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 (D TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 LJ 10 TRAFFIC ARROW TYPE 1 S PER WSDOT STD PLAN M-24.40-02 2 (n(D THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 12 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING LLd N PER CITY OF RENTON STD PLAN 128 13 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 O 14 TRAFFIC ARROW TYPE 35R PER WSDOT STD PLAN M-24AD-02 + 15 PAINT CURB (COLOR AS NOTED) (V 16 YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 0] 17 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 Q 18 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET H 1CD.01 LJ Z 19 RAISED BIKE LANE MARKINGS PER DETAIL ON SHEET iC5.01. J 20 BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 2 H (D BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 a 22 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 23 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 24 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 25 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 26 INSTALL NEW SIGN (AS NOTED) 27 RELOCATESIGN 28 REMOVE SIGN 29 MODIFY SIGN OWHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 (D THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 32 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 33 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M40.10-03 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SIGNING & STRIPING PLAN SHA 11+00 TO LAK 11+00 NOVEMBER 2021 1 C8.10 318 XXXX T-421418 R-4214318 00 U W W S !n W W 1n rf,f J Q H W Z J 2 U Q ErN LL u im l,il u uu' \ \ T RD S 28+00 -LINE) 723160-0505 r �I I �I 0 I NI C 0' 20' 40' SCALE: V = 20' 60% SUBMITTAL wLCOx vaCobS DRAWN P. ENG King County CHECKED `.FORM PaaE6E1: METRO it CHECKED N E00588E18CHECKED COMFACTNO'. R2vl;ION BY APP'B DATE METRO PROJECT ENGINEER CXX%%%%%X GENERALNOTES 1. SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. LEGEND EXISTING SIGN i PROPOSED SIGN SIGNING AND STRIPING NOTES 0 YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. QYELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 0WHITE LANE LINE PER WSDOT STD PLAN M-20AD-03 4O YELLOW TWO-WAY LEFT -TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 OWHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 O6 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 OEDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 (D TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 (D TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 10 TRAFFIC ARROW TYPE 1 S PER WSDOT STD PLAN M-24.40-02 0 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 12 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 13 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 14 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24AD-02 15 PAINT CURB (COLOR AS NOTED) YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 17 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 18 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 19 RAISED BIKE LANE MARKINGS PER DETAIL ON SHEET iC5.01. 20 BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 (D BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 22 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 23 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 24 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 25 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 26 INSTALL NEW SIGN (AS NOTED) 27 RELOCATESIGN 28 REMOVE SIGN 29 MODIFY SIGN OWHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 31 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 32 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 33 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M40.10-03 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SIGNING & STRIPING PLAN TAL-B 23+50 TO TAL-B 28+50 NOVEMBER 2021 1 C8.10A 1319 XXXX�XXXX� T-421419 R-4214319 GENERALNOTES T N 1. SEE SHEET 1C8.00 FOR GENERAL SIGNING 8 STRIPING NOTES. LEGEND T EXISTING SIGN i PROPOSED SIGN SIGNING AND STRIPING NOTES I 0 YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. L.L / O2 YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 O3 WHITE LANE LINE PER WSDOT STD PLAN M-20AD-03 O 4D YELLOW TWO-WAY LEFT -TURN CENTERLINE PER WSDOT STD PLAN WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 Q ` \ (D WHITE WIDE DOTTED LANE LINE PER WSDOT \ STD PLAN M-20.10-03 0 O7 O EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 - - - - -"" 0 O8 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40.02 10 TRAFFIC ARROW TYPE 1 S PER WSDOT STD PLAN M-24.40-02 P11-2 � 0 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 12 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TAL-B 37+04.41, 29.95' LT TAL-B 37+59.42, 29.24LT 13 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 - 14 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24AD-02 33+00 34+00 35+00 BENSON DR S (SR 515) 36+00 37+00 n 38+00 5 PAINT CURB (COLOR AS NOTED) I - -I I t - I - I - - T 1 fi YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60.04 J ', (TAL-B-LINE) 17 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 - - Pn 1 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET -- 1CD.01 TAL-B 35+02.44, 36.74' R7 n ---.-_ _ - - - - - - - - - 19 RAISED BIKE LANE MARKINGS PER DETAILA ON SHEET iC5.01. - - - 20 BIKE LANE BUFFER PER DETAIL ON SHEET 1C0.01 02--21 45 -- BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 22 - ------ _ - -722200 '. _ CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 722200-0250 I -I _ - _ 23 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 TAL-B 34+47.53, 39.13' RT I I - I I 24 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 C0 I I 25 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 \ \ 26 INSTALL NEW SIGN (AS NOTED) cf) I I 27 RELOCATESIGN I I 28 REMOVE SIGN 29 MODIFY SIGN I I I O WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN I � M-24.60-04 I (D THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 0' 20' 40' 32 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 33 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M40.10-03 SCALE: 1"= 20' o METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL ���0�� DA. RAW P.ENG RAPIDRIDE I LINE NovEMeERzoz1 °T � King County b °m c. wucox CHECKED: PRWECTND: DRAWING NO METRO RENTON SEGMENT �°.�+s°,';",s,�soitr�' S.FORMFN E00588E18 SIGNING &STRIPING PLAN 1C8.11 BB�GXAI. G CHECKED GONMNGTNO'. 6KF£TNO OF D REvrioN Ev nPPo E TAL-B 33+00 TO TAL-B 38+00 � METRO PROJECT ENGINEER CXX%%%%%X 320 XXXX T-421420 R-4214320 No. I E11h2 28 E11N-1 29 tat/ v' / �7 60% SUBMITTAL REVISION BY I APP'o I DATE ; .acobs TALBOT RD S — I — 15+00 (TAL-2i-LINE) — 14+00 GENERAL NOTES 1. SEE SHEET 1C8,00 FOR GENERAL SIGNING & STRIPING NOTES. LEGEND I EXISTING SIGN i PROPOSED SIGN SIGNING AND STRIPING NOTES 0 YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. QYELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 O3 WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 4O YELLOW TWO-WAY LEFT -TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 OWHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 (D WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 OEDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 (D TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 (D TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 10 TRAFFIC ARROW TYPE 1 S PER WSDOT STD PLAN M-24.40-02 11 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 12 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 13 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 14 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24AD-02 15 PAINT CURB (COLOR AS NOTED) — i6 13+00 YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 17 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 18 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 19 RAISED BIKE LANE MARKINGS PER DETAIL ON SHEET iC5.01. 20 BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 GBIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 22 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 23 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 24 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 25 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 26 INSTALL NEW SIGN (AS NOTED) 27 RELOCATESIGN 28 REMOVE SIGN 29 MODIFY SIGN N 30 WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 GTHERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 0STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 0' 20' 40' 33 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M40.10-03 SCALE: 1"= 20' DESlcNED. APPROVED. METRO TRANSIT CAPITAL DIVISION DATE. P.E"G , RAPIDRIDE I LINE NovEMeERzoz1 Derv: DRAWN D.wILCOX King County RENTON SEGMENT CHECKED: PRWECTNO: MWING NO . S. FORMN E00566E18 K SIGNING NING & STRIPING PLAN TAL-21 18+00 TO TAL-B 13+00 1C8.11A CHECKED : CONTRACTING' sHEErxo: DF METRO PROJECT ENGINEER CX%%%RRRX 321 XXXX T-421421 R-4214321 GENERAL NOTES 1. SEE SHEET 1C8,00 FOR GENERAL SIGNING & STRIPING NOTES. LEGEND I EXISTING SIGN i PROPOSED SIGN SIGNING AND STRIPING NOTES \ \ \ 0 YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. \ \ Q YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 \ (D WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 \ 4O YELLOW TWO-WAY LEFT -TURN CENTERLINE PER WSDOT STD PLAN \ \ M-20.10-03 \ O 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 N \ 0EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 I \ _ (D TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 \ { (D TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 C I \ 0TRAFFIC ARROW TYPE 1 S PER WSDOT STD PLAN M-24.40-02 Etz-2 � 11 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 Pd Pt2-1 r 12 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING / TAL-21 25+59.07, 20.08 LT 9 TAL-21 26+53.72, 17.75' LT +\ ^1` - - _ - 26 p1&i n PER CITY OF RENTON STD PLAN 128 1 - - - - - - - - - - - - - - — 13 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 i Y f M9 t �/ _ _ ---_- 14 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24AD-02 J - ' - _ _ #QG 2g _ TAL-2125+10.50, 3.77'LT C 14 LP tz -- -- - - - - - TAL-21 25+98.72, 178LT - 15 PAINT CURB (COLOR AS NOTED) -24+00 TA� T pL� 25+00 tt 26+00 27+00 28+00 �� i6 YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 - - _ i� TAL-21 28+29.99, 18.34' RT �L T 1-INE) - - - - - - - - 12 12 LF � TAL-21 25+89.30, 2.80' LT TAL-21 27+76.11, 20.36' RT 17 17 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 18 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET p - - 1CD.01 evM3niaa P121 RAISED BIKE LANE MARKINGS PER DETAIL ON SHEET iC5.01. �3ntlaO 2fi — �• — — — \ Cn T Ptz-z zs 20 BIKE LANE BUFFER PER DETAIL C ON SHEET 1C0.01 ca: 3i3aoN�o TAL-2125+32.54,15.89'RT \ E12-1 \ \ Q I 21 BIKE LANE DRIVEWAY CROSSINGS PER DETAIL CON SHEET 1CD.01 21 TAL-21 25+71.73, 31.86' RT � s / 0 W jjGc /�����nC 22 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 I 055� l \ U I 23 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 I� \\\ O 'I 24 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 I`1�� BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET _ \ \ \ �00 1CD.02 LO �pp� 26 INSTALL NEW SIGN (AS NOTED) 27 RELOCATE SIGN REMOVE SIGN MODIFY SIGN / / WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN A 31 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 32 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 0' 20' 40' 33 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M40.10-03 SCALE 11= 20' DESIGNED'. APPROVEo. DATE: O METRO TRANSIT CAPITAL DIVISION 60 /a SUBMITTAL A.MLLW P.ENG RAPIDRIDE I LINE NOVEMBER2021 .Jacobs e � King County c.wucoxCHECKED PRwEc�ND: METRO RENTON SEGMENT °NwwG NDS.FORMAN E00588E18 K SIGNING & STRIPING PLAN 1C8.12 No. REVISION BY APPD DATE =aEcxm� coxTrucTxo. TAL-21 24+00 TO TAL-21 29+00 SN"�'"D' of METRO PROJECT ENGINEER CX%%%RRRX 322 XXXX T-421422 R-4214322 / / / / / / / / / / / / / 889900-0490 / 1- -- -- -- -- -- -- 32+00 --- i- - TALBOT RD S 33+00 (TAL-2I-LINE) 855700-0080 855700-0070 60% SUBMITTAL No. I REvrI'A By 14PPD I --TE 34+00 —_---------- — 855700-0090 .;acobs 855700-01001) I I \ I I \ I - _+ 88990�. m N_ 889900-0020 6 889900-001� �1 35+00 — E11h2 I 855700-0120,i - I --- I I 1, J; 855700-0110;' I I I I I I I I 01 20' 40' SCALE: P = 20' P. ENG King County METRO PaaE6E1 E00558E18 METRO PROJECT ENGINEER ICXXXX%RRX N7 GENERALNOTES 1. SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. LEGEND EXISTING SIGN i PROPOSED SIGN SIGNING AND STRIPING NOTES 0 YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. QYELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 0WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 4O YELLOW TWO-WAY LEFT -TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 OWHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 O6 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 OEDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 OTRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 OTRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 10 TRAFFIC ARROW TYPE 1 S PER WSDOT STD PLAN M-24.40-02 0 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 12 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 13 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 14 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24AD-02 15 PAINT CURB (COLOR AS NOTED) YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 17 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 18 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 Q 19 RAISED BIKE LANE MARKINGS PER DETAIL ON SHEET iC5.01. r LLI 20 BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 Z J(D BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 U22 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 r 23 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 24 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 25 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 26 INSTALL NEW SIGN (AS NOTED) 27 RELOCATESIGN 28 REMOVE SIGN 29 MODIFY SIGN OWHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 (D THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 32 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 33 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M40.10-03 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SIGNING & STRIPING PLAN TAL-21 32+00 TO TAL-21 37+00 NOVEMBER 2021 1 C8.12A 323 XXXX T-421423 R-4214323 GENERALNOTES 1. SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. LEGEND EXISTING SIGN i PROPOSED SIGN SIGNING AND STRIPING NOTES 0 YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. QYELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 i I I O3 WHITE LANE LINE PER WSDOT STD PLAN M-20.115-03 4O YELLOW TWO-WAY LEFT -TURN CENTERLINE PER WSDOT STD PLAN OWHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 II I 1 II II O WHITE PLAN M- 0oD LANE LINE PER WSDOT STD10-0 OEDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 I(D TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 (D TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 10 TRAFFIC ARROW TYPE 1 S PER WSDOT STD PLAN M-24.40-02 II I I 11 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 I I _ _ _ TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 889921-0790J _ _ _ _ _ 889921-0800 14 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24AD-02 E11&1 15 PAINT CURB (COLOR AS NOTED) / — — _ � _ _ � — — � _ --- - - i6 YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60.04 N � � � _- - _ - - - - - - - - - - - - - - - - - - - - - - - - 17 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 00 _-�-'_F - - - - - - 42+00 _ �- 18 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET - - - _ __40+00 __ _� _ - 1CD.01 - - - RAISED BIKE LANE MARKINGS PER DETAILA ON SHEET iC501 _ —_ ---- - - - - 39+00 — - - - - - V1 � RD - O --- - 20 BIKE LANE BUFFER PER DETAIL ON SHEET 1C0.01 TALBOT W N38+00 E12B-2 a 21 BIKE LANE DRIVEWAY CROSSINGS PER DETAIL CON SHEET 1CD.01 — — (TAL-21-LINE) — — — — _ _ � — ---�— CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1C001 00 — O 23 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 O � — — �� � � 302305-9108 ' -� — — 302305-9107 I 302305-9036 _ r _ 24 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 M — — 25 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 INSTALL NEW SIGN (AS NOTED) H W 27 RELOCATE SIGN Z I I 28 REMOVE SIGN J 29 MODIFY SIGN L) I O WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN Q Z 31 THERMOPLASTIC MOPOP LASTIC CROSSWALK PER WSDOT STD PLAN M-15.10.01 32 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 0' 20' 40' 33 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M40.10-03 SCALE: 1" = 20' DESicNED. PPFROKED: DATE: o METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL ���0�� DRAM P.ENG RAPIDRIDE I LINE NovEMeERzoz1 e DRnx++ , King County c. wucox CHECKED : PRWECTND: RENTON SEGMENT DRAW,NG NO S.FORMAN E00588E18 METRO SIGNING & STRIPING PLAN 1C8.12B No. PE �r,,o" BY cPDo"TE `"E"m GONfFACTNO TAL-21 37+00 TO TAL-21 42+00 6HF£�N0. °F METRO PROJECT ENGINEER G)JOGDRRX 324 XXXX T-421424 R-4214324 i - - - i o o / 28 E13-2 / ��fj� rt /y /h i 0 � P13-1 ---------------- TAL-2156+28.20,19.32'LT - - - - - - - - - - TAL-2156+83.20, 19.54'LT 54+00 55+00 TALBOT RD S 56+00 17 57+00 l -- -- - --(TAL-2I-LINE) - -- - - TAL-2157+11.00, 1 TAL-21 56+56.01, 16.08' RT 1T R8 E111 P132 I _ 302305-9115� _ 0 I _ 302305-9114_ 302305-9019 1 SCALE: 1" = 20' 60% SUBMITTAL vaC�bS A0„� P. ENG DRAWN IPI °T wLCOx King County b °y CHECKED a `PNO,EC.NN: S.FOFORMRMAN E00588E18 METRO '%lpNpy$9 CHECKED' CONIFACTNO'. ND. REvriov BY nPP�O O�TE METRO PROJECT ENGINEER CXX%RRRRX GENERALNOTES 1. SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. LEGEND EXISTING SIGN i PROPOSED SIGN SIGNING AND STRIPING NOTES 0 YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. QYELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 0WHITE LANE LINE PER WSDOT STD PLAN M-20AD-03 4O YELLOW TWO-WAY LEFT -TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 OWHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 (D WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 OEDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 (D TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 (D TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 10 TRAFFIC ARROW TYPE 1 S PER WSDOT STD PLAN M-24.40-02 GTHERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 12 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 13 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10.01 AND M-80.30-00 14 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24AD-02 15 PAINT CURB (COLOR AS NOTED) i6 YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 17 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 18 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 19 RAISED BIKE LANE MARKINGS PER DETAIL ON SHEET iC5.01. 20 BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 (D BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 22 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 23 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 24 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 25 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 26 INSTALL NEW SIGN (AS NOTED) 27 RELOCATESIGN / 28 REMOVE SIGN 29 MODIFY SIGN / O WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 (D THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10.01 32 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 33 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M40.10-03 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SIGNING & STRIPING PLAN TAL-21 54+00 TO TAL-21 59+00 NOVEMBER 2021 1 C8.13 1 325 XXXX T-421425 R-4214325 GENERAL NOTES 1. SEE SHEET iC8.00 FOR GENERAL SIGNING & STRIPING NOTES. LEGEND EXISTING SIGN i PROPOSED SIGN SIGNING AND STRIPING NOTES iO YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. (D YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 I ' 0WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 I G YELLOW TWO-WAY LEFT -TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 I O5 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.1 D-03 OWHITE WIDE DOTTED LANE LINE PER WSDOT (% I I STD PLAN M-20.10-03 -r I O7 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.1IW3 F- - - - Ch I 865860_I occocn IIIQ� I O8 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 �855880-0035 U) ��� � O9 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 I TRAFFIC ARROW TYPE 1 S PER WSDOT STD PLAN M-24.40-02 TAL-21 72+57.84, 30.46' LT 10 11 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 27 Eua, TAL-21 72+61.60, 29.7T LT O 12 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING TAL-21 72+30.51, 15.98' LT E14-5 I = PER CITY OF RENTON STD PLAN 128 IPA 28 E14-2 12 14LF F— s6 I I I TAL-21 73+77.88, 11.30' LT I co 13 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.iP01 AND M-80.30-00 as w oM - - TAL-21 71+75.51, 15.98' LT - - - - - U) 14 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02 _--. 15 PAINT CURB (COLOR AS NOTED) _ TAL-21 74+18.22, 10.54' LT--- T P144 26 i6 YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 0409 P14 5 11 IF TALBOT RD S 17 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 71+00 17 72+00 1s 73+00 74+00 75+00 76+00 - i - - f (TAL-2I-LINE) TAL-21 72+60.93, 20.23' LT F 1z C 8 RED BUS LANE PAVEMENT MARKINGS PER DETAILA ON SHEET 17 1s TAL-21 75+08.46, 19.53' RT 1CD.01 TAL-21 73+30.89, 11.44 RT- _ 19 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1 C5.01. 11112 zs P14a 20 BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 E1a1 �8 aisl -- TAL-21 73+59.66, 25.55' RT Efae 21 BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET iCD.01 Pus TAL-21 73+92.99, 30.01' RT R6 P145 i r' 22 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 TAL-21 74+53.46, 19.53' RT TAL-21 75+14.24, 32.09' RT - F-- 23 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 U) 27 El", U O E14A, � Etam I � 2 24 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 1302305-9044 ; c�0 00 C"7 0BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET -_ - - - - C0 1CD.02 _) 302305-9109 ,' 26 INSTALL NEW SIGN (AS NOTED) 27 RELOCATESIGN 28 REMOVE SIGN 29 MODIFY SIGN I I 30 WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN 7 M-24.60-04 ` 31 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10.01 32 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 0' 20' 40' 33 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M40.10-03 SCALE: 1"= 20' DESIGNED. ASPRDNED: DATE: o METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL ���0�� CRAM P.ENG RAPIDRIDE I LINE NovEMBERzoz1 ��""D� DRnx++ , °T King County w °% C. WILCGX CHECKED: PRWECTND: RENTON SEGMENT MINING NO AN . °�+s°,; sso rya S.FORME00588E18 METRO SIGNING & STRIPING PLAN 1C8.14 ND. REvrION Ev nPD'o FATE G CHECKED `ONITACTNo. TAL-21 71+00 TO TAL-21 76+00 6HF£TNO OF METRO PROJECT ENGINEER G)JOGDRRX 326 XXXX T-421426 R-4214326 11r--------- II 1 1 1 I 1 I 11 761680 0290 1 1 1 I 1 312305 9026.------ i H _ _ --------------- - _ 1 1 1 1 B85767-0110 1 65j 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 E14h1 .., g8576i-0100,i GENERAL NOTES 1. SEE SHEET iC8.00 FOR GENERAL SIGNING & STRIPING NOTES. LEGEND EXISTING SIGN i PROPOSED SIGN SIGNING AND STRIPING NOTES iO YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. (D YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 0WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 GYELLOW TWO-WAY LEFT -TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 O5 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.1 D-03 OWHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 O7 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.1IW3 O8 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 (D TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 10 TRAFFIC ARROW TYPE 1 S PER WSDOT STD PLAN M-24.40-02 11 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 12 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 13 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 14 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02 16 PAINT CURB (COLOR AS NOTED) i6 YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 17 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 18 RED BUS LANE PAVEMENT MARKINGS PER DETAIL ON SHEET 1CD.01 19 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1 C5.01. 20 BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 21 BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 22 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 23 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 24 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 25 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 26 INSTALL NEW SIGN (AS NOTED) 27 RELOCATESIGN 28 REMOVE SIGN 29 MODIFY SIGN 30 WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 31 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10.01 0' 20' 40' 32 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 33 SURFACE MOUNTED FLEXIBLE GUIDEPOST (TYPE YY) PER WSDOT SCALE: 1"=20' STD PLAN M40.10-03 DESicNED. ASPRDKED: DATE: o METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL ���0�� CRAM P.ENG RAPIDRIDE I LINE NovEMeERzoz1 ��""D� DRnx++ , °T � King County b °m c. wucox CHECKED : PRWECFND: RENTON SEGMENT DRVNNNG NO AN . °�+s°,; sso rya S.FORME00588E18 METRO SIGNING & STRIPING PLAN 1C8.14A ND. REvrioN Ev nPD'o FATE eejOTA° G `NECKED `ON"ACTNO TAL-21 80+00 TO TAL-21 85+00 6HF£�NO OF METRO PROJECT ENGINEER G)JOGDRRX 327 XXXX T-421427 R-4214327 No E TALBOT RD S -00 - 87+00 TAL-2I-LINE) 60% SUBMITTAL REvrI'A By I4PPOI --TE 6�6g0.0010 P152 TAL-21 BE TAL-21 88, TAL-21 88+13.28, 21.92' LT,- - 88+00 TAL-21 88+28.24, 22.04' RT TAL-21 c .;acobs TAL-21 89+0 LT 19.63' LT FIs4 N Eu2 28 90+00 112 ti v TAL-21 89+24.53, 5.9911 TAL-21 89+21.11, 20.6T RT TAL-21 88+94.69, 5.99' RT -- 17 00 RT Pis, ze v TAL-21 88+95.24, 22.00' RL I � METRO PROJECT ENGINEER 0 Z305 �13 A CL� 91+00+00 6a5�61-OOzO 0' 20' 40' SCALE: 1"=20' P. ENG King County METRO PaaE6E1 E00558E18 �3 GENERALNOTES 1. SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. LEGEND EXISTING SIGN i PROPOSED SIGN SIGNING AND STRIPING NOTES 0 YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. QYELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 0WHITE LANE LINE PER WSDOT STD PLAN M-20AD-03 4O YELLOW TWO-WAY LEFT -TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 OWHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 O6 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 OEDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 (D TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 (D TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 10 TRAFFIC ARROW TYPE 1 S PER WSDOT STD PLAN M-24.40-02 0 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 12 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 13 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 14 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24AD-02 15 PAINT CURB (COLOR AS NOTED) YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 17 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 18 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 19 RAISED BIKE LANE MARKINGS PER DETAIL ON SHEET iC5.01. 20 BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 (D BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 22 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 23 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 24 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 25 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 26 INSTALL NEW SIGN (AS NOTED) 27 RELOCATESIGN 28 REMOVE SIGN 29 MODIFY SIGN OWHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 (D THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 32 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 33 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M40.10-03 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SIGNING & STRIPING PLAN TAL-21 86+00 TO TAL-21 91+00 NOVEMBER 2021 1 C8.15 328 XXXX T-421428 R-4214328 No E 60% SUBMITTAL REvrI'A By 14PPD I --TE 8857 CO 2 Q J o � N �m i .;acobs I 312305-9040 it -- _ --- _— N 0' 20' 4V SCALE: 1" = 20' P. ENG King County METRO PaaE6E1 E00588E18 METRO PROJECT ENGINEER ICXXXX%RRX GENERALNOTES 1. SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. LEGEND EXISTING SIGN i PROPOSED SIGN SIGNING AND STRIPING NOTES 0 YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. QYELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 0WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 4O YELLOW TWO-WAY LEFT -TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 OWHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 O6 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 OEDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 (D TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 (D TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 10 TRAFFIC ARROW TYPE 1 S PER WSDOT STD PLAN M-24.40-02 0 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 12 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 13 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 14 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24AD-02 15 PAINT CURB (COLOR AS NOTED) YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 17 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 18 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 19 RAISED BIKE LANE MARKINGS PER DETAIL ON SHEET iC5.01. 20 BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 (D BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 22 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 23 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 24 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 25 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 26 INSTALL NEW SIGN (AS NOTED) 27 RELOCATESIGN 28 REMOVE SIGN 29 MODIFY SIGN OWHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 (D THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 32 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 33 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M40.10-03 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SIGNING & STRIPING PLAN CAR 10+00 TO CAR 13+00 NOVEMBER 2021 1 C8.15A 329 XXXX T-421429 R-4214329 No 60% SUBMITTAL R EVFION W,, i � E158-0 W Q Tn Of W 2 H U) 20' 40' SCALE: 11= 20' Jacob C,wLCO P. ENOV °T � King County b °y CHECKED a `.FORM' RRD,ECE18 METRO S.FORMAN E00588E18 '%lpNpy$9 CHECKED' COMRACTNO'. Ev nPvo �oTE METRO PROJECT ENGINEER CXX%RRRRX GENERALNOTES 1. SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. LEGEND EXISTING SIGN i PROPOSED SIGN SIGNING AND STRIPING NOTES 0 YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. QYELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 (D WHITE LANE LINE PER WSDOT STD PLAN M-20AD-03 4O YELLOW TWO-WAY LEFT -TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 OWHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 O6 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 OEDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 (D TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 (D TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 10 TRAFFIC ARROW TYPE 1 S PER WSDOT STD PLAN M-24.40-02 0 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 12 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 13 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 14 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24AD-02 15 PAINT CURB (COLOR AS NOTED) YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 17 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 18 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 19 RAISED BIKE LANE MARKINGS PER DETAIL ON SHEET iC5.01. 20 BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 (D BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 22 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 23 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 24 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 25 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 26 INSTALL NEW SIGN (AS NOTED) 27 RELOCATESIGN 28 REMOVE SIGN 29 MODIFY SIGN OWHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 (D THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 32 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 33 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M40.10-03 METRO TRANSIT CAPITAL DIVISION m RAPIDRIDE I LINE I NOVEMBER2021 RENTON SEGMENT SIGNING & STRIPING PLAN CAR 18+00 TO CAR 23+00 1 C8.15B 330 XXXX T-421430 R-4214330 III E CAR 33+27.63, 21.76' RT E161 \ _ _ vJ - - \ LU Q U) 1 J J LLI 3 60% SUBMITTAL REVI;I'A By I APPD I -ATE .;acobs E16.2 A I -------------------------- I hd2 2� 03. I 9. 0' 20' 40' SCALE: 1' = 20' DESIGNED. APPR04ED: A. VILLAR P. ENG pl A'A88q, °T , DRAWN: b °y C. King County a ECKEDX `.FORM'AN RRam.RD: S.FORM E00666E18 METRO 'RlONALi� cnml(m: COMFACTNO'. METRO PROJECT ENGINEER CXODDIG X GENERALNOTES 1. SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. LEGEND EXISTING SIGN i PROPOSED SIGN SIGNING AND STRIPING NOTES 0 YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. QYELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 0WHITE LANE LINE PER WSDOT STD PLAN M-20AD-03 4O YELLOW TWO-WAY LEFT -TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 OWHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 O6 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 OEDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 (D TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 (D TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 10 TRAFFIC ARROW TYPE 1 S PER WSDOT STD PLAN M-24.40-02 0 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 12 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 13 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 14 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24AD-02 15 PAINT CURB (COLOR AS NOTED) YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 17 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 18 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 19 RAISED BIKE LANE MARKINGS PER DETAIL ON SHEET iC5.01. 20 BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 (D BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 22 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 23 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 24 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 25 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 26 INSTALL NEW SIGN (AS NOTED) 27 RELOCATESIGN 28 REMOVE SIGN 29 MODIFY SIGN OWHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 (D THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 32 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 33 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M40.10-03 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SIGNING & STRIPING PLAN CAR 32+00 TO CAR 36+50 NOVEMBER 2021 1 C8.16 331 XXXX T-421431 R-4214331 299 No. 43+00 __ — — — _— —+—. ____ 60% SUBMITTAL REVISION BY I APP'o I DATE 60% TO BE SUBMITTED AT A LATER DATE - ; .acobs METRO PROJECT ENGINEER 46+00 GENERALNOTES 1. SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. LEGEND EXISTING SIGN i PROPOSED SIGN SIGNING AND STRIPING NOTES 0 YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. QYELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 O3 WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 4O YELLOW TWO-WAY LEFT -TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 OWHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 (D WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 OEDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 (D TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 (D TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 292305.9151 TRAFFIC ARROW TYPE I S PER WSDOT STD PLAN M-24.40-02 --- 11 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 _ -- (0j 12 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 - - - - _ -.- - - - - - - 13 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 W 14 TRAFFIC ARROW TYPE 33R PER WSDOT STD PLAN M-24.40-02 N W PAINT CURB (COLOR AS NOTED) - - - - W ifi YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 Cn --_47F = ( 17 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 - - - - _ - O 18 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET D 1CD.01 d- 19 RAISED BIKE LANE MARKINGS PER DETAIL ON SHEET iC5.01. cif 20 BIKE LANE BUFFER PER DETAIL CON SHEET 1CD.01 (1-5 W 21 BIKE LANE DRIVEWAY CROSSINGS PER DETAIL CON SHEET 1CD.01 Z 22 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 - J i = 23 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 � 24 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 0' 20' 40' SCALE: 1"= 20' P. ENG L9 King County METRO PaO,E6E1 E00558E18 �3 25 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 26 INSTALL NEW SIGN (AS NOTED) 27 RELOCATESIGN 28 REMOVE SIGN 29 MODIFY SIGN OWHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 (D THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 32 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 33 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M40.10-03 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SIGNING & STRIPING PLAN CAR 42+50 TO CAR 47+50 NOVEMBER 2021 1 C8.17 332 XXXX T-421432 R-4214332 GENERAL NOTES 1. SEE SHEET 1C8.00 FOR GENERAL SIGNING 8 STRIPING NOTES. 60% TO BE SUBMITTED AT A LATER DATE LEGEND EXISTING SIGN i PROPOSED SIGN SIGNING AND STRIPING NOTES 0 YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. (D YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 ' 0WHITE LANE LINE PER WSDOT STD PLAN M-20.11)-03 I 2 05 9,�95 4O YELLOWTWO-WAYLEFT-TURN CENTERLINE PER WSDOT STD PLAN -0 \ I O WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE DOTTED LANE LINE PER WSDOT g2,��5 g,YSg y> STD PLAN M-20.10-03 ` O EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 \ ` pO OS TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 'Q \' O 0 06 __ _ _ __ (D TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M 24.40.02 mc) O o o C — — _ 10 TRAFFIC ARROW TYPE 1 $ PER WSDOT STD PLAN M-24.40-02 010,8d 0o0 o oe - - - _ _ - - - - _. — — — — — 11 THERMOPLASTIC CROSSWALK PER CITY ENTON STD PLAN ' o0oopoo.00�o W 12 THERMOPLASTIC PARALLEL CROSSWALK ANDSTO BAR MARKING U PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.1D-01 AND M-80.30-00 W 14 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02 _ _ _ 15 PAINT CURB (COLOR AS NOTED) Lo 50+0 51+00 SE CARR RD LLJ N 16 YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 52+00 49+00 - - -I - - - - - - - - T— (CAR -LINE) ~ — ----------I-- _ —_... I 17 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 LEA N 4g+00 — — �— -- 18 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET --- — — -- 1CD01 _ — W — �' RAISED BIKE LANE MARKINGS PER DETAIL ON SHEET iC501 0 BIKE LANE BUFFER PER DETAIL C ON SHEET 1C0.01 -I U 21 BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 �� LO O --trb I W I L+ CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 23 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 J------ / J j Q 24 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 W 25 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET Z 1CD.02 J 26 INSTALL NEW SIGN (AS NOTED) (.i CP 27 RELOCATESIGN Q `G m 28 REMOVE SIGN N O MODIFYSIGN OWHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 (D THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 0' 20' 40' 32 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 33 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M40.10-03 SCALE: 1"=20' DESicNED. APPROKED: DATE: o METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL ���0�� CA. RAM P.ENG RAPIDRIDE I LINE NovEMeERzoz1 �°e awed, wuwT+: , °T King County b °m c. wucox CHECKED: PRWECTND: DRI NO METRO RENTON SEGMENT �°.�+s°,';",ssotr�' S.FORMFN E00588E18 SIGNING &STRIPING PLAN 1C8.18 No. REvriov Ev 4PPo 0�TE eewoxena�° CHECKED_ CONm TNo. CAR 47+50 TO CAR 52+50 SHEETN¢ OF METRO PROJECT ENGINEER C)JOODORX 333 XXXX T-421433 R-4214333 No. BENSON DR S (SR 515) 60% TO BE SUBMITTED AT A LATER DATE 0 Y in O 322305-9193 ) LLI O_ LLI U) 0 0 O 0 1+00 I I _ I I of of + T mi U LJLj MATCH LINE CAR 52+50 -SEE SHEET 1 C8.1$ 60% SUBMITTAL REVISION BY I APP'ID I DATE ; .acobs 322305-E A.VILLAR P. ENG DRAWN C.WILCGX CHECKED P7WECT ND it CHECKED N E00588E18 CHECKED CONIFACTN METRO PROJECT ENGINEER ICXXXX%RRX 20 n7 n,on 322305-9063 O CV 00 C) LL I 2 1n I LN 1'f LL.I Z J S H Q GENERALNOTES 1. SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. LEGEND EXISTING SIGN i PROPOSED SIGN SIGNING AND STRIPING NOTES 0 YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. QYELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 O3 WHITE LANE LINE PER WSDOT STD PLAN M-20AD-03 4O YELLOW TWO-WAY LEFT -TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 OWHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 (D WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 OEDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 (D TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 (D TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 10 TRAFFIC ARROW TYPE 1 S PER WSDOT STD PLAN M-24.40-02 11 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 12 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 13 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 14 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24AD-02 15 PAINT CURB (COLOR AS NOTED) i6 YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.61)-04 17 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 18 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 19 RAISED BIKE LANE MARKINGS PER DETAIL ON SHEET iC5.01. 20 BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 (D BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 22 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 23 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 24 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 25 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 26 INSTALL NEW SIGN (AS NOTED) 27 RELOCATESIGN 28 REMOVE SIGN 29 MODIFY SIGN OWHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 GTHERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 0' 20' 40' 32 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 33 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M40.10-03 SCALE: 11= 20' L9 King County METRO METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SIGNING & STRIPING PLAN CAR 52+50 TO CAR 108TH 4+00 NOVEMBER 2021 1 C8.19 334 XXXX T-421434 R-4214334 =3 CT) 06 U 2 N 1 VolR V n ii f 2 U Q No 5+00 -I - 60% SUBMITTAL R7, SMA By 14PPD I --TE 60% TO BE SUBMITTED AT A LATER DATE 6+00 -+ .;acobs G METRO PROJECT ENGINEER 108TH AVE SE (SR 515) a+oo (108TH-LINE) 9+00 0' 40' 80' SCALE: 1"=40' P. ENG King County METRO PaaE6E1 E00558E18 �� GENERAL NOTES 1. SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. LEGEND EXISTING SIGN i PROPOSED SIGN SIGNING AND STRIPING NOTES iO YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. (D YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 0WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 O4 YELLOW TWO-WAY LEFT -TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 0WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10.03 GWHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 OEDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10.03 O8 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 (D TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 10 TRAFFIC ARROW TYPE 1 S PER WSDOT STD PLAN M-24.40-02 11 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 12 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 13 TRAFFIC LETTERS PER WSDOT STD PLANS M-80AG-01 AND M-80.30-00 14 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02 15 PAINT CURB (COLOR AS NOTED) i6 YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 17 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 18 RED BUS LANE PAVEMENT MARKINGS PER DETAIL ON SHEET 1CD.01 19 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1 C5.01. 20 BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 21 BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 22 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET ICD.01 23 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 24 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 25 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET ICD.02 26 INSTALL NEW SIGN (AS NOTED) 27 RELOCATESIGN 28 REMOVE SIGN 29 MODIFY SIGN 30 WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 31 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10.01 32 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 33 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY)PER WSDOT STD PLAN M40.10-03 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SIGNING & STRIPING PLAN 108TH 4+00 TO 108TH 9+00 NOVEMBER 2021 1 C8.20 1 335 XXXX I T-421435 R-4214335 I6+UU 305-9_ No. 322305-9106 i �4+00 I 1l. I H 2 CD O co LLJ U) 60% TO BE SUBMITTED AT A LATER DATE 15+00 � � I � I mnnGn nnnc co 11 � N fin Op � U W F- Cn LLI W (n W W 1 16+00 108TH AVE SE (SR 515) 17+00 16 0 (108TH-LINE) + 00 SCALE: 1" = 20' 60% SUBMITTAL vaCObS DRAWN P. ENG King County CHECKEDWILCOX `.FORIA PaaE6E1: 18 METRO it CHECKED N E005 TNCHECKED COMFACTNO'. REVISION BY APP'B DATE METRO PROJECT ENGINEER CXX%%%%%X 2 00 00 O W Z_ GENERALNOTES 1. SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. LEGEND EXISTING SIGN i PROPOSED SIGN SIGNING AND STRIPING NOTES 0 YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. QYELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 O3 WHITE LANE LINE PER WSDOT STD PLAN M-20AD-03 4O YELLOW TWO-WAY LEFT -TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 OWHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 (D WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 OEDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 (D TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 (D TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 10 TRAFFIC ARROW TYPE 1 S PER WSDOT STD PLAN M-24.40-02 GTHERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 12 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 13 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 14 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24AD-02 15 PAINT CURB (COLOR AS NOTED) i6 YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 17 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 18 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 19 RAISED BIKE LANE MARKINGS PER DETAIL ON SHEET iC5.01. 20 BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 (D BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 22 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 23 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 24 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 25 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 26 INSTALL NEW SIGN (AS NOTED) 27 RELOCATESIGN 28 REMOVE SIGN 29 MODIFY SIGN OWHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 (D THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 32 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 33 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M40.10-03 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SIGNING & STRIPING PLAN 108TH 13+00 TO 108TH 18+00 NOVEMBER 2021 1 C8.21 336 XXXX T-421436 R-4214336 0 E O O 00 60%D TO BE SUBMITTED AT A LATER DATE - _ — _ — — — _ — — I i 07� 4110-0010 108TH AVE SE (SR 515) 19+00 + (108TH-LINE) 60% SUBMITTAL No. I REvrI'A By 14PPE I --TE .;acobs METRO PROJECT ENGINEER 0 22+00 23+00 - + T _ _ 322305-91 0' 20' 40' SCALE: V = 20' MPRMD: P. ENG King County PaaE6EDD METRO E00588E18 �3 GENERALNOTES 1. SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. LEGEND EXISTING SIGN i PROPOSED SIGN SIGNING AND STRIPING NOTES 0 YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. QYELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 0WHITE LANE LINE PER WSDOT STD PLAN M-20AD-03 4O YELLOW TWO-WAY LEFT -TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 OWHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 O6 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 OEDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 (D TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 (D TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 10 TRAFFIC ARROW TYPE 1 S PER WSDOT STD PLAN M-24.40-02 0 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 12 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 13 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 14 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24AD-02 15 PAINT CURB (COLOR AS NOTED) YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 17 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 18 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 19 RAISED BIKE LANE MARKINGS PER DETAIL ON SHEET iC5.01. 20 BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 (D BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 22 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 23 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 24 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 25 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 26 INSTALL NEW SIGN (AS NOTED) 27 RELOCATESIGN 28 REMOVE SIGN 29 MODIFY SIGN OWHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 (D THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 32 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 33 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M40.10-03 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SIGNING & STRIPING PLAN 108TH 18+00 TO 108TH 23+00 NOVEMBER 2021 1 C8.21 A 337 XXXX T-421437 R-4214337 ze+oo 108TH AVE SE (SR 515) --29+ (108TH-LINE) Z 00 2 H 00 LLU W 60% SUBMITTAL No REVGION BY APP'B DATE E 108TH 30+21.11. 29.52' LT P225 25 �T ] 32 231E 108TH 30+35.37, 0.46' RT 30+00 31+00- _ 1087H 30+93.38, 0.36 22 LF u ] 33 F 108TH: 33 108TH 30+19.37, 28.02' RT ; N 108TH 30+73.39, 6.12' RT 31 108TH 30+55.37, 6.16' FIT � 1 — M4 1 )STH 30+18.66, 36.1O' RT 2] E22-1 I� iL_i 108TH 30+64.35. 22.75'RT -------:---=� ' _�- RT 4' RT 108TH _i 322305-9135�1 �I I W co GENERALNOTES 1. SEE SHEET 1C8.00 FOR GENERAL SIGNING 8 STRIPING NOTES. LEGEND EXISTING SIGN i PROPOSED SIGN SIGNING AND STRIPING NOTES 0 YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. QYELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 0WHITE LANE LINE PER WSDOT STD PLAN M-20AD-03 4D YELLOW TWO-WAY LEFT -TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 OWHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 O6 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 OEDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 (D TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 (D TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 10 TRAFFIC ARROW TYPE 1 S PER WSDOT STD PLAN M-24.40-02 0 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 12 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 13 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 14 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24AD-02 15 PAINT CURB (COLOR AS NOTED) 33+00 ifi YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 17 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 ).85, 29.54' FIT 18 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 at _ — — 19 RAISED BIKE LANE MARKINGS PER DETAIL ON SHEET iC5.01. 20 BIKE LANE BUFFER PER DETAIL CON SHEET 1CD.01 (D BIKE LANE DRIVEWAY CROSSINGS PER DETAIL CON SHEET 1CD.01 TH 31+99.25, 37.97' 3223 22 RT CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 j / 23 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 (n 24 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 H 25 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 00 CD.02 ao L26 INSTALL NEW SIGN (AS NOTED) 27 RELOCATESIGN 28 REMOVE SIGN 29 MODIFY SIGN I O WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN /ham M-24.60-04 }-(/)---(D THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 32 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 0' 20, 40, 33 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M40.10-03 SCALE: 1" = 20' METRO TRANSIT CAPITAL DIVISION �NovEMaER zozl .Jacobs AM`N PE"` RAPIDRIDE I LINE �� DRAWN°T w King County b °m c. wucox CHECKED: PRWECTNO: DRAWING NO METRO RENTON SEGMENT P S.FORMFN E00588E18 SIGNING &STRIPING PLAN 1C8.22 es!°""ysetG CHECKED `Dx1R"`T"°108TH 28+00 TO 108TH 33+00 sxEt]xD: oR METRO PROJECT ENGINEER CXX%RRRRX 338 XXXX T-421438 R-4214338 52+00 E - ' 322305-9035 E�yl 108TH 53+50.43, 29.43' LT I Cn 000 � III LLJ I I I I 108TH 54+62.13, 49.85' LT 3P 4LF 108TH 54+55.95. 36.95' LT I � 108TH AVE SE (SR 515) 53+00 `•^• LT (108TH-LINE) ECED � to o z 662340-0107 I II 1 I 60% SUBMITTAL ON REVI;I'A By I APPD I -ATE 0 O 0 O 55+00 SEE VOLUME 2 FOR CITY OF KENT IMPROVEMENTS - -b6+00 I N Z II 0' 20' 40' III SCALE: 1"=20' A.VILLAR P. ENG W°T , DRAWN: b °y CH King County a CHECKED ` S.FO FORMAN PRaE�RO. E00588E18 METRO slpNpys�' CHECKED COMFACTNO'. METRO PROJECT ENGINEER CXX%RRRRX 662340-01 57+00 GENERAL NOTES 1. SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. LEGEND EXISTING SIGN i PROPOSED SIGN SIGNING AND STRIPING NOTES iO YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. (D YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 0WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 GYELLOW TWO-WAY LEFT -TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 O5 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.1 D-03 OWHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 O7 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.1IW3 (D TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 (D TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 10 TRAFFIC ARROW TYPE 1 S PER WSDOT STD PLAN M-24.40-02 11 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 12 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 13 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 14 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02 15 PAINT CURB (COLOR AS NOTED) i6 YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 17 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 18 RED BUS LANE PAVEMENT MARKINGS PER DETAIL ON SHEET 1CD.01 19 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1 C5.01. 20 BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 21 BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 22 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 23 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 24 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 25 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 26 INSTALL NEW SIGN (AS NOTED) 27 RELOCATESIGN 28 REMOVE SIGN 29 MODIFY SIGN 30 WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 31 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10.01 32 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 33 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY)PER WSDOT STD PLAN M40.10-03 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SIGNING & STRIPING PLAN 108TH 52+00 TO 108TH 57+00 NOVEMBER 2021 1 C8.23 339 XXXX T-421439 R-4214339 o 5 UAW �yW �mX gE ff`R �µ�µx ?iJ�a E NF RED MMA PAVEMENT BACKGROUND i 4' . 3' . 4' . 3' . 4 ............................... ............. 4' 4' I 4' I 4' 18' RED MMA PAVEMENT BACKGROUND 4' 1 4' 1 4' 1 4' TRAFFIC LETTERS PER WSDOT STD PLANS M-80.30-00 RED BUS LANE PAVEMENT MARKINGS DETAIL rA SCALE: 1" 5' mRIGHT LAN ONLY EXCEPT RIGHT TURNS BLACK ON WHITE BAT LANE SIGN DETAIL SCALE: NTS 60% SUBMITTAL RSVIFIION HE 12" SYMBOL 4" SOLID WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 2' MIN. BUFFER ZONE VARIES PER PLAN BIKE LANE VARIES PER PLAN 4" WHITE DOTTED EXTENSION LINE CURB -MOUNTED DELINEATOR POSTS (TYPICAL) SEE DETAIL E. MEDIAN 4" SOLID WHITE LANE LINE CROSS 40" HATCH MARKING, 12' O.C. SPACING AT LOCATIONS SHOWN 40" ON PLANS PER WSDOT STD PLAN M-20.10-03 MIN. GAP 12' .,.. TI6" FROM FACE OF CURB 4" DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 DRIVEWAY BICYCLE LANE MARKINGS GREEN MMA PAVEMENT PER WSDOT STD BACKGROUND (TYPICAL) PLAN M-9.50-02 (TYPICAL) 20' MINIMUM VARIES BIKE LANE BUFFER DETAIL �1 SCALE: NTS 6" WHITE MMA z INSTALLED AFTER 3'TYP` 5D GREEN MMA I_ � ' f P IY S 3D �j ETD F E-1 35 3D { 2' o ALIGN WITH CROSSWALK BARS. GREEN MMA IF NO CROSSWALK, PLACE PAVEMENT CROSSBIKE AT 5' ON CENTER. BACKGROUND ONE-WAY CROSS BIKE PAVEMENT MARKING DETAIL SCALE: NTS BY I APPD I DATE Jacobs rHEK CHECKED l METRO PROJECT ENGINEER P. ENG L9 King County METRO HNaE6END E0O588E18 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT STRIPING DETAILS NOVEMBER 2021 1 CD.01 SHEETNOOF 340 XXXX T-421440 R-4214340 w 3zoH ao�i �mz I z mwv�i 0 O 0 U PLAN NOTE: CURB DOWELED INTO PAVEMENT. INSTALLATION PER MANUFACTURER'S SPECIFICATIONS. CURB MOUNTED DELINEATOR POSTS DETAIL rE1 SCALE: NTS GREEN MMA PAVEMENT BACKGROUND THROUGH INTERSECTION N 4" SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 4" DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 INSTALL 2 THERMOPLASTIC BICYCLE LANE SYMBOLS PER WSDOT STD PLAN M-9.50-02 INSTALL WHITE THERMOPLASTIC SYMBOL PER MUTCD CHAPTER 9, iO FIGURE 9C-7 �n TWO REFLECTIVE BANDS AROUND POST N 10 CURB MATERIAL: TRAFFIC 'B N RATED POLYETHYLENE SECTION J -I 2" DOTTED LINE EXTENSIONS PER DETAIL H X1 NOTE: BIKE DETECTOR PAVEMENT MARKING SHALL BE PLACED OVER BIKE LOOP DETECTORS AS SHOWN ON SIGNAL PLANS. BIKE DETECTOR PAVEMENT MARKING DETAIL SCALE: NTS 12" WHITE MMA STRIPE CURB —MOUNTED DELINEATOR POSTS 111 SEE DETAIL E REDUCED BIKE LANE BUFFER DETAIL SCALE: NTS TYP. TYP. f o...4.....of `t- GREEN MMA PAVEMENT BACKGROUND THROUGH INTERSECTION WHITE THERMOPLASTIC 0� 0�INSTALLED AFTER GREEN MMA DOTTED LINE EXTENSIONS DETAIL �F11 SCALE: NTS SYMBOL & LANE 4 T TI':IT-F o BICYCLE DETECTOR PAVEMENT o MARKING PER DETAIL F '4mm .! 25 TYPICAL W BICYCLE LANE LAYOUT AT INTERSECTIONS DETAIL u z SCALE: 1:10 8 m K � DESIGNED. MPRMD: 4 60% SUBMITTAL Jacobs DRAM S a r A. VILLPR P. ENG 920 M. KHPN CHECKED : PRQIECIND: x it S. FORMPN E00588E18 CHECKED: CcNCRKci 70 'gyp No. R-N}ON BY APP'D DATE u METRO PROJECT ENGINEER CX%RRRRRX 4'-S" 2'-3" SPEED BUMP SYMBOL DETAIL rT1 SCALE: NTS METRO TRANSIT CAPITAL DIVISION DATA RAPIDRIDE I LINE NOVEMBER2021 King County RENTON SEGMENT DMWING NO METRO . STRIPING DETAILS 1CD.02 SHFETNO: OF 341 XXXX T-421441 R-4214341 T-421442 R-4214342 T-421443 R-4214343 3 a ~gw Ao mA QElA 7aW >F V GENERAL NOTES f 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. 1 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 C 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. S. 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 APB STYLE PUSH BUTTON ASSEMBLIES SHALL BE INSTALLED FACING THE INTERSECTION AND PARALLEL WITH THE ASSOCIATED CROSSWALK. ORIENTATION OF THE APB 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 EXISTING 0- 0 O 4—D z m O DC PROPOSED 60% SUBMITTAL vaC�bS J J.DAMS P. ENG F H/ Q4R�,0 ,y�Tay�� uM King County . DADAMS CHECKE PNH,EC M.WEG METRO No. REVGCHECKED C�E18OMRACTNO' IOv BY APPD GATE ONAL METRO PROJECT ENGINEER CX%RRRRX I I M O D0 MAST ARM POLE LUMINAIRE PEDESTRIAN PUSH BUTTON PEDESTAL SIGNAL PEDESTAL VEHICLE SIGNAL HEAD VEHICLE SIGNAL HEAD WITH BACKPLATE PEDESTRIAN SIGNAL HEAD APB 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 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SIGNAL GENERALNOTES NOVEMBER 2021 1 TS1.00 344 XXXX T-421444 R-4214344 0 1 II 1 SD r IWviy �p"Q No P P- T T IUVT 0 47 S4 - SD SD SD SD S S S��S 0 G G N G — 0 — 10 0 (2ND-LINE) 22 o S6 -14*mm 23 SD IN 0 V SS SD SD SD - S — G G — ss WW r o p T 0 I m D m 0 I w 60% SUBMITTAL REvrioN By 14PPD I --TE O I CV L" ® T— T T 48 SD SD s S S G -- ss ss ss -A n1��P� %_• Mmm Irr p SD 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 1TS1.01 D. 4. FOR CONSTRUCTION NOTES SEE 1TS1.01 B. 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. SIGNS ONE WAY TUR BE] 5 ON RED 6, SIGNAL 83 84 R6-1 (R) (EXISTING) S2 R10-11b (36" W x 36" H) R10-10b (18" W x 24" H) To � To 4� ONLY ® SPECIAL (RELOCATED) 233-51- (30" W x 36" H) S8 SPECIAL (RELOCATED) LOGAN AVES] 0 D3-301(RELOCATED ) SIGNAL HEADS EXISTING NEW V 12' y 12" 8 Y 8" 46, 47, 48 49. 26 O 12" 24, 26, 27 . 12 . g. G 8 21, 22, 41 23 11 12 42,43 PRE-EMPTION SCHEDULE CHANNEL PHASES A 4 B 2 PHASE DIAGRAM 1 5 BIKE NOT USED 2 s i_ NOT F+* USED 3 7 NOT NOT USED USED 4 UNOT SED 1 PROTECTED VEHICLE MOVEMENT t--O-1 PEDESTRIAN MOVEMENT �1 BIKEMOVEMENT Is �FWEr� DROWNS PENOV F H/ Q4R�,0 ,y�Tay�� wuwN: � King County J. GANS CHECKE M.WEG PNaE6ENo METRO CHECKED E00588E18 `isYpNAy E�0 cxmxmcoxrRacTxo. METRO PROJECT ENGINEER CXX%RRRRx N 0' 10, 20' SCALE: V = 20' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SIGNAL PLAN S 2ND ST & LOGAN AVE S NOVEMBER 2021 1TS1.01A SxETNo Of 345 XXXX T-421445 R-4214345 r rvo E .K�]�F91:14NIPLTLP]L�' OREMOVE 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 R10.1 B 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. OPROTECT 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. OPROTECT 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. OPROTECT EXISTING TYPE III SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. RELOCATE SIGNS PER 1TS1.01 C. FURNISH AND INSTALL ONE FUR 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. O5 PROTECT EXISTING CONTROLLER AND SERVICE CABINET, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. WIRE SCHEDULE ® CONDUIT SIZE PPB/LOOP PRE-EMPTION PED APS VEH HEAD FED HEAD CCTV VIDEO DETECTION SERVICE STREETLIGHT 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 3 3' (EX) PROTECT EXISTING WIRING 4 3' (EX) 1 PROTECT EXISTING WIRING 5 2' (EX) 1 PROTECT EXISTING WIRING N 0' 20' 40' SCALE: 1" = 4V 60% SUBMITTAL ' METRO TRANSIT CAPITAL DIVISION WNOVEMBERzoz1 Jacobs W P. P¢ o wA „NF�� DR°W s RAPIDRIDE I LINE p a King County �. onNs CHECKED PRWECTNN, RENTON SEGMENT DRAWING NO. ��'�'RFCT"61�EOG M.WEEENER E00586E18 METRO DETECTION PLAN & WIRING SCHEDULE 1TS1.01B ���NAL 1 CHECKED CONTRACTNO'. OHEETNO' OF REvrioN BY nPvU SATE S 2ND ST & LOGAN AVE S METRO PROJECT ENGINEER CXX%%%%%X 346 XXXX T-421446 R-4214346 2 71 9. S yOLL< 1O 3 SECTION, 4 SECTION AND GREATER SIGNAL HEADS SHALL USE TYPE M MOUNTING COUPLING INSTALLED AT OFFSET INDICATED IN PLANS. 1 _ O FIELD INSTALLED. SIGN SIZES SHALL NOT EXCEED THE MAXIMUM VALUES LISTED AT RIGHT. 3O LOCATION SHALL BE APPROVED BY CITY OF RENTON ENGINEER PRIOR TO INSTALLATION. 1 VIDEO DETECTION CAMERA LOCATED BETWEEN THROUGH AND LEFT TURN LANE, OR CENTERED ® ON APPROACH IF LEFT TURN LANE DOES NOT EXIST. C 5O 1'-0"MIN. TO 2'-6"MAX. FROM POLE CENTERLINE TO SIGN EDGE. O FOR POST MOUNTED SIGNS THERE SHALL BE Z-0" MIN. FROM THE FACE OF CURB OR THE EDGE OF THE SHOULDER TO THE EDGE OF THE SIGN. © PLACEMENT SHALL BE Z-0" MIN. FROM FACE OF CURB OR EDGE OF SHOULDER; T-0" MIN. FROM FACE OF GUARDRAIL; 4' - O" MIN. FROM CONIC. 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 E. POST MTD. SIGN I. APB PUSH BUTTON b. MAST ARM MTD. SIGN f. LUMINAIRE j. HANDHOLE C. STREET NAME SIGN g. PEDESTRIAN DISPLAY k. VIDEO DETECTION CAMERA d. PRE-EMPT DETECTOR h. TERMINAL CABINET I. PTZ CAMERA MAST MOUNTING FIELD LOCATION ARM HEIGHT(FT) TYPE LENGTH POLE# STATION OFFSET LT. RT. P.O.A. Oi XXXX XXXX X 0 1 OXXXX XXXX X 0 111 O3`� XXXX XXXX X 0 1 (4) XXXX XXXX X 0 111 Al I A2 SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY MIN. I MAX. HORIZONTAL DISTANCE ALL 40' 1 45' 1 50' 53'-180' FROM STOP LINE 3 SECTION 12' 16.5' 17.5' 19.2' 20.9' 22.0' 5 SECTION CLUSTER 12" 4 SECTION 12" 16.5' 17.0' 18.0' 19.T 20.8' MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO ROADWAY MEASURE ATTACHMENT POINT ANGLES CLOCKWISE FROM POLE ORIENTATION LINE (El ATTACHMENT POINT) TO THE ATTACHMENT POINT LOCATION E2 POLE AND ALL RELATED HARDWARE I COMPONENTS SHALL BE PAINTED RAL 9005TS "JET BLACK" UNLESS OTHERWISE SPECIFIED BY CITY OF RENTON TRANSPORTATION ENGINEERING. STANDARD TYPE WSDOT STANDARD PLAN REFERENCES POLE 11 ON I ELECTRICAL .FOUND STANDARD CURB PPB FIXED aREnxawav J-20.10 J-20.15 J-20.10 J-20.15 J-20.10 J-20.15 PS J-20.16 J-21.10 J-20.20 I J-21.15 J-21.10 J-21.20 II, III, SO WA J-26.10 J-26.1� N/A N/A 90° ATTACHMENT m n0- ``POINT ALL HANDHOLES AT 180A POLE ORIENTATION LINE E1 FROM El (El ATTACHMENT POINT) pANCHOR BOLT PLATE LOCATION STATION XYZ f0l MASTARM LENGTH X Y Z (fta) 6' 19.8 8' 26.4 10, 33.0 12' 39.6 14' 46.2 16, 52.8 POLE ORIENTATION p ANGLE (P.O.A.) �77- DEGREES CLOCKWISE 9 9 FROM OFFSET LINE TO POLE ORIENTATION LINE POLE ORIENTATION AND ATTACHMENT POINT (El ATTACHMENT POINT) id OSIDEWALK SUR ACEOM®J� � I TO CENTER OF PEDESTRIAN PUSH TYPE PPB TYPE PS BUTTON FPS POST PED. HAD STANDARD TYPEI VEHICLE HEAD STANDARD a LUMINAIRE, MOUNTING, SHROUD AND ARM PER STD PLANS 117.1 AND 117.3. LUMINAIR ARM LENGTH PER DESIGN PLANS SIGN HEIGHT WIDTH AREA b 3.0 FT I N/A 17.5 SQ. FT. c 3.0 FT I N/A 136.0 SQ. FT. e I N/A 13.0 FT 115.0 SQ. FT. b J 0 27" POLE AND MAST ARM PER MANUFACTURER'S PLANS. MANUFACTURER'S PLANS SHALL BE SIGNED AND STAMPED BY A WASHINGTON STATE THICKENED EDGE FOR FOUNDATIONS LOCATED WITHIN SIDEWALK: LICENSED STRUCTURAL ENGINEER. ANCHOR BOLTS, PROVIDE ADEQUATE ADDITIONAL LENGTH TO ACCOMMODATE SIDEWALK THICKNESS WHILE MAINTAINING EMBEDMENT REQUIREMENTS. AT LEAST TWO FULL THREADS SHALL EXTEND ABOVE THE TOP HAW -HEX NUT. ANCHOR BOLTS MAY BE CUT TO ACCOMMODATE ANCHOR BOLT COVER 4Y SIDEWALK & THICKENED EDGE, SIDEWALK THICKNESS DEFINED IN CONTRACT PLANS, PLACE _ ABOVE AND AROUND PERIMETER OF TOP OF FOUNDATION 6" J' MINIMUM SPACE BETWEEN BOTTOM OF HEAVY -HEX NUT AND CONCRETE I I8 DMSORVMSISNOT ALLOWED ON THESE POLES. SIGNAL STANDARD CHART SIGNAL MAST ARM DATA OFFSET DISTANCE -Z(FT)(POLE CENTERLINE TO ATTACHMENT POINT) WINDLOADAREAS -XY(FT)' B1 B2 B3 B4 B5 B6 B7 B8 39 B10 B11 B1 B2 B3 B4 B6 B7 B9 B10 Bll B12 40 1 18.5 1 40 1 40 I 1 28.5 1 25 1 34 1 16.5 1 19.5 30 1 18.5 1 40 1 28 1 25 1 18 1 21 *FOUNDATION DEPTH IS BASED ON DESIGN LATERAL BARING PRESSURE OF 1,500-2,500 FT"3 BASED ON TBD. "ASSUMES ADDITIONAL 500 FT' FOR FUTURE EQUIPMENT ON NEW SIGNAL STANDARDS. ***El & E2 DESIGNATE POLE MOUNTED SIGNS. "**P.O.A MEASURED FROM "2ND-LINE". No 60% SUBMITTAL REv6I0N By I APP'D I DATE 23 .;acobs m W-31 9.2 1 7.5 1 9.2 1 7.5 12 1 9.2 1 9 1 9.2 1 7.5 J.DANS DRAWN J. DANS cxEcxeo M.WEGENER CHECKEDT METRO PROJECT ENGINEER Ile LUMINAIRE (X)(y)(Z) = ARM (FT) TOTAL (FT)' C 9.3 1703.2 16 9.3 1470.1 16 E00566E18 coon N0 CXXXXXXXX TYPE 11, III & SO SIGNAL STANDARD POLE ATTACHMENT POINT ANGLES (deg)**** Nil 1 I ASSUMES ADDITIONAL 500 FT' FOR FUTURE EQUIPMENT ON NEW SIGNAL STANDARDS. FOUNDATION DEPTHS (FT) Iimm1i1mf`i1m■i■■f■mmmm mmummammmommm MEMEMMMENE King County METRO METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT POLE SCHEDULE S 2ND ST & LOGAN AVE S REMARKS NOVEMBER 2021 1TS1.01C SHEETNo Of 347 XXXX T-421447 R-4214347 T-421448 R-4214348 r No E 60% SUBMITTAL ON RE Ll;iA By I RPc'D I --TE 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 ITS1.02B. S. 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. APS PUSH BUTTON MESSAGES PHASE AUDIBLE MESSAGE 1&2 'WAIT""WAIT TO CROSS 2ND AT MORRIS" 4 'WAIT""WAIT TO CROSS MORRIS AT 2ND" SIGNS NO TURN ON RED S1 R10.11b (36" W x 36" H) SIGNAL HEADS EXISTING NEW O 12 O 12" �� R 9 012 72 72 48 Y 8 12 28,29,49 12' 12' G 8" 12" 22,23,24 41,42 11,12 21 PRE-EMPTION SCHEDULE CHANNEL PHASES A&C 2 B 4 PHASE DIAGRAM 1 5 NOT BIKE ► USED 2 6 NOT USED 3 7 NOT NOT USED USED 4 8 NOT USED —Ir PROTECTED VEHICLE MOVEMENT e--0—s PEDESTRIAN MOVEMENT mmmmm► BIKE MOVEMENT J. DAMS P. ENG H/ Q4R�,0 ,y�Tay�� wDAM King County J. DAMS CHECKE M.WEG PxaE6Exo 18 METRO p'$'RFc�11,TTgF� CHECKED E005 TN `isYpA,Ay E15G cxmxm� coxrvAcixo. METRO PROJECT ENGINEER CXX%RRRRX N 0' 10, 20' SCALE: 1" = 20' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SIGNAL PLAN S 2ND ST & MORRIS AVE S NOVEMBER 2021 1 TS 1.02A IUS XXXX�Xxxxx T-421449 R-4214349 R r 0 z x rvo E — —s s SD SD S 2ND ST (2ND-LINE) ss ss 0 r5 I III ,: 0 G -- p l G G 0 13+00 gSD S SD SD— s WIRE SCHEDULE ® CONDUIT SIZE PPB/LOOP PRE-EMPTION PED APS VEH HEAD/ PED HEAD CCTV VIDEO DETECTION SERVICE STREETLIGHT GROUND PERCENTAGE FILL NOTES 2CS 3CS 4C 5C CAT6e #6 AWG #8 AWG #6 AWG k8 AWG 1 2" 2 1 2" 2 1 2 3" 1 SPARE 3" 4 3 10 2 1 SEE INTERCONNECT PLANS FOR INSTALLATION OF FIBER IN CONDUIT 3 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 3" 1 2 4 1 14 2" 2 1 2" 1 SPARE 15 2" 1 1 16 2" 1 1 3" 3 2 4 1 17 2" 2 1 2" 1 SPARE 18 2- (EX) 2 1 2" 2 1 2 1 19 3" 1 SPARE 20 2"1 1 1 5 1 21 2" 2 1 22 2" 1 1 5 1 3" 1 1 6 LL2 LL2 1 SEE INTERCONNECT PLANS FOR INSTALLATION OF FIBER IN CONDUIT 23 2" CONSTRUCTION NOTES OREMOVE 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 FUR 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. 1A 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 APB PEDESTRIAN PUSH BUTTON WITH SIGN ON SIGNAL POLE. iB FURNISH AND INSTALL TYPE PPE 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 APB PEDESTRIAN PUSH BUTTON WITH SIGN ON SIGNAL POLE, 40REMOVE 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. OFURNISH 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. 40PROTECT 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 T ABOVE GRADE. 3A PROTECT EXISTING TYPE I SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. OPROTECT EXISTING TYPE I SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. 40FURNISH AND INSTALL ONE APB PEDESTRIAN PUSH BUTTON WITH SIGN ON EXISTING LIGHT POLE. PROTECT EXISTING LIGHT POLE, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. OFURNISH AND INSTALL TYPE FPS SIGNAL STANDARD PER WSDOT STANDARD PLAN J-20.11 AND DETAIL 1TS1.02C. FURNISH AND INSTALL ONE APB PEDESTRIAN PUSH BUTTON WITH SIGN ON SIGNAL POLE. 6A FURNISH AND INSTALL TYPE FPS 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. OPRIOR TO THE REMOVAL OF EXISTING CABINET, CONSTRUCT JOINT CONTROLLERISERVICE 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. OFURNISH AND INSTALL A NEW TYPE 8 JUNCTION BOX PER WSDOT STD. PLAN J-40.30. OFURNISH AND INSTALL A NEW TYPE 2 JUNCTION BOX PER WSDOT STD. PLAN J-40.10. 10 REMOVE EXISTING JUNCTION BOXES, CONDUIT ELBOWS AND ALL ASSOCIATED WIRING AND CONDUITS. BACKFILL VOIDS. 11 INTERCEPT EXISTING CONDUIT AND EXTEND TO NEW JUNCTION BOX. 12 REMOVE EXISTING JUNCTION BOX. FURNISH AND INSTALL A NEW TYPE 2 JUNCTION BOX PER WSDOT STD. PLAN J-40.10. N 0' 20, 40' SCALE: 1" = 40' 60% SUBMITTAL ' METRO TRANSIT CAPITAL DIVISION WNOVEMBERzoz1 Jacobs W P. P¢ owA„NF�� DR° s RAPIDRIDE I LINE �p �� a � King County �. GANs CHECKED PRWECTNN, METRO RENTON SEGMENT DRAWING No. ��'�'RFci"61�EOG M.WEGENER E06566E18 R DETECTION PLAN & WIRING SCHEDULE 1TS1.02B ��DNAL CHECKED CONTRACTNO'. GHEETNO' OF REvrION By nrr0 DATE S 2ND ST & MORRIS AVE S METRO PROJECT ENGINEER CXX%%%%%X 350 XXXX T-421450 R-4214350 1 r NOTES iQ 3 SECTION, 4 SECTION AND GREATER SIGNAL HEADS SHALL USE TYPE M MOUNTING COUPLING INSTALLED AT OFFSET INDICATED IN PLANS. O FIELD INSTALLED. SIGN SIZES SHALL NOT EXCEED THE MAXIMUM VALUES LISTED AT RIGHT. 0 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. © l'-0"MIN. TO Z-6"MAX. FROM POLE CENTERLINE TO SIGN EDGE. O 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; T-0" MIN. FROM FACE OF GUARDRAIL; 4' - O" MIN. FROM CONIC. 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. APB PUSH BUTTON j. HANDHOLE k. VIDEO DETECTION CAMERA 1. PTZ CAMERA SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY MIN. I MAX. HORIZONTAL DISTANCE ALL 40' 1 45' 1 50' 53'-180' FROM STOP LINE 3 SECTION 12' 16.5' 17.5' 19.2' 20.9' 22.0' 5 SECTION CLUSTER 12" 4 SECTION 12" 16.5' 17.0' 18.0' 19.T 20.8' MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO ROADWAY MEASURE ATTACHMENT POINT ANGLES CLOCKWISE FROM POLE ORIENTATION LINE (El ATTACHMENT POINT) TO THE ATTACHMENT POINT LOCATION E2 POLE AND ALL RELATED HARDWARE I COMPONENTS SHALL BE PAINTED RAL 9005TS "JET BLACK" UNLESS OTHERWISE SPECIFIED BY CITY OF RENTON TRANSPORTATION ENGINEERING. STANDARD TYPE WSDOT STANDARD PLAN REFERENCES POLE FOUNDATION ELECTRICAL STANDARD CURB PPE FIXED BREu WAY J-20.10 J-20.15 J-20.10 J-20.15 d J-20.10 J-20.15 PS J-20.16 J-21.10 J-20.20 I J-21.15 J-21.10 J-21.20 II, III, SO WA J-26.10 J-26.1� NIA N/A 90° ATTACHMENT ``POINT m ALL HANDHOLES AT 180A El FROM El POLE ORIENTATION LINE (El ATTACHMENT POINT) pANCHOR BOLT PLATE LOCATION STATION n0- POLE ORIENTATIONANGLE (P.O.A.)DEGREES CLOCKWISEv� FROM OFFSET LINE TO POLE ORIENTATION LINE POLE ORIENTATION AND ATTACHMENT POINT (El ATTACHMENT POINT) i OT-6" MEASURED FROM®T SIDEWALK SURFACE TO CENTER OF PEDESTRIAN PUSH TYPE PPB BUTTON PPB POST XYZ 83 MASTARM LENGTH X Y Z (fta) 6' 19.8 8' 26.4 10, 33.0 12' 39.6 14' 46.2 16, 52.8 9 9 i O TYPE PS PEQ HEAD STANDARD a LUMINAIRE, MOUNTING, SHROUD AND ARM PER STD PLANS 117.1 AND 117.3. LUMINAIR ARM LENGTH PER DESIGN PLANS SIGN HEIGHT WIDTH AREA b 3.0 FT I N/A 7.5 SQ. FT. c 3.0 FT I N/A 36.0 SQ. FT. e I N/A 13.0FTI15.OSCLFT. b J 0 27" 0 © 0 OW I J, POLE AND MAST ARM PER MANUFACTURER'S PLANS. MANUFACTURER'S PLANS SHALL BE SIGNED AND STAMPED BY A WASHINGTON STATE THICKENED EDGE FOR FOUNDATIONS LOCATED WITHIN SIDEWALK: LICENSED STRUCTURAL ENGINEER. 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 45Q SIDEWALK & THICKENED EDGE, SIDEWALK THICKNESS DEFINED IN CONTRACT PLANS, PLACE _ ABOVE AND AROUND PERIMETER OF TOP OF FOUNDATION 6" J' MINIMUM SPACE BETWEEN BOTTOM OF HEAVY -HEX NUT AND CONCRETE J- DMS OR VMS IS NOT TYPE 1 ® ALLOWED ON THESE POLES. VEHICLE HEAD STANDARD Nil TYPE II, III & SO ASSUMES ADDITIONAL 500 FT' FOR FUTURE EQUIPMENT ON SIGNAL STANDARD NEW SIGNAL STANDARDS. SIGNAL STANDARD CHART SIGNAL MAST ARM DATA FIELD LOCATION MAST ARM MOUNTING HEIGHT (FT) LUMINAIRE ARM (FT) POLE ATTACHMENT POINT ANGLES (deg)"' FOUNDATION DEPTHS (FT) N(Y)(Z) - TYPE OFFSET DISTANCE - Z(FT) (POLE CENTERLINE TO ATTACHMENT POINT) WINDLOAD AREAS -XY (FT)' TOTAL REMARKS LENGTH (FT) (FT)3 POLE# STATION OFFSET LT. RT. P.O.A. Al A2 B1 B2 B3 B4 B5 B6 B7 B8 39 B10 Ell B1 B2 B3 B4 B6 B7 B9 B10 B11 B12 ** C D E1 F1 F2 F3'"' G1 G2 H 11 12 TRQ TSQ. 4'RD. OXXXX XXXX X 0 LP 40 0 180 1A XXXX XXXX X 0 PS 0 270 270 1B XXXX XXXX X 0 PPB 0 2A XXXX >Q= X 0 1 90 90 90 180 180 OXXXX XXXX X LP 40 0 90 270 270 OXXXX XXXX X 0 1 90 180 OXXXX XXXX X 0 PPB 270 6A XXXX XXXX X 0 PPB 270 'FOUNDATION DEPTH IS BASED ON DESIGN LATERAL BEARING PRESSURE OF 1,500-2,500 FTA3 BASED ON TBD. "ASSUMES ADDITIONAL 500 FT' FOR FUTURE EQUIPMENT ON NEW SIGNAL STANDARDS. "`P.O.A. MEASURED FROM "2ND-LINE". ""SIGNAGE MOUNTED TO POLE. 60% SUBMITTAL vaC�bS 3�F WEr,� J.DAMS P. ENG F H/ Q4R�,0 ,yCTay�� JDRAWNDAM � King County J. DAMS CHECKE PROJECTNO M.WEG E00566E18 METRO �'$'RFCC�yggF�� M. WEGENER E00558E18 `'sYpA,Ay E15G CHECKED COMRACTNO No. REVGIOv BY APPD GATE METRO PROJECT ENGINEER CXX%RRRRX METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT POLE SCHEDULE S 2ND ST & MORRIS AVE S NOVEMBER 2021 1 TS 1.02C 351351 XXXX T-421451 R-4214351 T-421452 R-4214352 I No E 60% SUBMITTAL REVI;Iov By 14PPD I BATE .;acobs 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 'W 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. J. DAMS DRAWN J. DANS cxEcxeo T 90�RFC,i� M.WEGENER `isYpA,Ay ECG CHECKED METRO PROJECT ENGINEER PHASE DIAGRAM 5 NOT BIKE USED 2 6 NOT USED 3 7 NOT NOT USED USED 4 8 NOT USED D PROTECTED VEHICLE MOVEMENT C—PC—> PEDESTRIAN MOVEMENT �> BIKE MOVEMENT PRE-EMPTION SCHEDULE CHANNEL PHASES A&B 2 C 4 P. ENG King County METRO PxH,E6Exo E00558E18 �� SIGNAL HEADS EXISTING NEW O12" 1T R 17 w120 1r v 1r OG 12" 12" G 12" 21,22,23, 11 24 41,42 28, 29, 48, 49 APS PUSH BUTTON MESSAGES PHASE AUDIBLE MESSAGE 1 "WAIT" "WAIT" "WAIT TO CROSS SECOND 2 AT SHATTUCK" 'WAIT" "WAIT TO CROSS SHATTUCK 4 AT SECOND" CQIWK ONE WAY No TURN ON RED s1 ONLY Sa R6-1 (L) SPECIAL pB'WX24"H) R10-11b (36" W x 36" H) S2 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SIGNAL PLAN S 2ND ST & SHATTUCK AVE S N 0' 10, 20' SCALE: 1" = 20' NOVEMBER 2021 1 TS 1.03A I 353 XXXX T-421453 R-4214353 0 � o � I � � I I OS �^ \OS\°S CONSTRUCTION NOTES: OFURNISH AND INSTALL TYPE PS SIGNAL STANDARD PER WSDOT STANDARD PLAN J-20.16 AND DETAIL ITS1.03C. FOUNDATION SHALL BE FLUSH WITH GRADE. FURNISH 5D s AND INSTALL TWO PEDESTRIAN SIGNAL HEADS AND TWO APB PEDESTRIAN PUSH O I*— ss 55 BUTTONS WITH SIGNS ON SIGNAL POLE. SS --=72ff' s s- O O REMOVE AND SALVAGE ONE VEHICLE HEAD, ONE PEDESTRIAN HEAD AND o- S 2ND ST BRACKETS. PLUG HOLES IN POLE. FURNISH AND INSTALL ONE 3-SECTION VEHICLE L HEAD AND ONE 3-SECTION BICYCLE SIGNAL HEAD TO EXISTING LIGHT POLE USING A (2ND-LINE) 19+00 TYPE H MOUNT PER WSDOT STANDARD PLAN J-75.10. FURNISH AND INSTALL ONE FUR VIDEO DETECTION CAMERA ON THE EXISTING LIGHT POLE MAST ARM AIMED TOWARDS THE BICYCLE DETECTION ZONE. FURNISH AND INSTALL SPECIAL DESIGN a SIGN S2 TO EXISTING LIGHT POLE. RETURN ALL SALVAGED SIGNAL EQUIPMENT IN ae ITS EXISTING CONDITION TO THE CITY OF RENTON UNLESS OTHERWISE NOTED. PROTECT EXISTING LIGHT POLE, FOUNDATION AND ASSOCIATED EQUIPMENT IN a PLACE UNLESS OTHERWISE SPECIFIED. yam. � ,o:I., 4 a,o `N Imm ��r OFURNISH AND INSTALL TYPE PS SIGNAL STANDARD PER WSDOT STANDARD PLAN J-20.16 AND DETAIL ITS1.03C. 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. OPROTECT EXISTING TYPE I SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. INSTALL NEW R10.11B SIGN AT TOP OF POLE SO IT IS MINIMUM T ABOVE GRADE. 3A PROTECT EXISTING TYPE I SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. O4 PROTECT EXISTING LIGHT POLE, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. OFURNISH AND INSTALL TYPE PS SIGNAL STANDARD PER WSDOT STANDARD PLAN J-20.11 AND DETAIL ITS1.03C. FURNISH AND INSTALL ONE PEDESTRIAN SIGNAL HEAD AND ONE ADS PEDESTRIAN PUSH BUTTON WITH SIGN ON SIGNAL POLE. \ RELOCATE AND INSTALL EXISTING R6-1 (L) SIGN FROM EXISTING PS POLE TO NEW PS POLE. s� 40PROTECT EXISTING TYPE I SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. WIRE SCHEDULE ® CONDUIT SIZE PPB I LOOP PRE-EMPTION PED APS VEH HEAD I PED HEAD EH HEAE CCTVVIDEO DETECTION SERVICE STREET LIGHT GROUND PERCENTAGE FILL NOTES 2CS 3C$ 4C 5C 7C CAT6e #6 AWG #8 AWG #6 AWG 48 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 3" 2 3 7 1 1 1 5 1.25" 2 1 1.25" 1 6 2" 2 1 1 EX 3" 2 3 7 1 1 1 7 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" 19 EX2" 1 2 2 1 20 EX 2"1 1 1 6A FURNISH AND INSTALL TYPE PPB SIGNAL STANDARD PER WSDOT STANDARD PLAN J-20.15 AND DETAIL ITS1.03C. FOUNDATION SHALL BE FLUSH WITH GRADE. FURNISH AND INSTALL ONE APS PEDESTRIAN PUSH BUTTON WITH SIGN ON SIGNAL POLE. 6B FURNISH AND INSTALL TYPE PPB SIGNAL STANDARD PER WSDOT STANDARD PLAN J-20.15 AND DETAIL ITS1.03C. FOUNDATION SHALL BE FLUSH WITH GRADE. FURNISH AND INSTALL ONE APB PEDESTRIAN PUSH BUTTON WITH SIGN ON SIGNAL POLE. 0 FURNISH AND INSTALL A NEW TYPE 8 JUNCTION BOX PER WSDOT STD. PLAN J-40.30. OREMOVE 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. O9 REMOVE EXISTING JUNCTION BOXES, CONDUIT ELBOWS AND ALL ASSOCIATED WIRING AND CONDUITS. BACKFILL VOID. 10 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. 11 REMOVE EXISTING CABINET FOUNDATION. REMOVE AND RELOCATE EXISTING CONTROLLER CABINETS AND ALL ASSOCIATED EQUIPMENT. REMOVE ALL WIRING AND CONDUIT. 12 INTERCEPT EXISTING CONDUIT AND EXTEND TO NEW JUNCTION BOX. N 0' 20' 40' SCALE: 1" = 40' 60% SUBMITTAL ' METRO TRANSIT CAPITAL DIVISION WNovEMBERzoz1 .jacobs W PEND P¢owa„NF�� �A,s RAPIDRIDE I LINE p a King County J. DANs w CHECKED PRWECTNN, RENTON SEGMENT DRAWING NO �M.WEGENER E00566E18 METRO DETECTION PLAN & WIRING SCHEDULE 1TS1.03B No. REnscN BY APPD DATE ��ONAr. CHHECKED C0N°"CTNO S 2ND ST & SHATTUCK AVE S SHHFE�N0i OF METRO PROJECT ENGINEER CXX%RRRRX 354 XXXX T-421454 R-4214354 - NOTES V 1O 3 SECTION, 4 SECTION AND GREATER SIGNAL HEADS SHALL USE TYPE M MOUNTING COUPLING INSTALLED AT OFFSET INDICATED IN PLANS. 1 }� O FIELD INSTALLED. SIGN SIZES SHALL NOT EXCEED THE MAXIMUM VALUES LISTED AT RIGHT. J 3O LOCATION SHALL BE APPROVED BY CITY OF RENTON ENGINEER PRIOR TO INSTALLATION. 1 VIDEO DETECTION CAMERA LOCATED BETWEEN THROUGH AND LEFT TURN LANE, OR CENTERED ® ON APPROACH IF LEFT TURN LANE DOES NOT EXIST. C © l'-0"MIN. TO Z-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; T-0" MIN. FROM FACE OF GUARDRAIL; 4' - O" MIN. FROM CONIC. 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. APB PUSH BUTTON j. HANDHOLE k. VIDEO DETECTION CAMERA 1. PTZ CAMERA SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY MIN. I MAX. HORIZONTAL DISTANCE ALL 40' 1 45' 1 50' 53'-180' FROM STOP LINE 3 SECTION 12' 16.5' 17.5' 19.2' 20.9' 22.0' 5 SECTION CLUSTER 12" 4 SECTION 12" 16.5' 17.0' 18.0' 19.T 20.8' MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO ROADWAY MEASURE ATTACHMENT POINT ANGLES CLOCKWISE FROM POLE ORIENTATION LINE (El ATTACHMENT POINT) TO THE ATTACHMENT POINT LOCATION E2 POLE AND ALL RELATED HARDWARE I COMPONENTS SHALL BE PAINTED RAL 9005TS "JET BLACK" UNLESS OTHERWISE SPECIFIED BY CITY OF RENTON TRANSPORTATION ENGINEERING. STANDARD TYPE WSDOT STANDARD PLAN REFERENCES POLE FOUNDATION ELECTRICAL STANDARD CURB PPE FIXED BREu WAY J-20.10 J-20.15 J-20.10 J-20.15 J-20.10 J-20.15 PS J-20.16 J-21.10 J-20.20 I J-21.15 J-21.10 J-21.20 II, III, SO WA J-26.10 J-26.1� NIA N/A 901, ATTACHMENT ``POINT m ALL HANDHOLES AT 180A E1 FROM El POLE ORIENTATION LINE (El ATTACHMENT POINT) pANCHOR BOLT PLATE LOCATION STATION n0- POLE ORIENTATIONANGLE (P.O.A.)DEGREES CLOCKWISEv� FROM OFFSET LINE TO POLE ORIENTATION LINE POLE ORIENTATION AND ATTACHMENT POINT (El ATTACHMENT POINT) i OT-6" MEASURED FROM®T SIDEWALK SURFACE TO CENTER OF PEDESTRIAN PUSH TYPE PPB BUTTON PPB POST XYZ 83 MASTARM LENGTH X Y Z (fta) 6' 19.8 8' 26.4 10, 33.0 12' 39.6 14' 46.2 16, 52.8 9 9 i id O TYPE PS PEQ HEAD STANDARD is a LUMINAIRE, MOUNTING, SHROUD AND ARM PER STD PLANS 117.1 AND 117.3. LUMINAIR ARM LENGTH PER DESIGN PLANS SIGN HEIGHT WIDTH AREA b 3.0 FT I N/A 7.5 SQ. FT. c 3.0 FT I N/A 36.0 SQ. FT. e I N/A 13.0FTI15.OSCLFT. b J 0 27" 0, 0 Ed4wAmzjlilll�� POLE AND MAST ARM PER MANUFACTURER'S PLANS. MANUFACTURER'S PLANS SHALL BE SIGNED AND STAMPED BY A WASHINGTON STATE THICKENED EDGE FOR FOUNDATIONS LOCATED WITHIN SIDEWALK: LICENSED STRUCTURAL ENGINEER. 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 45Q SIDEWALK & THICKENED EDGE, SIDEWALK THICKNESS DEFINED IN CONTRACT PLANS, PLACE _ ABOVE AND AROUND PERIMETER OF TOP OF FOUNDATION 6" J' MINIMUM SPACE BETWEEN BOTTOM OF HEAVY -HEX NUT AND CONCRETE J_ DMS OR VMS IS NOT TYPE 1 ® ALLOWED ON THESE POLES. VEHICLE HEAD STANDARD Nil TYPE II, III & SO ASSUMES ADDITIONAL 500 FT' FOR FUTURE EQUIPMENT ON SIGNAL STANDARD NEW SIGNAL STANDARDS. 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) REMARKS OFFSET DISTANCE - Z(FT) (POLE CENTERLINE TO ATTACHMENT POINT) WINDLOAD AREAS -XY (FT)' (X)(y)(Z) - TOTAL POLE# STATION OFFSET LT. RT. P.O.A. Al A2 B1 B2 B3 B4 B5 B6 B7 B8 39 B10 Ell B1 B2 B3 B4 B6 B7 B9 B10 B11 B12 (FT)3 ** C D E1 F1 F2 G1 G2 H 11 12 TRD. TSQ. 4'RD. iO XXXX XXXX X 0 PS 0 270 90 0 OXXXX XXXX X 0 LP 40 0 90 90 2A XXXX XXXX X 0 PS 90 0 OXXXX >Q= X 0 PS 0 90 6A XXXX XXXX X 0 PPB 270 6B XXXX XXXX X 0 PPB 270 'FOUNDATION DEPTH IS BASED ON DESIGN LATERAL BEARING PRESSURE OF 1,500-2,500 FTA3 BASED ON TBQ "ASSUMES ADDITIONAL 500 FT' FOR FUTURE EQUIPMENT ON NEW SIGNAL STANDARDS. "`P.O.A. MEASURED FROM 42ND-LINE". 60% SUBMITTAL vaC�bS 3�F WEr,� J.DAMS P. ENG F H/ Q4R�,0 ,yCTay�� JDRAWNDAM � King County J. DAMS CHECKE PROJECTNO M.WEG E00566E18 METRO �'$'RFCC�yggF�� M. WEGENER E00558E18 `'sYpNAy E�0 CHECKED COMRACTNO No. REVGIOv BY APPD GATE METRO PROJECT ENGINEER CXX%RRRRX METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT POLE SCHEDULE S 2ND ST & SHATTUCK AVE S NOVEMBER 2021 1 TS 1.03C I 355 XXXX T-421455 R-4214355 T-421456 R-4214356 r -OHP i P�OHP a N OHP OHPOHP qIT I x a � a X HE 4A OH °C 6 18 n — OHP 0 l SD IWviy �p"Q No a I U 42 0- 41 V IP OHP OHPP OHP HP4OHPOHP OHF ' OHP OH L OHP CHIP HP OHP OHP- CO 10 9 10 a / P OHP 0 P 0 0 P oV m ro 81 w P VSDTSD T A� 20 SD ///so - 0 60% SUBMITTAL REvrioN 51 i / a By 14PPD I DSTE 82 y / / 88 lJ TYP. a 51 WAY 11.DD P - P p — P T g�F� SD SD SO .;acobs J. DAMS DRAWN J. DANS cxEcxeo T 90�RFCTi� M.WEGENER `isYpNAy EEO CHECKED METRO PROJECT ENGINEER 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 ITS1.04B. 5. FOR ILLUMINATION PLANS AND DETAILS SEE XXXXX. 6. FOR ITS PLANS AND DETAILS SEE XXXXX. AUre King County METRO PNH,E6ENo E00558E18 CONWACTxo. CXXXXXXXX SIGNAL HEADS EXISTING 120FLU o 12 O 28, 29, 68, 69, iz, 88,89 YO FLASHING 21,22,41,42 O 61,62,81,82 11.51 PRE-EMPTION SCHEDULE CHANNEL PHASES A 1&6 B 8 C 4 D 2&5 PHASE DIAGRAM 1� s 2 Fy A 6 * -O— y FY . 0 3 7 NOT NOT USED USED 4 1 8 I —! PROTECTED VEHICLE MOVEMENT — i PERMISSIVE VEHICLE MOVEMENT *-/—! PEDESTRIAN MOVEMENT FY = FLASHING YELLOW METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SIGNAL PLAN S GRADY WAY & LAKE AVE S N 0' 10, 20' SCALE: 11= 20' NOVEMBER 2021 1 TS 1.04A SHD:TNOOf 357 XXXX T-421457 R-4214357 E ADVANCED VIDEO DETECTION PLACEMENT VIDEO ZONE OFFSET FROM STOP BAR V12, V63, V64, V65 180, V66, V67, V68 275, 60% SUBMITTAL REvrioN By 14PPD I -ATE CONSTRUCTION NOTES: Oi 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. - HP OH 0 1A FURNISH AND INSTALL TYPE PPB SIGNAL STANDARD PER WSDOT STANDARD PLAN J-20.11. FURNISH AND INSTALL TWO AIDS PEDESTRIAN PUSH BUTTONS WITH SIGNS ON SIGNAL POLE. OPROTECT EXISTING TYPE II SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. p OHP- O PROTECT EXISTING TYPE III SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. 40 FURNISH AND INSTALL VIDEO DETECTION CAMERA ON EXISTING MASTARM BETWEEN HEADS 11 AND 61. PROTECT EXISTING TYPE II SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. — 4A PROTECT EXISTING TYPE PPB SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. V6 O FURNISH AND INSTALL A NEW TYPE B JUNCTION BOX PER WSDOT STD. PLAN J40.30. 63 —El V66 OPRIOR 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. �IVV12I - I�]_� —�Lm LJ O7 ABANDON EX. VEHICLE DETECTION LOOPS ON THE EAST LEG OF THE INTERSECTION PER WSDOT SPECIFICATIONS AND REMOVE ALL ❑ ASSOCIATED WIRING UNLESS OTHERWISE NOTED. ❑ _ O8 REMOVE EXISTING CABINET FOUNDATION. REMOVE AND RELOCATE EXISTING CONTROLLER CABINET AND ALL ASSOCIATED EQUIPMENT. ❑ REMOVE ALL WIRING AND CONDUIT. ❑ �_y_ OB REMOVE EXISTING JUNCTION BOXES, CONDUIT ELBOWS AND ALL ASSOCIATED WIRING AND CONDUITS. BACKFILL VOID. ❑ _ ❑ 10 INTERCEPT EXISTING CONDUIT AND EXTEND TO NEW JUNCTION BOX. SD 1 1 1 ��O �� METRO TRANSIT CAPITAL DIVISION W P. ENG �P¢�owa„NF�� �°�,s RAPIDRIDE I LINE p a � King County �. GnNs CHECKED PRaE*NN: METRO RENTON SEGMENT 'r o'�RFc��ISTagt<��' M. WEGENER E00558E18 DETECTION PLAN `""Km' `°"""`TN°' S GRADY WAY & LAKE AVE S METRO PROJECT ENGINEER CXX%RRRRX SCALE: 1"=40' NOVEMBER 2021 1 TS 1.04B KM:�:eecl T-421458 R-4214358 T-421459 R-4214359 NOTES iO 3 SECTION, 4 SECTION AND GREATER SIGNAL HEADS SHALL USE TYPE M MOUNTING COUPLING INSTALLED AT OFFSET INDICATED IN PLANS. O FIELD INSTALLED. SIGN SIZES SHALL NOT EXCEED THE MAXIMUM VALUES LISTED AT RIGHT. 3S) 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. 5O 1' - 0" MIN. TO Z - 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; T-0" MIN. FROM FACE OF GUARDRAIL; 4' - O" MIN. FROM CONIC. 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?e HIGH, STAMPED OR EMBOSSED. a. VEHICLE DISPLAY E. POST MTD. SIGN I. APB PUSH BUTTON b. MAST ARM MTD. SIGN f. LUMINAIRE j. HANDHOLE C. STREET NAME SIGN g. PEDESTRIAN DISPLAY k. VIDEO DETECTION CAMERA d. PRE-EMPT DETECTOR H. TERMINAL CABINET I. PTZ CAMERA SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY MIN. I MAX. HORIZONTAL DISTANCE ALL 40' 1 45' 1 50' 53'-180' FROM STOP LINE 3 SECTION 12' 16.5' 17.5' 19.2' 20.9' 22.0' 5 SECTION CLUSTER 12" 4 SECTION 12" 16.5' 17.0' 18.0' 19.T 20.8' MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO ROADWAY MEASURE ATTACHMENT POINT ANGLES CLOCKWISE FROM POLE ORIENTATION LINE (El ATTACHMENT POINT) TO THE ATTACHMENT POINT LOCATION E2 POLE AND ALL RELATED HARDWARE / COMPONENTS SHALL BE PAINTED RAL 9005TS "JET BLACK" UNLESS OTHERWISE SPECIFIED BY CITY OF RENTON TRANSPORTATION ENGINEERING. STANDARD TYPE WSDOT STANDARD PLAN REFERENCES POLE 11 FOUNDATION I ELECTRICAL STANDARD CURB PPB FIXED aREu�awav J-20.10 J-20.15 J-20.10 J-20.15 d J-20.10 J-20.15 PS J-20.16 J-21.10 J-20.20 I J-21.15 J-21.10 J-21.20 II, III, SO WA J-26.10 J-26.1� N/A N/A 900 ATTACHMENT `u N20- ``POINT ALL HANDHOLES AT 180A POLE ORIENTATION LINE E1FROM El (El ATTACHMENT POINT) ANCHOR BOLT PLATE LOCATION STATION POLE ORIENTATIONANGLE (P.O.A.)DEGREES CLOCKWISEv� FROM OFFSET LINE TO POLE ORIENTATION LINE POLE ORIENTATION AND ATTACHMENT POINT (El ATTACHMENT POINT) i 44> T-6" MEASURED FROMO SIDEWALK SURFACE TO CENTER OF PEDESTRIAN PUSH TYPE PPB BUTTON PPB POST XVZ N3 MAST ARM LENGTH X Y Z (tt3) 6' 19.8 8' 26.4 10, 33.0 12' 39.6 14' 46.2 16, 52.8 9 9 i id O TYPE PS PED.HEAD STANDARD is a LUMINAIRE, MOUNTING, SHROUD AND ARM PER STD PLANS 117.1 AND 117.3. LUMINAIR ARM LENGTH PER DESIGN PLANS SIGN HEIGHT WIDTH AREA b 3.0 FT N/A 7.5 SQ. FT. c 3.0 FT I N/A 136.0 SQ. FT. e I N/A 3.0 FT 15.O SG. FT. G J 0 27" 0, 14OW 4VAmmJ, J POLE AND MAST ARM PER MANUFACTURER'S PLANS. MANUFACTURER'S PLANS SHALL BE SIGNED AND STAMPED BY A WASHINGTON STATE THICKENED EDGE FOR FOUNDATIONS LOCATED WITHIN SIDEWALK: LICENSED STRUCTURAL ENGINEER. 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 lb SIDEWALK& THICKENED EDGE, SIDEWALK THICKNESS �- ti DEFINED IN CONTRACT PLANS, PLACE ABOVE AND AROUND PERIMETER OF TOP OF FOUNDATION `+ " }" MINIMUM SPACE BETWEEN BOTTOM OF HEAVY -HEX NUT AND CONCRETE J- DMSORVMSISNOT TYPE 1 ® ALLOWED ON THESE POLES. VEHICLE HEAD STANDARD m TYPE II, III & SO ASSUMES ADDITIONAL 500 FT' FOR FUTURE EQUIPMENT ON SIGNAL STANDARD NEW SIGNAL STANDARDS. 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) REMARKS OFFSET DISTANCE - Z(FT) (POLE CENTERLINE TO ATTACHMENT POINT) WINDLOAD AREAS - XY (FT)' (X)(Y)(Z) = TOTAL POLE# STATION OFFSET LT. RT. P.O.A. Al A2 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 B1 B2 B3 B4 B6 B7 39 B10 Ell B12 (FT)3 ** C D E1 E2 F G1 G2 H 11 12 TRD. TSQ. 4'RD. 1A XXXX XXXX X 0 PPB 180 270 'FOUNDATION DEPTH IS BASED ON DESIGN LATERAL BEARING PRESSURE OF 1,500-2,500 FTA3 BASED ON TBD. "ASSUMES ADDITIONAL 500 FT' FOR FUTURE EQUIPMENT ON NEW SIGNAL STANDARDS. "'P.O.A. MEASURED FROM "GRA-LINE'. 60% SUBMITTAL vaC�bS W. J.DAMS P. ENG PS1R00F MWVMI � 5p Tyra La King County J. DAMS CHECKE PROVECTNO M.WEG EM566E18 METRO �'�RFc3�3,v3ga�� M. WEGENER E00558E18 `'sYpA,Ay ECG CHECKED C0WRACTNO. No. REVGIOv BY APP'0 DATE METRO PROJECT ENGINEER CXX%RRRRX METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT POLE SCHEDULE S GRADY WAY & LAKE AVE S NOVEMBER 2021 1 TS 1.04D 1 360 Xxxx T-421460 R-4214360 T-421461 R-4214361 I 60% SUBMITTAL J.DAS MWMvaCobS J. DAMS cxEcxeo M.WEGE NER CHECKED NoR2vGI'A BY SIGNAL HEADS NEW R 12' R 12" Y 12" Y 12" G 12" FLASHING Y 12" 21,22,23,41 G 12" 42, 61, 62. 63 81,82 11,12,31,32 51, 52, 71, 72 SIGNS In I S. GRADY WAY 2e, 2s, 4a, 4s EFT TURN YIELD Si D3-103(EXISTING) ONYELLOW G � ONLY 68, 69, 88, 8s S. GRADY WAY S4 S5 S2 D3-103 (112" W x 24" H) R10-101 (EXISTING) R3-8LTR (EXISTING) SHATTUCK AVE. S. 2D3-103 (EXISTING) 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. P. ENG King County METRO PxH,E6Exo E00558E18 METRO PROJECT ENGINEER ICXX%RRRRX PRE-EMPTION SCHEDULE CHANNEL PHASES A 1&6 B 4&7 C 2&5 D 3&8 APS PUSH BUTTON MESSAGES PHASE AUDIBLE MESSAGE "WAIT" "WAIT TO CROSS GRADY AT 2 SHATTUCK" "WAIT" "WAIT TO CROSS SHATTUCK 4 AT GRADY" "WAIT""WAIT TO CROSS GRADY AT 6 SHATTUCK" "WAIT' "WAIT TO CROSS SHATTUCK 8 AT GRADY" PHASE DIAGRAM 1 5 /T J 2 —FY 6 /- FY 3 7 I\ y 4 `F� a FY PROTECTED VEHICLE MOVEMENT ----> PERMISSIVE VEHICLE MOVEMENT -/—s PEDESTRIAN MOVEMENT FY = FLASHING YELLOW N 0' 10, 20' SCALE: 1" = 20' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SIGNAL PLAN S GRADY WAY & SHATTUCK AVE S NOVEMBER 2021 1 TS 1.O5A 362 XXXX T-421462 R-4214362 x x CONSTRUCTION NOTES' 72 as T- O 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 Y HEADS, ONE EMERGENCY PRE-EMPTION DETECTOR AND ONE VIDEO DETECTION U 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 LU INSTALL TERMINAL CABINET ON SIGNAL POLE. FURNISH AND INSTALL ONE ~ i ROADWAY, TYPE III BOW LED LUMINAIRE ON 12' LUMINAIRE ARM. = Q in 1A 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. OCONSTRUCT 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 — OHp INSTALL TERMINAL CABINET ON SIGNAL POLE. FURNISH AND INSTALL ONE OH O oI ROADWAY, TYPE III 112W LED LUMINAIRE ON 12' LUMINAIRE ARM. OH No E OHP OHP _ OHP 27- 24 E3 —29 - E3 I �- D d I tl // I I OFURNISH AND INSTALL TYPE 1 SIGNAL STANDARD PER WSDOT STANDARD PLAN J-20.11 AND DETAIL ITS1.05D. FURNISH AND INSTALL ONE 4-SECTION SIGNAL HEAD, TWO PEDESTRIAN SIGNAL HEADS AND TWO APB PEDESTRIAN PUSH BUTTONS WITH SIGNS ON SIGNAL POLE. OCONSTRUCT 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 B LUMINAIRE ARM. 3A FURNISH AND INSTALL TYPE 1 SIGNAL STANDARD PER WSDOT STANDARD PLAN J-20.11 AND DETAIL ITS1.05D. FURNISH AND INSTALL ONE 4-SECTION SIGNAL HEAD, TWO PEDESTRIAN SIGNAL HEADS AND TWO APB PEDESTRIAN PUSH BUTTONS WITH SIGNS ON SIGNAL POLE. 000NSTRUCT FOUNDATION PER SIGNAL STANDARD DETAIL CHART ITS1.05D AND WSDOT STD. PLAN J-26.10. TOP OF FOUNDATION SHALL BE FLUSH WITH GRADE. FURNISH AND INSTALL TYPE II SIGNAL POLE WITH 5P 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. 4A FURNISH AND INSTALL TYPE 1 SIGNAL STANDARD PER WSDOT STANDARD PLAN J-20.11 AND DETAIL ITS1.051). FURNISH AND INSTALL ONE 4-SECTION SIGNAL HEAD, TWO PEDESTRIAN SIGNAL HEADS AND TWO APB PEDESTRIAN PUSH BUTTONS WITH SIGNS ON SIGNAL POLE. 60% SUBMITTAL REv6I0N BY I APPD I DATE S GRADY WA (GRA-LINE) P OFURNISH AND INSTALL A NEW TYPE 8 JUNCTION BOX PER WSDOT STD. PLAN J-40.30. OPRIOR 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. O7 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. O8 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. .;acobs J.DANS DRAWN yp Oy J. DANS cxEcxeo T 90�RFC,i� M.WEGENER `isYpA,Ay ECG CHECKED METRO PROJECT ENGINEER ADVANCED VIDEO DETECTION PLACEMENT VIDEO ZONE OFFSET FROM STOP BAR V52, V24, V25, V26 18P V27, V28, V29 275' V42, V72 105, V12, V64, V65, V66 180' V67, V68, V69 275' o _ P� OREMOVE EXISTING CABINET FOUNDATION. REMOVE AND RELOCATE EXISTING CONTROLLER CABINET AND ALL ASSOCIATED EQUIPMENT. 10 REMOVE EXISTING JUNCTION BOXES, CONDUIT ELBOWS AND ALL ASSOCIATED WIRING AND CONDUITS. BACKFILL VOID. P. ENG King County METRO PxaE6Exo E00558E18 �� OHI 0' 20' 40' SCALE: 1"=40' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT DETECTION PLAN S GRADY WAY & SHATTUCK AVE S NOVEMBER 2021 1 TS 1.05B 1 363 XXXX I T-421463 R-4214363 T-421464 R-4214364 NOTES 1O 3 SECTION, 4 SECTION AND GREATER SIGNAL HEADS SHALL USE TYPE M MOUNTING COUPLING INSTALLED AT OFFSET INDICATED IN PLANS. O FIELD INSTALLED. SIGN SIZES SHALL NOT EXCEED THE MAXIMUM VALUES LISTED AT RIGHT. 3O 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. © l'-0"MIN. TO Z-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; T-0" MIN. FROM FACE OF GUARDRAIL; 4' - O" MIN. FROM CONIC. 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. APB PUSH BUTTON j. HANDHOLE k. VIDEO DETECTION CAMERA I. PTZ CAMERA SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY MIN. I MAX. HORIZONTAL DISTANCE ALL 40' 1 45' 1 50' 53'-180' FROM STOP LINE 3 SECTION 12' 16.5' 17.5' 19.2' 20.9' 22.0' 5 SECTION CLUSTER 12" 4 SECTION 12" 16.5' 17.0' 18.0' 19.T 20.8' MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO ROADWAY MEASURE ATTACHMENT POINT ANGLES CLOCKWISE FROM POLE ORIENTATION LINE (El ATTACHMENT POINT) TO THE ATTACHMENT POINT LOCATION E2 POLE AND ALL RELATED HARDWARE / COMPONENTS SHALL BE PAINTED RAL 9005TS "JET BLACK" UNLESS OTHERWISE SPECIFIED BY CITY OF RENTON TRANSPORTATION ENGINEERING. STANDARD TYPE WSDOT STANDARD PLAN REFERENCES POLE 11 FOUNDATION I ELECTRICAL STANDARD CURB PPB FIXED aReaNawav J-20.10 J-20.15 J-20.10 J-20.15 d J-20.10 J-20.15 PS J-20.16 J-21.10 J-20.20 I J-21.15 J-21.10 J-21.20 II, III, SO WA J-26.10 J-26.1� N/A N/A 901, ATTACHMENT 0` 180` POINT m ALL HANDHOLES AT 180A E1 2 0- FROM El POLE ORIENTATION LINE (El ATTACHMENT POINT) p p ANCHOR BOLT PLATE LOCATION STATION Pp POLE ORIENTATION ANGLE (P.O.A.) DEGREES CLOCKWISE v� FROM OFFSET LINE TO POLE ORIENTATION LINE POLE ORIENTATION AND ATTACHMENT POINT (El ATTACHMENT POINT) 44> T-6" MEASURED FROM® SIDEWALK SURFACE TO CENTER OF PEDESTRIAN PUSH TYPE PPB BUTTON PPB POST XYZ 03 MASTARM LENGTH X Y Z (fta) 6' 19.8 8' 26.4 10, 33.0 12' 39.6 14' 46.2 16, 52.8 9 9 i O TYPE PS PEQ HEAD STANDARD is a LUMINAIRE, MOUNTING, SHROUD AND ARM PER STD PLANS 117.1 AND 117.3. LUMINAIR ARM LENGTH PER DESIGN PLANS SIGN HEIGHT WIDTH AREA b 3.0 FT I N/A 7.5 SQ. FT. c 3.0 FT I N/A 36.0 SQ. FT. e I N/A 13.0FTI15.OSCLFT. b J 0 27" 0 © 0 Ed4wAmzjlilll�� POLE AND MAST ARM PER MANUFACTURER'S PLANS. MANUFACTURER'S PLANS SHALL BE SIGNED AND STAMPED BY A WASHINGTON STATE THICKENED EDGE FOR FOUNDATIONS LOCATED WITHIN SIDEWALK: LICENSED STRUCTURAL ENGINEER. 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 45Q SIDEWALK & THICKENED EDGE, SIDEWALK THICKNESS DEFINED IN CONTRACT PLANS, PLACE _ ABOVE AND AROUND PERIMETER OF TOP OF FOUNDATION 6" J' MINIMUM SPACE BETWEEN BOTTOM OF HEAVY -HEX NUT AND CONCRETE J_ DMS OR VMS IS NOT TYPE 1 ® ALLOWED ON THESE POLES. VEHICLE HEAD STANDARD Nil TYPE 11, III & SO ASSUMES ADDITIONAL 500 FT' FOR FUTURE EQUIPMENT ON SIGNAL STANDARD NEW SIGNAL STANDARDS. SIGNAL STANDARD CHART SIGNAL MAST ARM DATA MAST MOUNTING LUMINAIRE FOUNDATION FIELD LOCATION HEIGHT (FT) (XHY)R) = ARM (FT) POLE ATTACHMENT POINT ANGLES (deg) DEPTHS (FT) * TYPEARM OFFSET DISTANCE - Z(FT) (POLE CENTERLINE TO ATTACHMENT POINT) WINDLOAD AREAS - XY (FT)' REMARKS LENGTH TOTAL (FT) (FT)3 POLE# STATION OFFSET LT. RT. P.O.A. Al A2 B1 B2 B3 B4 B5 B6 B7 Be B9 B10 Bll B1 B2 B3 B4 B6 B7 B9 B10 Ell B12 ** C D E1 E2 F G1 G2 H 11 12 TRQ TSQ. 4'RD. OXXXX XXXX X 0 111 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 1A XXXX XXXX X 0 1 45 180 270 0 90 0 XXXX XXXX X 0 111 50 18.5 35 50 47 41 30.5 44 18.5 5 11.6 7.5 9.2 9.2 9.2 12 2360.1 12 0 0 180 TBD 3366 OXXXX XXXX X 0 1 315 90 180 0 270 OXXXX XXXX X 0 111 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 OXXXX XXXX X 0 1 45 180 270 0 90 O4 XXXX XXXX X 0 II 50 18.5 50 1 47 41 30 45 19.5 5 11.6 7.5 9.2 9.2 9.2 12 2325.1 0 0 180 TBD 4A XXXX XXXX X 0 1 315 90 180 0 270 *FOUNDATION DEPTH IS BASED ON DESIGN LATERAL BEARING PRESSURE OF 1,500-2,500 FTA3 BASED ON TBQ **ASSUMES ADDITIONAL 500 FT' FOR FUTURE EQUIPMENT ON NEW SIGNAL STANDARDS. 60% SUBMITTAL ' METRO TRANSIT CAPITAL DIVISION �NovEMBERzoz1 .jacobs W PENG P¢ owa„NF�� �°A,s RAPIDRIDE I LINE p a w King County J. DaNs CHECKED: PRWEC*ND: MWING No. a„4, METRO RENTON SEGMENT °.g�eG,�,�� C„E KGmENER `oos�esECTNC POLE SCHEDULE 1TS1.05D ND. RBnscN BY APPD DATE ' S GRADY WAY & SHATTUCK AVE S 7HUTN°OF METRO PROJECT ENGINEER CXX%RRRRX 365 XXXX T-421465 R-4214365 T-421466 R-4214366 0 I~ Ul 0 0 D 72 EVP C EVP D -ww_� AEI I&A g ,x, \ \\ \aa LN N/ 1 II 114 II I 60% SUBMITTAL No. I R7,ISMA 61 u U 30+00 TALBOT RD S (TAL-B-LINE) 31 I 25+27 G G�i � $ I G G c -e'G I o lMI W WSW + W_ } I W 82 z i Q P P CD P 10 7 N 4B 8< 1 1, II �I III�� BY I WPD I DATE r G .jacobs T �O \oS NOTES: 1. FOR GENERAL NOTES AND SYMBOLOGY SEE 1TS1.00. cY- — • • — • • — 2. FOR SIGNAL POLE DETAILS SEE ITS1.06D. 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. t 6. FOR ITS PLANS AND DETAILS SEE XXXXX. 0 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 P 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. p 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. a 0 a G i a vy� S G G e P 7 DESiENED. ,�F WEr,F J.DAMS DRAWN J. DANS cxScxeD: T 90�RFCTi1� M.WEGENER `isYpNAy ECG CHECKED METRO PROJECT ENGINEER PRE-EMPTION SCHEDULE CHANNEL PHASES A 2&5 B 1&6 C 4&7 D 3&8 SIGNAL HEADS EXISTING m 12'O 12®�12' Y 12' 29,48,69,88 12" O 12" 41, 42, 81, 82 31, 32, 71 !- NEW R 12' R ,2" 12 O 12' YO ,z t2' FLASHING O 12' � 28, 49, 68, 89 G 12" G 12" ® 17, 21,22,61,62 11,51.52 SINpL 91 09 mr E00566E18 CDNn Nc CXxxxxxxx King County METRO SIGNS PHASE DIAGRAM 5 2 II �W 6 T I 9 NB QJ 3 � 7 4 * -O� 8 t-OL > 10 NB QJ 1 PROTECTED VEHICLE MOVEMENT �-•f—� PEDESTRIAN MOVEMENT QJ=QUEUE JUMP APS PUSH BUTTON MESSAGES PHASE AUDIBLE MESSAGE "WAIT"'WAIT TO CROSS TALBOT AT 2 GRADY' "WAIT" "WAIT TO CROSS GRADY AT 4 TALBOT" 6 "WAIT" "WAIT TO CROSS TALBOT AT GRADY" "WAIT"'WAIT TO CROSS GRADY AT 8 TALBOT" �LBOT RD9 S1 D3-103(RELOCATED) SIGNALBUS S2 SPECIAL (XX" W x XX" H) S3 R3.1 (36" W x 36" H) BLANK -OUT 0' 1020' SCALE METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SIGNAL PLAN S GRADY WAY & TALBOT RD S NOVEMBER 2021 1 TS 1.06A SHUTND DE 367 XXXX T-421467 R-4214367 CONSTRUCTION NOTES OCONSTRUCT 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. 1A FURNISH AND INSTALL TYPE PS SIGNAL STANDARD PER WSDOT STANDARD PLAN J-20.11 AND DETAIL 1T$1.06D. FURNISH AND INSTALL TWO PEDESTRIAN SIGNAL HEADS AND TWO APB PEDESTRIAN PUSH BUTTONS WITH SIGNS ON SIGNAL POLE. OFURNISH 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. 2A FURNISH AND INSTALL TWO APB 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. n V32 V83 V84 OCONSTRUCT 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 1Z LUMINAIRE ARM. 3A 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 APB PEDESTRIAN PUSH BUTTONS WITH SIGNS ON SIGNAL POLE. O4 PROTECT EXISTING TYPE III SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. 4A FURNISH AND INSTALL TYPE PPS 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. 48 FURNISH AND INSTALL TYPE PPS 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. No 60% SUBMITTAL REVIiIOv V29 V2 V2 V53 I V26 V25 V2 y52 I 0 � I t*lil LiliiiiLll7nI s mi 1 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' r r T T P 7 "•� L 10+00 i Ila n31 I._ _ `D�SD�SD SD _ c E • II II II II 'III "I II II II �' ;I ��� • '; ��- �.--����,Y�Ir�ati�llivl- -�-�_- _--_ E N'All I�y • - DIE Flk , I�' •� I� .:I%VIH��ii I V �d3 I' PA_' 0 BY I APPD I DATE .;acobs r/z FURNISH AND INSTALLA NEW TYPE 8 JUNCTION BOX PER WSDOT STD. PLAN J-00.30. 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 EQUIPMENTAND / CONNECT FIELD WIRING. VERIFY FINAL LOCATION WITH THE ENGINEER IN THE FIELD PRIOR TO POURING THE FOUNDATION. OREMOVE 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 POLE$. RETURN ALL SIGNAL EQUIPMENT IN ITS EXISTING CONDITION TO THE CITY OF RENTON UNLESS OTHERWISE NOTED. OABANDON EX. VEHICLE DETECTION LOOPS ON THE EAST LEG OF THE INTERSECTION PER WSDOT SPECIFICATIONS AND REMOVE ALL ASSOCIATED WIRING UNLESS OTHERWISE NOTED. OREMOVE EXISTING CABINET FOUNDATIONS. REMOVE AND RELOCATE EXISTING CONTROLLER CABINETS AND ALL ASSOCIATED EQUIPMENT. REMOVE AND SALVAGE ALL WIRING AND CONDUIT. 10 REMOVE EXISTING JUNCTION BOXES, CONDUIT ELBOWS AND ALL ASSOCIATED WIRING AND CONDUITS. BACKFILL VOID. 11 INTERCEPT EXISTING CONDUIT AND EXTEND TO NEW JUNCTION BOX. DESicNED. APPROKED: J.DAMS P. ENG H/ Q4R�,0 ,y�Tay�� RA JD J. DAMS LIM King County CHECKED PROJECTING: RRD,EDTND M.GSEGMETRO �O�`isYO/ 1 R�G CHECKED CONTRACTING ONAL METRO PROJECT ENGINEER CXX%RRRRX 12 PROGRAM CONTROLLER SO THAT DETECTION ZONES V91 AND V92 MUST BOTH RECEIVE A CALL SIMULTANEOUSLY TO ACTIVATE QUEUE JUMP PHASE 9 AND 10. 0' 20' 40' SCALE: � METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT DETECTION PLAN S GRADY WAY & TALBOT RD S NOVEMBER 2021 1 TS 1.06B SHEETND OF 368 XXXX T-421468 R-4214368 T i T-421469 R-4214369 N 1D 3 SECTION, 4 SECTION AND GREATER SIGNAL HEADS SHALL USE TYPE M MOUNTING COUPLING INSTALLED AT OFFSET INDICATED IN PLANS. di O FIELD INSTALLED. SIGN SIZES SHALL NOT EXCEED THE MAXIMUM VALUES LISTED AT RIGHT. x T qqt 3O LOCATION SHALL BE APPROVED BY CITY OF RENTON ENGINEER PRIOR TO INSTALLATION. p I O VIDEO DETECTION CAMERA LOCATED BETWEEN THROUGH AND LEFT TURN LANE, OR CENTERED ® ON APPROACH IF LEFT TURN LANE DOES NOT EXIST. O'MIN. T02'-6"MAX. FROM POLE CENTERLINE TO SIGN EDGE. O 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. rc © PLACEMENT SHALL BE 2'-0" MIN. FROM FACE OF CURB OR EDGE OF SHOULDER; T-0" MIN. FROM 3 FACE OF GUARDRAIL; 4'-O"MIN. FROM CONIC. BARRIER TYPE 2(MEASURED FROM A POINT WHERE w 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 B. POST MTD. SIGN f. LUMINAIRE g. PEDESTRIAN DISPLAY h. TERMINAL CABINET I. APB PUSH BUTTON j. HANDHOLE k. VIDEO DETECTION CAMERA 1. PTZ CAMERA SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY MIN. I MAX. HORIZONTAL DISTANCE 50' 53'-180' FROM STOP LINE 3 SECTION 12' 20.9' 22.0' 5 SECTION CLUSTER 12" "HEADHOUSING 4 SECTION 12' ' 19.7 20.8' MEASURED FROM BOTTOM OF SO ROADWAY MEASURE ATTACHMENT POINT ANGLES CLOCKWISE FROM POLE ORIENTATION LINE (El ATTACHMENT POINT) TO THE ATTACHMENT POINT LOCATION E2 POLE AND ALL RELATED HARDWARE / COMPONENTS SHALL BE PAINTED RAL 9005TS "JET BLACK" UNLESS OTHERWISE SPECIFIED BY CITY OF RENTON TRANSPORTATION ENGINEERING. STANDARD TYPE WSDOT STANDARD PLAN REFERENCES POLE FOUNDATION ELECTRICAL STANDARD CURB PPE FIXED BREu WAY J-20.10 J-20.15 J-20.10 J-20.15 J-20.10 J-20.15 PS J-20.16 J-21.10 J-20.20 I J-21.15 J-21.10 J-21.20 II, III, SO WA J-26.10 J-26.1� NIA N/A 901, ATTACHMENT ``POINT m ALL HANDHOLES AT 180A El FROM El POLE ORIENTATION LINE (El ATTACHMENT POINT) pANCHOR BOLT PLATE LOCATION STATION n0- POLE ORIENTATIONO ANGLE (P.O.A.)DEGREES CLOCKWISEv� FROM OFFSET LINE TO POLE ORIENTATION LINE POLE ORIENTATION AND ATTACHMENT POINT (El ATTACHMENT POINT) 44> T-6" MEASURED FROM® SIDEWALK SURFACE TO CENTER OF PEDESTRIAN PUSH TYPE PPB BUTTON PPB POST XYZ 83 MASTARM LENGTH X Y Z (fta) 6' 19.8 8' 26.4 10, 33.0 12' 39.6 14' 46.2 16, 52.8 9 9 i id O TYPE PS PEQ HEAD STANDARD is a LUMINAIRE, MOUNTING, SHROUD AND ARM PER STD PLANS 117.1 AND 117.3. LUMINAIR ARM LENGTH PER DESIGN PLANS SIGN 1 HEIGHT WIDTH AREA b 1 3.0 FT I N/A 17.5 SQ. FT. c 1 3.0 FT I N/A 136.0 SQ. FT. e I N/A 3.0 FT 15.0 SQ. FT. b J 0 27" POLE AND MAST ARM PER MANUFACTURER'S PLANS. MANUFACTURER'S PLANS SHALL BE SIGNED AND STAMPED BY A WASHINGTON STATE THICKENED EDGE FOR FOUNDATIONS LOCATED WITHIN SIDEWALK: LICENSED STRUCTURAL ENGINEER. 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 45Q SIDEWALK & THICKENED EDGE, SIDEWALK THICKNESS DEFINED IN CONTRACT PLANS, PLACE _ ABOVE AND AROUND PERIMETER OF TOP OF FOUNDATION 6" J' MINIMUM SPACE BETWEEN BOTTOM OF HEAVY -HEX NUT AND CONCRETE J- DMS OR VMS IS NOT TYPE 1 ® ALLOWED ON THESE POLES. VEHICLE HEAD STANDARD Nil TYPE II, III & SO ASSUMES ADDITIONAL 500 FT' FOR FUTURE EQUIPMENT ON SIGNAL STANDARD NEW SIGNAL STANDARDS. SIGNAL STANDARD CHART SIGNAL MAST ARM DATA MAST MOUNTING LUMINAIRE FOUNDATION FIELD LOCATION HEIGHT (FT) (X)(Y)(Z) ` ARM (FT) pOLEATTACHMENTPOINTANGLES(deg) DEPTHS (FT) * TYPE OFFSET DISTANCE - Z(FT) (POLE CENTERLINE TO ATTACHMENT POINT) WINDLOAD AREAS - XY (FT)' REMARKS LENGTH LENGTH TOTAL (FT) (FT)3 POLE# STATION OFFSET LT. RT. P.O.A. Al A2 B1 B2 B3 B4 B5 B6 B7 B8 39 B10 Ell B12 B1 B2 B3 B4 B6 B7 B9 B10 Ell B12 ** C D E1 E2 F G1 G2 H 11 12 3'RD. TSQ. 4'RD. Oi XXXX XXXX X 0 111 45 18.5 35 45 37 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 31.5 P.O.A MEASURED FROM GRA-LINE. 1A XXXX PS 90 180 0 270 O2 XXXX II 46 18 45.5 33.5 38 24 29 15 7 10 4 9.2 9.2 9.2 9.2 10. 9 7.5 1294.5 0 180 TBD 2A XXXX PS 90 180 0 270 OXXXX jxO 111 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 P.O.A MEASURED FROM TAL-B-LINE. OXXXX PS 180 270 0 90 4A XXXX PB 270 XXXX PPB 0 *FOUNDATION DEPTH IS BASED ON DESIGN LATERAL BEARING PRESSURE OF 1,500-2,500 FTA3 BASED ON TBD. "ASSUMES ADDITIONAL 500 FT' FOR FUTURE EQUIPMENT ON NEW SIGNAL STANDARDS. *** B10 DESIGNATES A QUEUE JUMP SIGNAL HEAD. MOUNT SPECIAL *BUS ONLY' SIGN BELOW SIGNAL HEAD. 60% SUBMITTAL vaC�bS �F WEO� J.DAMS P. ENG F H/ Q4R�,0 ,yCTay�� wuwN: w King County J. DAMS CHECKE M.WEG E00566E18 METRO No. REVGCHECKED C�IOv BY APPD GATE OMRACTNO'ONAL METRO PROJECT ENGINEER CXX%RRRRX METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT POLE SCHEDULE S GRADY WAY & TALBOT RD S NOVEMBER 2021 1 TS 1.06D 370 XXXX -421470 R-4214370 T-421471 R-4214371 15I DIED r I I N I � p o P D 1A � > I®HP a a 69 A 3 I x / o I 0 81 o I z — M M , I I RENTN a a 3 r p ILLA I 3 z zS 5 3$S 5 SS SS a v u I x 3 � o I o VJ z � O 3 o P T e xP 3 `— T T 91 63 " 62 61— P 0 o m p o SO N Q a_ 2 4A 4 Si w o I J I/ 6 S 0 3�� I 3 O m S E a SD 0 ~g� g�o § E m 60% SUBMITTAL Jacobs >F MW p ¢ No. REVG Ov SY APPD DATE 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 $HALL 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. SIGNAL HEADS EXISTING O 12m O 12m YY 12 O 12 / OG 12" O 12" / 21, 22, 61, 62, 31, 32, 33, 71 63,11,12 / NEW RELOCATED O12 O 12' 69.88 ® 12" / BUS SIGNAL 91 O 12O 12"5 O 12 O 12 28, 29, 68, 89 O12 O 12 FLASHING 41, 42 O 12" 51 J.DAMS P. ENG H/ Q4R�,o NCT�z�'A JDRAWNDAM King County J. DAMS CHECKE M.WEG PxaE6Exo METRO CHECKED E00588E18 `isYpNAy EEO cxmxmcoxrRACTxo. METRO PROJECT ENGINEER CXX%RRRRX PRE-EMPTION SCHEDULE CHANNEL PHASES A 2&5 B 4&7 C 6 D 3&8 PHASE DIAGRAM 1 5 NOT USED OLA 9, �SB QJ 2 6' 3 � 7 4 B' PROTECTED VEHICLE MOVEMENT *-O—) PEDESTRIAN MOVEMENT QJ = QUEUE JUMP LEADING PEDESTRIAN INTERVAL (LP) SIGNS BUS SIGNAL S1 SPECIAL (XX" W x XX" H) S RENTON VILLAGE PLACE s2 D3'031120^wx24"H) N 0' 10, 20' SCALE: 1"=20' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SIGNAL PLAN TALBOT RD S & 1-405 SB OFF RAMP NOVEMBER 2021 1 TS 1.07A 1 372 XXXX T-421472 R-4214372 TYP. 7 B —� 3 62 10 ADVANCED DETECTION PLACEMENT LOOP NUMBERS OFFSET FROM STOP BAR 912 35' 614 110, 625, 635, 913 320' CONSTRUCTION NOTES: 0FURNISH 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 ADS PEDESTRIAN PUSH BUTTON WITH SIGN ON SIGNAL POLE. 1A 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 ADS PEDESTRIAN PUSH BUTTON WITH SIGN ON SIGNAL POLE. O2 PROTECT EXISTING TYPE III SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. OPROTECT EXISTING TYPE PS SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. OPROTECT EXISTING TYPE I SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. O4 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. 4A PROTECT EXISTING TYPE PS SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. OPROTECT EXISTING CONTROLLER CABINET, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. OPROTECT EXISTING SERVICE CABINET, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. O7 ABANDON EX. VEHICLE DETECTION LOOPS ON THE NORTH LEG OF THE INTERSECTION PER WSDOT SPECIFICATIONS AND REMOVE ALL ASSOCIATED WIRING UNLESS OTHERWISE NOTED. (D REMOVE EXISTING JUNCTION BOXES, CONDUIT ELBOWS AND ALL ASSOCIATED WIRING AND CONDUITS. BACKFILL VOID. Og 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. 10 FURNISH AND INSTALL A NEW TYPE 1 JUNCTION BOX PER WSDOT STD. PLAN J-40.10. 11 INTERCEPT EXISTING CONDUIT AND EXTEND TO NEW JUNCTION BOX. 12 PROTECT EXISTING LOOPS IN PLACE. 13 FURNISH AND INSTALL A NEW TYPE 2 JUNCTION BOX PER WSDOT STD. PLAN J40.10. 14 SPLICE EXISTING LOOP WIRES TO NEW LEAD-IN CABLES. REMOVE EXISTING LEAD-IN CABLES BACK TO CONTROLLER. 15 REMOVE WIRES AND ABANDON EXISTING UNDERGROUND CONDUIT. 16 PROGRAM CONTROLLER SO THAT LOOPS 911 AND 912 MUST BOTH RECEIVE A CALL SIMULTANEOUSLY TO ACTIVATE QUEUE JUMP PHASE 9. 10 O� LOOPS THAT ARE ENCLOSED IN A DASHED RECTANGLE SHALL BE SPLICED L---J TOGETHER IN SERIES IN THE NEAREST JUNCTION BOX. 60% SUBMITTAL vaC�bS J J.DAMS P. ENG F H/ Q4R�,0 ,y�Tay�� uM King County . DADAMS CHECKE PNH,EC M.WEG METRO No. REVIiIOv BY APPD CHECCHECKEDD C�E18OMRACTNO'GATE ONA METRO PROJECT ENGINEER CXX%RRRRX N 0' 20' 40' SCALE: 1"=40' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE NovEMBERzoz1 RENTON SEGMENT DETECTION PLAN TALBOT RD S & 1-405 SB OFF RAMP 1 TS 1.07B 373 XXXX T-421473 R-4214373 T i T-421474 R-4214374 NOTES 1O 3 SECTION, 4 SECTION AND GREATER SIGNAL HEADS SHALL USE TYPE M MOUNTING COUPLING INSTALLED AT OFFSET INDICATED IN PLANS. O FIELD INSTALLED. SIGN SIZES SHALL NOT EXCEED THE MAXIMUM VALUES LISTED AT RIGHT. J 3O 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. © V-0"MIN. TO Z-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; T-0" MIN. FROM FACE OF GUARDRAIL; 4' - O" MIN. FROM CONIC. 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. SIGNAL STANDARD NO, STD. NO.02 STATE ROUTE AND SR97, MP 069.09 MILE POST NO, MANUFACTURER APPROVED DRAWING NO. APPROVED DWG. AB 12345 FABRICATION DATE FAB. 6/14/2002 EXAMPLE SIGNAL STANDARD IDENTIFICATION TAG 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?e HIGH, STAMPED OR EMBOSSED. a. VEHICLE DISPLAY E. POST MTD. SIGN I. APB PUSH BUTTON b. MAST ARM MTD. SIGN C. STREET NAME SIGN d. PRE-EMPT DETECTOR f. LUMINAIRE g. PEDESTRIAN DISPLAY h. TERMINAL CABINET j. HANDHOLE k. VIDEO DETECTION CAMERA 1. PTZ CAMERA SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY MIN. I MAX. HORIZONTAL DISTANCE ALL 40' 1 45' 1 50' 53'-180' FROM STOP LINE 3 SECTION 12' 16.5' 17.5' 19.2' 20.9' 22.0' 5 SECTION CLUSTER 12" 4 SECTION 12" 16.5' 17.0' 18.0' 19.T 20.8' MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO ROADWAY MEASURE ATTACHMENT POINT ANGLES CLOCKWISE FROM POLE ORIENTATION LINE (El ATTACHMENT POINT) TO THE ATTACHMENT POINT LOCATION E2 POLE AND ALL RELATED HARDWARE / COMPONENTS SHALL BE PAINTED WSDOT 'CASCADE GREEN' STANDARD TYPE WSDOT STANDARD PLAN REFERENCES POLE FOUNDATION I ELECTRICAL STANDARD CURB PPB FIXED aREnNawav J-20.10 J-20.15 J-20.10 J-20.15 0 J-20.10 J-20.15 PS J-20.16 J-21.10 J-20.20 I J-21.15 J-21.10 J-21.20 II, III, SD WA J-26.10 J-26.1� NIA N/A ATTACHMENT 180` POINT m0` ALL HANDHOLES AT 180A 2 0- FROM El POLE ORIENTATION (El ATTACHMENT P ITO p ANCHOR BOLT PLATE LOCATION STATION PO POLE OR ANG DEGREES C v� FROM OFFS POLE ORIENTATION LINE POLE ORIENTATION AND ATTACHMENT POINT (El ATTACHMENT POINT) 44> T-6" MEASURED FROM® SIDEWALK SURFACE TO CENTER OF PEDESTRIAN PUSH TYPE PPB BUTTON FPS POST XYZ 8' LENGTH X Y Z (ft3) 6' 19.8 8' 26.4 10' 33.0 12' 39.6 14' 46.2 16, 52.8 9 9 i id O TYPE PS PEQ HEAD STANDARD TYPE VEHICLE HEAD STANDARD SIGN HEIGHT WIDTH AREA b 3.0 FT NIA 7.5 SQ. FT. c 1 3.0 FT I NIA 136.0 SQ. FT. lei NIA 13.OFT1150SOFT. a ME © 0 .n ,OWN' ,LI POLE AND MAST ARM PER MANUFACTURER'S PLANS. MANUFACTURER'S PLANS SHALL BE SIGNED AND STAMPED BY A WASHINGTON STATE THICKENED EDGE FOR FOUNDATIONS LOCATED WITHIN SIDEWALK: LICENSED STRUCTURAL ENGINEER. 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 c J' MINIMUM SPACE BETWEEN BOTTOM OF HEAVY -HEX NUT AND CONCRETE RO/ LIMITS OF VEf r 8 DMSORVMSISNOT ALLOWED ON THESE POLES. Nil TYPE II, III & SO ASSUMES ADDITIONAL 500 FT' FOR FUTURE EQUIPMENT ON SIGNAL STANDARD NEW SIGNAL STANDARDS. 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) REMARKS OFFSET DISTANCE - Z(FT) (POLE CENTERLINE TO ATTACHMENT POINT) WINDLOAD AREAS -XY (FT)' (X)(y)(Z) - TOTAL POLE # STATION OFFSET LT. RT. P.O.A. Al A2 B1 B2 B3 B4 B5 B6 B7 B8 39 B10 Ell B1 B2 B3 B4 B6 B7 B9 310 B11 B12 (FT)3 ** C D E1 E2 F G1 G2 H 11 12 & RD. T SQ. 4' RD. Oi XXXX XXXX X 0 PS 0 0 1A XXXX XXXX X 0 PS 90 75 O4 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 FTA3 BASED ON TBD. "ASSUMES ADDITIONAL 500 FT' FOR FUTURE EQUIPMENT ON NEW SIGNAL STANDARDS, 60% SUBMITTAL ' METRO TRANSIT CAPITAL DIVISION �NovEMBERzoz1 Jacobs W P. P¢ owa„NF�� DR°W,s RAPIDRIDE I LINE �p �� a J. GaWs wl King County CHECKED PRwECTNO; RENTON SEGMENT DRAWING NO'. 90 R u11ai�0 °' M.WEGENER E06566E18 METRO POLE SCHEDULE 1TS1.07D �CgTgR G CHECKED' CCMRACTNO'. No P=_":Talc" Ev APPG OaTE °"^' � TALBOT RD S & I-405 SB OFF RAMP ""EE'"°OF METRO PROJECT ENGINEER CXX%RRRRX 375 XXXX T-421475 R-4214375 T-421476 R-4214376 1 0 CCC/ + 0 p O T T T OT T G G G G - - SD SD SD SO 0 G SE CARR RD —� (CAR -LINE) T T — G G OHP SD SD SD T i — p —M M M M 7 \O \ p_ I — T /j v p SS SS jS SS /c 1 SD SD as GS T i G I SOH SD SO \ OHP s T — T i Sn rl OHP— C 60% TO BE SUBMITTED AT A LATER DATE 60% SUBMITTAL vaC�bS S. GAO P. ENG Q¢2F'ON C.�. DRAM 5p Tyra LQ King County DAMS CHECKED `PNN,EC .WEE METRO CHECHECKEDC�OE18MRACTNO' No. REVGIOv BY APPD DATE ONAL METRO PROJECT ENGINEER CXX%RRRRX METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SIGNAL PLAN SE CARR RD & 106TH PL. SE NOVEMBER 2021 1 TS 1.08A SHUTNO Of sn xxxx T-421477 R-4214377 0 I Z \ cn JB m Oyp— O O SE CARR RD I - (CAR -LINE) o� — o Dyp T T T OY —� SD SD SD o SD G S G T ? T T_ T T — 55 SS as aS Q P 60% SUBMITTAL No. I REvrioN I By 14PPO I -ATE j \ �p .;acobs 55 - SD = T— W— .,FER---- Ep S. GAO DRAWN J. DAMS cxEcxeo T 9��RFCTi� M.WEGENER `isYpNAy ECG CHECKED METRO PROJECT ENGINEER 60% TO BE SUBMITTED AT A LATER DATE P. ENG L9 King County METRO PxaE6Exo E00558E18 �� METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT DETECTION PLAN SE CARR RD & 106TH PL SE NOVEMBER 2021 1 TS 1.08B SHUTNO Of 378 XOX T-421478 R-4214378 .91111k D 60% TO BE SUBMITTED AT A LATER DATE 60% SUBMITTAL ' METRO TRANSIT CAPITAL DIVISION WNoveM3eRzozi Jacobs w PENG RAPIDRIDE I LINE FP��O WA HNFr� �M ' G �p Tyra La King County �. GnWs CHECKED PROECTN0: RENTON SEGMENT DRAWING NO. 9� R 01161 g0 M.WEGENER EM566E18 METRO WIRING SCHEDULE 1TS1.08C '� Fc/s@t< G `�IpNAy CHECKED CONDRNGTNO sHEETN¢ a No REvrioN Ev nPVG ��TE SE CARR RD & 106TH PL SE METRO PROJECT ENGINEER CX%RRRRX 379 XXXX T-421479 R-4214379 NOTES 1O 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. O FIELD INSTALLED. SIGN SIZES SHALL NOT EXCEED THE MAXIMUM VALUES LISTED AT RIGHT. 3O LOCATION SHALL BE APPROVED BY CITY OF RENTON PUBLIC WORKS7FRANSPORTATION 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. O 1' - 0" MIN, TO Z - V 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; T-0" MIN. FROM FACE OF GUARDRAIL; 4'- T MIN. FROM CONIC. 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. SIGNAL STANDARD NO, STD. NO.02 STATE ROUTE AND SR97, MP 069.09 MILE POST NO, MANUFACTURER APPROVED DRAWING NO. APPROVED DWG. AB 12345 FABRICATION DATE FAB. 6/14/2002 EXAMPLE SIGNAL STANDARD IDENTIFICATION TAG 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?e HIGH, STAMPED OR EMBOSSED. a. VEHICLE DISPLAY E. POST MTD. SIGN I. APB PUSH BUTTON b. MAST ARM MTD. SIGN f. LUMINAIRE j. HANDHOLE C. STREET NAME SIGN d. PRE-EMPT DETECTOR SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY MIN. I MAX. HORIZONTAL DISTANCE ALL 40' 45' 50' 53'-180' FROM STOP LINE 3 SECTION 12' 16.5' 17.5' 19.2' 20.9' 22.0' 5 SECTION CLUSTER 12" 4 SECTION 12" 16.5' 17.0' 18.0' 197 20.8' MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO ROADWAY MEASURE ATTACHMENT POINT ANGLES CLOCKWISE FROM POLE ORIENTATION LINE (El ATTACHMENT POINT) TO THE ATTACHMENT POINT LOCATION 90, w POLE ORIENTATION LINE (El ATTACHMENT POINT) E2 60D/D TO BE SUBMITTED AT A LATER DATE STANDARD TYPE STANDARD PLAN REFERENCES POLE FOUNDATION ELECTRICAL STANDARD CURB PPB FIXED BR B�wavv J-20.10 J-20.15 J-20.10 J-20.15 J-20.10 J-20.15 PS J-20.16 J-21.10 J-20.20 I J-21.15 J-21.10 J-21.20 II, III, SO WA J-26.10 J-26.1� NIA N/A -ATTACHMENT POINT -ALL HANDHOLES AT 180A FROM El -ANCHOR BOLT PLATE -LOCATION STATION POLE ORIENTATION R PO ANGLE (P.O.A.) �7z DEGREES CLOCKWISE v� FROM OFFSET LINE TO POLE ORIENTATION LINE POLE ORIENTATION AND ATTACHMENT POINT NOTE: (El ATTACHMENT POINT) TYPE E MOUNTS SHALL BE USED FOR PEDESTRIAN DISPLAYS ON TYPE 1,11 OR III SIGNAL STANDARDS, WITH THE FOLLOWING EXCEPTION: PEDESTRIAN DISPLAYS MOUNTED ON OCTAGONAL (8 SIDED) SIGNAL 3'-6" MEASURED FROI STANDARDS ATAN ANGLE OTHER THAN A45 DEGREE OSIDEWALK SURFACE INCREMENT SHALL USE A TYPE A MOUNT FOR TWO TO CENTER OF PEDESTRIAN DISPLAYS, OR ATYPE B MOUNT FOR A PEDESTRIAN PU SINGLE FOR A SINGLE PEDESTRIAN DISPLAY. BUTTON g. PEDESTRIAN DISPLAY k. VIDEO DETECTION CAMERA - ` TYPE D MOUNTS SHALL BE USED FOR PEDESTRIAN h. TERMINAL CABINET I. PTZ CAMERA DISPLAYS ON TYPE PS SIGNAL STANDARDS. XVZ N3 MAST ARM LENGTH X Y Z (fi3) 6' 19.8 8' 26.4 10, 33.0 12' 39.6 14' 46.2 16, 52.8 is a LUMINAIRE, MOUNTING, SHROUD AND ARM PER STD PLANS 117.1 AND 117.3. LUMINAIR ARM LENGTH PER DESIGN PLANS SIGN HEIGHT WIDTH AREA b 1 3.0 FT I N/A 17.5 SQ. FT. c 1 3.0 FT I N/A 136.0 SQ. FT. e I N/A 1 3.0 FT 115.0 SQ. FT. G 0 J 27" 0, 114OW 4VAMMililli�J POLE AND MAST ARM PER MANUFACTURER'S PLANS. MANUFACTURER'S PLANS SHALL BE SIGNED AND STAMPED BY A WASHINGTON STATE wiruiu cnnonmi v. LICENSED STRUCTURAL ENGINEER. ANC LT OVIDE QUATE ADDITIONAL LENGTH TO AC MODAT IDEWALK THICKNESS WHILE AIN G ED T REQUIREMENTS. AT LEAST ULL TH HALL EXTEND ABOVE THE TOP a EAW T. ANCHOR BOLTS MAY BE CUT TO ACCOMMODATE ANCHOR BOLT COVER DEWALK & THICKENED EDGE, SIDEWALK THICKNESS 9 DEFINED IN CONTRACT PLANS, PLACE ABOVE AND AROUND PERIMETER OF TOP OF FOUNDATION - }' MINIMUM SPACE BETWEEN BOTTOM OF HEAVY -HEX NUT AND CONCRETE RO/ LIMITS OF VEf LgS P TYPE PS TYPE 1 ® ALL OR VMS IS NOT PEQ HEAD VEHICLE HEAD ALLOWED ON THESE POLES. STANDARD STANDARD m TYPE II, III & SO ASSUMES ADDITIONAL 500 FT' FOR FUTURE EQUIPMENT ON SIGNAL STANDARD NEW SIGNAL STANDARDS. 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) ' REMARKS OFFSET DISTANCE-Z E TERLI CHMENTPOINT N ) WINDLOADAREAS -XY F 3 (T) N(Y)R)= TOTAL POLE# STATION OFFSET LT. RT. P.O.A. Al A2 B1 B2 B3 36 Of Be 39 B10 Ell B1 B2 B3 B4 Be B7 39 B10 311 B12 (FT)3 ' C D E1 F1 F2 G1 G2 H 11 12 TRD. TSQ. 4'RD. 'FOUNDATION DEPTH IS BASED ON DESIGN LATERAL BEARING PRESSURE OF 1,500-2,500 FTA3 BASED ON TBQ "ASSUMES ADDITIONAL 500 FT' FOR FUTURE EQUIPMENT ON NEW SIGNAL STANDARDS. ' METRO TRANSIT CAPITAL DIVISION W 60% SUBMITTAL Jacobs w �S. GAO . GaWs PENG RAPIDRIDE I LINE NovEMBERzoz1 �P��o Wa HNFr�, DRAWN Tyra La King County CHECKED PRa'Ec3N3, RENTON SEGMENT DRAWING NO �� R ullai k0 M.WEGENER E08586E18 METRO POLE SCHEDULE 1TS1.08D '� FCASTe� No. RenscN By aPPG GaTE °rrar. G CHECKED C0NRNGTNO SE CARR RD & 106TH PL SE NHEE'NO OF METRO PROJECT ENGINEER CXX%RRRRX 380 XXXX T-421480 R-4214380 T-421481 R-4214381 II O g v S � ~ b T SS gs `SS h SS ` I x 6P 3g S x = sS o 0 I ASS\off 54+10 x \ I SS � SIBS � O � 54+00 X � CARR RD _ - SS � n+ni No - u 7,7o 7,CAR-LINE) jD G G G CL— G G — G �wT T T T T _ G - T GT t SD SD SD SD I � 60% SUBMITTAL � Jacobs REvrioN By 1 4PPD I -ATE d 0 rdem i I � G G SS — T T SD SD SD o I I y I ~ ti I I m V a 60% TO BE SUBMITTED AT A LATER DATE S. GAO P. ENG DRAWN 5p Tyra LV King County J.ECNs `PNaEC. .WEE METRO CHECKED C�18 ONTRACTNO'. ONAL METRO PROJECT ENGINEER CXX%RRRRX METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SIGNAL PLAN SE CARR RD & 108TH AVE SE NOVEMBER 2021 1 TS 1.09A 382 XXXX T-421482 R-4214382 ss ss SE CAR D 53+00 (CAR -LINE) III,. �, , 000p0000000 s \ I 54+10 o s�l 0 o sa+oo �n o ss o+00 — G— G �G G 60% SUBMITTAL No. I REvrioN _ cn - m of m c/) v U7 i y III By 14PPD I -ATE WA o SE PETROVITSKYl; I 0 O / T ss ss so 60% TO BE SUBMITTED AT A LATER DATE Is F WEr� SRG40 PENGcV P¢F H/DRAWN R�0 NCT�2�'1J J.OAMS LV King County `.WEE PxaE6Exo METRO `isYpNAy E�0 cxmxmcoxrRACTxo. METRO PROJECT ENGINEER CXX%RRRRX METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT DETECTION PLAN SE CARR RD & 108TH AVE SE NOVEMBER 2021 1 TS 1.09B 1 383 XXXX 1 T-421483 R-4214383 .91111k D 60% TO BE SUBMITTED AT A LATER DATE 60% SUBMITTAL ' METRO TRANSIT CAPITAL DIVISION WNoveM3eRzozi Jacobs w PENG RAPIDRIDE I LINE FP��O WA HNFr� �M ' G �p Tyra La King County �. GnWs CHECKED PROECTN0: RENTON SEGMENT DRAWING NO. 9� R 01161 g0 M.WEGENER EM566E18 METRO WIRING SCHEDULE 1TS1.09C '� Fc/s@t< G `�IpNAy CHECKED CONDRNGTNO sHEETN¢ a No REvrioN Ev nPVG ��TE SE CARR RD & 108TH AVE SE METRO PROJECT ENGINEER CX%RRRRX 394 XXXX T-421484 R-4214384 NOTES 1O 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. O FIELD INSTALLED. SIGN SIZES SHALL NOT EXCEED THE MAXIMUM VALUES LISTED AT RIGHT. 3O LOCATION SHALL BE APPROVED BY CITY OF RENTON PUBLIC WORKS7FRANSPORTATION 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. O 1' - 0" MIN, TO Z - V 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; T-0" MIN. FROM FACE OF GUARDRAIL; 4'- T MIN. FROM CONIC. 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. SIGNAL STANDARD NO, STD. NO.02 STATE ROUTE AND SR97, MP 069.09 MILE POST NO, MANUFACTURER APPROVED DRAWING NO. APPROVED DWG. AB 12345 FABRICATION DATE FAB. 6/14/2002 EXAMPLE SIGNAL STANDARD IDENTIFICATION TAG 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?e HIGH, STAMPED OR EMBOSSED. a. VEHICLE DISPLAY E. POST MTD. SIGN I. APB PUSH BUTTON b. MAST ARM MTD. SIGN f. LUMINAIRE j. HANDHOLE C. STREET NAME SIGN d. PRE-EMPT DETECTOR SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY MIN. I MAX. HORIZONTAL DISTANCE ALL 40' 45' 50' 53'-180' FROM STOP LINE 3 SECTION 12' 16.5' 17.5' 19.2' 20.9' 22.0' 5 SECTION CLUSTER 12" 4 SECTION 12" 16.5' 17.0' 18.0' 197 20.8' MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO ROADWAY MEASURE ATTACHMENT POINT ANGLES CLOCKWISE FROM POLE ORIENTATION LINE (El ATTACHMENT POINT) TO THE ATTACHMENT POINT LOCATION 90, w POLE ORIENTATION LINE (El ATTACHMENT POINT) E2 600/D TO BE SUBMITTED AT A LATER DATE STANDARD TYPE STANDARD PLAN REFERENCES POLE FOUNDATION ELECTRICAL STANDARD CURB PPB FIXED BR B�wavv J-20.10 J-20.15 J-20.10 J-20.15 J-20.10 J-20.15 PS J-20.16 J-21.10 J-20.20 I J-21.15 J-21.10 J-21.20 II, III, SO WA J-26.10 J-26.1� NIA N/A -ATTACHMENT POINT -ALL HANDHOLES AT 180A FROM El -ANCHOR BOLT PLATE -LOCATION STATION POLE ORIENTATION R PO ANGLE (P.O.A.) �7z DEGREES CLOCKWISE v� FROM OFFSET LINE TO POLE ORIENTATION LINE POLE ORIENTATION AND ATTACHMENT POINT NOTE: (El ATTACHMENT POINT) TYPE E MOUNTS SHALL BE USED FOR PEDESTRIAN DISPLAYS ON TYPE 1,11 OR III SIGNAL STANDARDS, WITH THE FOLLOWING EXCEPTION: PEDESTRIAN DISPLAYS MOUNTED ON OCTAGONAL (8 SIDED) SIGNAL 3'-6" MEASURED FROI STANDARDS ATAN ANGLE OTHER THAN A45 DEGREE OSIDEWALK SURFACE INCREMENT SHALL USE A TYPE A MOUNT FOR TWO TO CENTER OF PEDESTRIAN DISPLAYS, OR ATYPE B MOUNT FOR A PEDESTRIAN PU SINGLE FOR A SINGLE PEDESTRIAN DISPLAY. BUTTON g. PEDESTRIAN DISPLAY k. VIDEO DETECTION CAMERA - ` TYPE D MOUNTS SHALL BE USED FOR PEDESTRIAN h. TERMINAL CABINET I. PTZ CAMERA DISPLAYS ON TYPE PS SIGNAL STANDARDS. XVZ N3 MAST ARM LENGTH X Y Z (fi3) 6' 19.8 8' 26.4 10, 33.0 12' 39.6 14' 46.2 16, 52.8 is a LUMINAIRE, MOUNTING, SHROUD AND ARM PER STD PLANS 117.1 AND 117.3. LUMINAIR ARM LENGTH PER DESIGN PLANS SIGN HEIGHT WIDTH AREA b 1 3.0 FT I N/A 17.5 SQ. FT. c 1 3.0 FT I N/A 136.0 SQ. FT. e I N/A 1 3.0 FT 115.0 SQ. FT. G 0 J 27" 0, 114OW 4VAMMililli�J POLE AND MAST ARM PER MANUFACTURER'S PLANS. MANUFACTURER'S PLANS SHALL BE SIGNED AND STAMPED BY A WASHINGTON STATE wiruiu cnnonmi v. LICENSED STRUCTURAL ENGINEER. ANC LT OVIDE QUATE ADDITIONAL LENGTH TO AC MODAT IDEWALK THICKNESS WHILE AIN G ED T REQUIREMENTS. AT LEAST ULL TH HALL EXTEND ABOVE THE TOP a EAW T. ANCHOR BOLTS MAY BE CUT TO ACCOMMODATE ANCHOR BOLT COVER DEWALK & THICKENED EDGE, SIDEWALK THICKNESS 9 DEFINED IN CONTRACT PLANS, PLACE ABOVE AND AROUND PERIMETER OF TOP OF FOUNDATION - }' MINIMUM SPACE BETWEEN BOTTOM OF HEAVY -HEX NUT AND CONCRETE RO/ LIMITS OF VEf LgS P TYPE PS TYPE 1 ® ALL OR VMS IS NOT PEQ HEAD VEHICLE HEAD ALLOWED ON THESE POLES. STANDARD STANDARD m TYPE II, III & SO ASSUMES ADDITIONAL 500 FT' FOR FUTURE EQUIPMENT ON SIGNAL STANDARD NEW SIGNAL STANDARDS. 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) ' REMARKS OFFSET DISTANCE-Z E TERLI CHMENTPOINT N ) WINDLOADAREAS -XY F 3 (T) N(Y)R)= TOTAL POLE# STATION OFFSET LT. RT. P.O.A. Al A2 B1 B2 B3 36 Of Be 39 B10 Ell B1 B2 B3 B4 Be B7 39 B10 311 B12 (FT)3 ' C D E1 F1 F2 G1 G2 H 11 12 TRD. TSQ. 4'RD. 'FOUNDATION DEPTH IS BASED ON DESIGN LATERAL BEARING PRESSURE OF 1,500-2,500 FTA3 BASED ON TBQ "ASSUMES ADDITIONAL 500 FT' FOR FUTURE EQUIPMENT ON NEW SIGNAL STANDARDS. ' METRO TRANSIT CAPITAL DIVISION W 60% SUBMITTAL Jacobs w PENG RAPIDRIDE I LINE NovEMBERzoz1 �PS1Rr0 DRAWNp Tyra J. GaWs La King County CHECKED PRa'Ec3N3, RENTON SEGMENT DRAWING NO �� R ul lai k0 M.WEGENER E06566E18 METROPOLE SCHEDULE 1TS1.09D '� FCASTe� No. RenscN By aPPG GaTE °rrar. G CHECKED C0NRNGTNO SE CARR RD & 108TH AVE SE NHEE'No' OF METRO PROJECT ENGINEER CXX%RRRRX 385 XXXX T-421485 R-4214385 T-421486 R-4214386 I I!� T � v NIT F O x I O ti m� cilm N B � N h SO SD 5 SO SD SD — SD < El lc x 00 z _ SE 180TH ST o m rn N aF o I Z m m i //I o �• IG�1��11�11 I ����S'.1��`.I'�� P d I Id I I o o ill IWviy §'Fp"Q rvo. I I I I IV I I I II I II I I I II I UB� 60% SUBMITTAL ON REVGION I BY I APPD I DATE FA 0 o 6 m S. GAO DRAWN J. DANS T 9p�RFCr11� cxEcxeo: `isYpNAy ECG M.WEGENER CHECKED METRO PROJECT ENGINEER 09 mr E00566E18 Coon N0 CXX%%%RRX 60% TO BE SUBMITTED AT A LATER DATE L9 King County METRO METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SIGNAL PLAN 108TH AVE SE & SE 180TH ST NOVEMBER 2021 1TS1.10A s6EETNo Of 387 XXXX T-421487 R-4214387 ,< No E 0 / 50 5� / SD ,D SD GIICVd SE 180TH ST 60% SUBMITTAL REvrioN �i Iii ti CD o ` N 00 �r m co Ul o Ul F a ' I o 0 �Q By 14PPE I -ATE 0 0 .;acobs 60% TO BE SUBMITTED AT A LATER DATE S. GAO P. ENG PS1R00F H/�.C.�. DRAWN 5p Tyra LV King County J.ECNs `.WEE PxaE6Exo METRO p'$'RFc��yggF� CHECKED CONTRNE18 `isYpNAy E�0 cxmxm� coxrRacTxo. METRO PROJECT ENGINEER CXX%RRRRX METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT DETECTION PLAN 108TH AVE SE & SE 180TH ST NOVEMBER 2021 1TS1.10B 1 388 XXXX 1 T-421488 R-4214388 e3 0 No E ^� WIRE SCHEDULE A. SIZE I 2C(sh) I 3C(sh) I 4C I 5C 12 SMFO ca16e , VID T #12 1 #8 1 #8G 1 #6 1 #6G I REMARKS 60% SUBMITTAL REvrioN By 14PPo I -ATE .;acobs 60% TO BE SUBMITTED AT A LATER DATE S. GAO P. ENG PS1R00F H/�.C.�. DRAWN 5p Tyra La King County J.ECNs `.WEE PxaE6Exo METRO p'$'RFc��yggF� CHECKED CONTRNE00566E18 `isYpNAy E�0 cxmxm: coxrRacTxo. METRO PROJECT ENGINEER CXX%RRRRX METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT WIRING SCHEDULE 108TH AVE SE & SE 180TH ST NOVEMBER 2021 1TS1.10C 1 389 XXXX 1 T-421489 R-4214389 7 0 a z 0 - NOTES 1D 3 SECTION SIGNAL HEADS SHALL USE TYPE L MOUNTING AND 4 S3ECTION OR GREATER SIGNAL } J HEADS SHALL USE TYPE M MOUNTING COUPLING INSTALLED AT OFFSET INDICATED IN PLANS. - O FIELD INSTALLED. SIGN SIZES SHALL NOT EXCEED THE MAXIMUM VALUES LISTED AT RIGHT. f 3O LOCATION SHALL BE APPROVED BY CITY OF RENTON PUBLIC WORKS7FRANSPORTATION ENGINEER I PRIOR TO INSTALLATION. ® VIDEO DETECTION CAMERA LOCATED BETWEEN THROUGH AND LEFT TURN LANE, OR CENTERED C ON APPROACH IF LEFT TURN LANE DOES NOT EXIST. O 1' - 0" MIN, TO Z - V 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; T-0" MIN. FROM FACE OF GUARDRAIL; 4'- T MIN. FROM CONIC. 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. SIGNAL STANDARD NO, STD. NO.02 STATE ROUTE AND SR97, MP 069.09 MILE POST NO, MANUFACTURER APPROVED DRAWING NO. APPROVED DWG. AB 12345 FABRICATION DATE FAB. 6/14/2002 EXAMPLE SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY MIN. I MAX. HORIZONTAL DISTANCE ALL 40' 45' 50' 53'-180' FROM STOP LINE 3 SECTION 12' 16.5' 17.5' 19.2' 20.9' 22.0' 5 SECTION CLUSTER 12" 4 SECTION 12" 16.5' 17.0' 18.0' 197 20.8' MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO ROADWAY MEASURE ATTACHMENT POINT ANGLES CLOCKWISE FROM POLE ORIENTATION LINE (El ATTACHMENT POINT) TO THE ATTACHMENT POINT LOCATION 90, E2 60% TO BE SUBMITTED AT A LATER DATE STANDARD TYPE STANDARD PLAN REFERENCES POLE FOUNDATION ELECTRICAL STANDARD CURB PPE FIXED BR BANawav J-20.10 J-20.15 J-20.10 J-20.15 J-20.10 J-20.15 PS J-20.16 J-21.10 J-20.20 I J-21.15 J-21.10 J-21.20 II, III, SO WA J-26.10 J-26.1� N/A N/A -ATTACHMENT POINT -ALL HANDHOLES AT 180A FROM El -ANCHOR BOLT PLATE -LOCATION STATION P R POLE ORIENTATION SIGNAL STANDARD IDENTIFICATION TAG ANGLE (P.O.A.) DEGREES CLOCKWISE v� w POLE ORIENTATION LINE (El ATTACHMENT POINT) TAG NOTES: FROM OFFSET LINE TO CORROSION RESISTANT METAL TAG SECURED WITH (2)0.125" RIVETS AS FOLLOWS: POLE ORIENTATION LINE POLE ORIENTATION AND ATTACHMENT POINT - POLE SHAFT NOTE: (El ATTACHMENT POINT) - LOCATED WITHIN 6" ABOVE HAND HOLE (TYPE II & III). TYPE E MOUNTS SHALL BE USED FOR PEDESTRIAN - SIGNAL AND LUMINAIRE MAST ARM (TYPE II & III). DISPLAYS ON TYPE I,II OR III SIGNAL STANDARDS, WITH - LOCATED WITHIN 6" OF THE LUMINAIRE ARM AND THE POLE SHAFT CONNECTION POINT (TYPE III). THE FOLLOWING EXCEPTION: PEDESTRIAN DISPLAYS - TEXT SHALL BE A MINIMUM OF?e HIGH, STAMPED OR EMBOSSED. MOUNTED ON OCTAGONAL (8 SIDED) SIGNAL 3'-6" MEASURED FROI a. VEHICLE DISPLAY E. POST MTD. SIGN i. APB PUSH BUTTON STANDARDS AT AN ANGLE OTHER THAN A45 DEGREE OSIDEWALK SURFACE INCREMENT SHALL USE A TYPE A MOUNT FOR TWO TO CENTER OF b. MAST ARM MTD. SIGN f. LUMINAIRE j. HANDHOLE PEDESTRIAN DISPLAYS, OR ATYPE B MOUNT FOR A PEDESTRIAN PU SINGLE FOR A SINGLE PEDESTRIAN DISPLAY. BUTTON C. STREET NAME SIGN g. PEDESTRIAN DISPLAY k. VIDEO DETECTION CAMERA TYPE D MOUNTS SHALL BE USED FOR PEDESTRIAN d. PRE-EMPT DETECTOR h. TERMINAL CABINET I. PTZ CAMERA DISPLAYS ON TYPE PS SIGNAL STANDARDS. XVZ N3 MAST ARM LENGTH X Y Z (fi3) 6' 19.8 8' 26.4 10, 33.0 12' 39.6 14' 46.2 16, 52.8 is a LUMINAIRE, MOUNTING, SHROUD AND ARM PER STD PLANS 117.1 AND 117.3. LUMINAIR ARM LENGTH PER DESIGN PLANS SIGN HEIGHT WIDTH AREA b 1 3.0 FT 11 7.5 SQ. IF c 1 3.0 FT 1 .0 SQ. FT. e I N/A I3.0 FT 15.0 SQ. FT. G 0 J 27" deb 0, LJrr����J POLE AND MAST ARM PER MANUFACTURER'S PLANS. MANUFACTURER'S PLANS SHALL BE SIGNED AND STAMPED BY A WASHINGTON STATE wiruiu cnnonmi v. LICENSED STRUCTURAL ENGINEER. ANC LT OVIDE QUATE ADDITIONAL LENGTH TO AC MODAT IDEWALK THICKNESS WHILE AIN G ED T REQUIREMENTS. AT LEAST ULL TH HALL EXTEND ABOVE THE TOP a EAW T. ANCHOR BOLTS MAY BE CUT TO ACCOMMODATE ANCHOR BOLT COVER DEWALK & THICKENED EDGE, SIDEWALK THICKNESS 9 DEFINED IN CONTRACT PLANS, PLACE ABOVE AND AROUND PERIMETER OF TOP OF FOUNDATION - }' MINIMUM SPACE BETWEEN BOTTOM OF HEAVY -HEX NUT AND CONCRETE RO/ LIMITS OF VEf L"1' " - DIMS OR VMS IS NOT TYPE PS TYPE 1 ® ALLOWED ON THESE POLES. PEQ HEAD VEHICLE HEAD STANDARD STANDARD m TYPE II, III & SO ASSUMES ADDITIONAL 500 FT' FOR FUTURE EQUIPMENT ON SIGNAL STANDARD NEW SIGNAL STANDARDS. 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) ' REMARKS OFFSET DISTANCE-Z E TERLI CHMENTPOINT N ) WINDLOADAREAS -XY F 3 (T) N(Y)V)= TOTAL POLE# STATION OFFSET LT. RT. P.O.A. Al A2 B1 B2 B3 36 Of Be 39 B10 Ell B1 B2 B3 B4 Be B7 39 B10 311 B12 (FT)3 ' C D E1 F1 F2 G1 G2 H 11 12 TRD. TSQ. 4'RD. 'FOUNDATION DEPTH IS BASED ON DESIGN LATERAL BEARING PRESSURE OF 1,500-2,500 FTA3 BASED ON TBQ "ASSUMES ADDITIONAL 500 FT' FOR FUTURE EQUIPMENT ON NEW SIGNAL STANDARDS. 60% SUBMITTAL ' METRO TRANSIT CAPITAL DIVISION WNovEMBERzoz1 Jacobs w PEND RAPIDRIDE I LINE �P��o Wa HNFr�, �� ' p Tyra La King County �. DANs CHECKED PRWECTND: DRAWING No. a„a, METRO RENTON SEGMENT °.g�eG,�„w�� ecBNBR `oBB�esECTNe POLE SCHEDULE 1TS1.10D ND. RenscN BY APPD DATE CHECKED' 108TH AVE SE & SE 180TH ST RHUTNO CE METRO PROJECT ENGINEER CXX%RRRRX 390 XXXX T-421490 R-4214390 9 0 0 CP h 3 0 Q z O ■ O T-421491 R-4214391 I e3 0 x z O No. 60% SUBMITTAL REVISION BY I APP'o I DATE 0 M, r 0 1 0 II� I� ; .acobs GAO SO - SD SD 0 I60% TO BE SUBMITTED AT A LATER DATE METRO TRANSIT CAPITAL DIVISION S.BAD P.ENG RAPIDRIDE I LINE NOVEMBER2021 DRAWN J DAVIS L9 King County RENTON SEGMENT CHECKED: PROVECTNO: DRAWING NO M. WEGENER E00566E18 METK SIGNAL PLAN 108TH AVE SE & FRED MEYER DRIVEWAY 1TS1.11A CHECKED CDNWACTND. SHEET"°. OF METRO PROJECT ENGINEER CXX%%%%%X 392 XXXX T-421492 R-4214392 e3 0 a z 0 - NOTES V 1D 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. 1 O 3O FIELD INSTALLED. SIGN SIZES SHALL NOT EXCEED THE MAXIMUM VALUES LISTED AT RIGHT. LOCATION SHALL BE APPROVED BY CITY OF RENTON PUBLIC WORKS7FRANSPORTATION ENGINEER PRIOR TO INSTALLATION. ® VIDEO DETECTION CAMERA LOCATED BETWEEN THROUGH AND LEFT TURN LANE, OR CENTERED C O © ON APPROACH IF LEFT TURN LANE DOES NOT EXIST. 1'-0"MIN, TO Z-VMAX. 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; T-0" MIN. FROM FACE OF GUARDRAIL; 4'- T MIN. FROM CONIC. 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. SIGNAL STANDARD NO, STD. NO.02 STATE ROUTE AND SR97, MP 069.09 MILE POST NO, MANUFACTURER APPROVED DRAWING NO. APPROVED DWG. AB 12345 FABRICATION DATE FAB. 6/14/2002 EXAMPLE SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY MIN. I MAX. HORIZONTAL DISTANCE ALL 40' 45' 50' 53'-180' FROM STOP LINE 3 SECTION 12' 16.5' 17.5' 19.2' 20.9' 22.0' 5 SECTION CLUSTER 12" 4 SECTION 12" 16.5' 17.0' 18.0' 197 20.8' MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO ROADWAY MEASURE ATTACHMENT POINT ANGLES CLOCKWISE FROM POLE ORIENTATION LINE (El ATTACHMENT POINT) TO THE ATTACHMENT POINT LOCATION 90, E2 60% TO BE SUBMITTED AT A LATER DATE STANDARD TYPE STANDARD PLAN REFERENCES POLE FOUNDATION ELECTRICAL STANDARD CURB PPE FIXED BREu WAY J-20.10 J-20.15 J-20.10 J-20.15 J-20.10 J-20.15 PS J-20.16 J-21.10 J-20.20 I J-21.15 J-21.10 J-21.20 II, III, SO WA J-26.10 J-26.1� N/A N/A -ATTACHMENT POINT -ALL HANDHOLES AT 180A FROM El -ANCHOR BOLT PLATE -LOCATION STATION P R POLE ORIENTATION SIGNAL STANDARD IDENTIFICATION TAG ANGLE (P.O.A.) DEGREES CLOCKWISE v� w POLE ORIENTATION LINE (El ATTACHMENT POINT) TAG NOTES: FROM OFFSET LINE TO CORROSION RESISTANT METAL TAG SECURED WITH (2)0.125" RIVETS AS FOLLOWS: POLE ORIENTATION LINE POLE ORIENTATION AND ATTACHMENT POINT - POLE SHAFT NOTE: (El ATTACHMENT POINT) - LOCATED WITHIN 6" ABOVE HAND HOLE (TYPE II & III). TYPE E MOUNTS SHALL BE USED FOR PEDESTRIAN - SIGNAL AND LUMINAIRE MAST ARM (TYPE II & III). DISPLAYS ON TYPE I,II OR III SIGNAL STANDARDS, WITH - LOCATED WITHIN 6" OF THE LUMINAIRE ARM AND THE POLE SHAFT CONNECTION POINT (TYPE III). THE FOLLOWING EXCEPTION: PEDESTRIAN DISPLAYS - TEXT SHALL BE A MINIMUM OF?e HIGH, STAMPED OR EMBOSSED. MOUNTED ON OCTAGONAL (8 SIDED) SIGNAL 3'-6" MEASURED FROI a. VEHICLE DISPLAY E. POST MTD. SIGN i. APB PUSH BUTTON STANDARDS AT AN ANGLE OTHER THAN A45 DEGREE OSIDEWALK SURFACE INCREMENT SHALL USE A TYPE A MOUNT FOR TWO TO CENTER OF b. MAST ARM MTD. SIGN f. LUMINAIRE j. HANDHOLE PEDESTRIAN DISPLAYS, OR ATYPE B MOUNT FOR A PEDESTRIAN PU SINGLE FOR A SINGLE PEDESTRIAN DISPLAY. BUTTON C. STREET NAME SIGN g. PEDESTRIAN DISPLAY k. VIDEO DETECTION CAMERA TYPE D MOUNTS SHALL BE USED FOR PEDESTRIAN d. PRE-EMPT DETECTOR h. TERMINAL CABINET I. PTZ CAMERA DISPLAYS ON TYPE PS SIGNAL STANDARDS. XVZ N3 MAST ARM LENGTH X Y Z (fi3) 6' 19.8 8' 26.4 10, 33.0 12' 39.6 14' 46.2 16, 52.8 is a LUMINAIRE, MOUNTING, SHROUD AND ARM PER STD PLANS 117.1 AND 117.3. LUMINAIR ARM LENGTH PER DESIGN PLANS SIGN HEIGHT WIDTH AREA b 1 3.0 FT 11 7.5 SQ. IF c 1 3.0 FT 1 .0 SQ. FT. e I N/A I3.0 FT 15.0 SQ. FT. G 0 J 27" 0, LJrr����J POLE AND MAST ARM PER MANUFACTURER'S PLANS. MANUFACTURER'S PLANS SHALL BE SIGNED AND STAMPED BY A WASHINGTON STATE wiruiu cnnonmi v. LICENSED STRUCTURAL ENGINEER. ANC LT OVIDE QUATE ADDITIONAL LENGTH TO AC MODAT IDEWALK THICKNESS WHILE AIN G ED T REQUIREMENTS. AT LEAST ULL TH HALL EXTEND ABOVE THE TOP a EAW T. ANCHOR BOLTS MAY BE CUT TO ACCOMMODATE ANCHOR BOLT COVER DEWALK & THICKENED EDGE, SIDEWALK THICKNESS 9 DEFINED IN CONTRACT PLANS, PLACE ABOVE AND AROUND PERIMETER OF TOP OF FOUNDATION - }' MINIMUM SPACE BETWEEN BOTTOM OF HEAVY -HEX NUT AND CONCRETE RO/ LIMITS OF VEf L"1' " - DIMS OR VMS IS NOT TYPE PS TYPE 1 ® ALLOWED ON THESE POLES. PEQ HEAD VEHICLE HEAD STANDARD STANDARD m TYPE II, III & SO ASSUMES ADDITIONAL 500 FT' FOR FUTURE EQUIPMENT ON SIGNAL STANDARD NEW SIGNAL STANDARDS. 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) ' REMARKS OFFSET DISTANCE-Z E TERLI CHMENTPOINT N ) WINDLOADAREAS -XY F 3 (T) N(Y)V)= TOTAL POLE# STATION OFFSET LT. RT. P.O.A. Al A2 B1 B2 B3 36 Of Be 39 B10 Ell B1 B2 B3 B4 Be B7 39 B10 311 B12 (FT)3 ' C D E1 F1 F2 G1 G2 H 11 12 TRD. TSQ. 4'RD. 'FOUNDATION DEPTH IS BASED ON DESIGN LATERAL BEARING PRESSURE OF 1,500-2,500 FTA3 BASED ON TBQ "ASSUMES ADDITIONAL 500 FT' FOR FUTURE EQUIPMENT ON NEW SIGNAL STANDARDS. 60% SUBMITTAL ' METRO TRANSIT CAPITAL DIVISION WNovEMBERzoz1 Jacobs PENG RAPIDRIDE I LINE (TJ�DAMS MWVMILa King County CHECKED PRWECTND; ���RO RENTON SEGMENT DRAWING NOR M.WEGENER E00558E18 POLE SCHEDULE 1TS1.11B No. RenscN BY APPD DATE CHECKED `ON`RNGTNO 108TH AVE SE & FRED MEYER DRIVEWAY GHH'N°' ° METRO PROJECT ENGINEER CXX%RRRRX 393 X)m T-421493 R-4214393 NOTES: -..- —, 1 4 1A 5 3 4 = 1. FOR GENERAL NOTES AND SYMBOLOGY SEE ITS1.00. CO 2. FOR SIGNAL POLE DETAILS SEE ITS1.12C. --- - W - 3. FOR CONDUIT RUN AND WIRING INFORMATION SEE 1TS1.05B AND 1TS1.12D. ` LLI 4. FOR CONSTRUCTION NOTES SEE 1TS1.12B. nq as as 5. FOR ILLUMINATION PLANS AND SERVICE BREAKER PANEL SCHEDULE DETAILS SEE 29 \ )O=X AND XXXXX. \ 1 14 \ 6. FOR ITS PLANS AND DETAILS SEE XXXXX. a 1 Dy EVP — 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. S2 13 I 11 8. NEW COUNTDOWN PEDESTRIAN SIGNAL HEAD 28 AND 29 SHALL BE INSTALLED WITH NEW MOUNTING TYPE' ON NEW POLE PER WSDOT STD. PLAN J-75.10. u, 1 ® 31.00 \, `\ � 108TH AVE SE (SR 515) 3zt ° (108TH-LINE) 1 1 d 12 \ yo Ptl G G pi G G G °' G- 28 Ub Am INS as as as as d - -M M M N/ W W W ____lY__ W W N NI 9 w TA 2 ale eyo\ SIGNAL HEADS SIGNS NEW CROSSWALK PRE-EMPTION SCHEDULE STOP sroPory CHANNEL PHASES H R 2 RASHINGj ON RED A&B 1 • of ip^ rHEry PROCEED 28, 29 11, 12, 13, 14 $1 S2 R10-23 MOD (30' W x 48" H) 0' 10, 20' SCALE: 1"=20' O DESIGNED. PPPRWED: METRO TRANSIT CAPITAL DIVISION DATE: 60 /o SUBMITTAL ' NOVEMBER 2021 O a co W P. ENG �P¢�o WA � �°�,s RAPIDRIDE I LINE �p �� a J. DnNs LQ King County CHECKED: PROAECrND: DRAWING NO METRO RENTON SEGMENT C„E KGmENER `w�se�eETNO HAWK SIGNAL PLAN 1TS1.12A G"� REvriov BY 4PPE -ATE ' 108TH AVE SE & SE 186TH ST 39 °P METRO PROJECT ENGINEER CXX%%%%%X 94 XXXX T-421494 R-4214394 T-421495 R-4214395 NOTES 1O 3 SECTION, 4 SECTION AND GREATER SIGNAL HEADS SHALL USE TYPE M MOUNTING COUPLING INSTALLED AT OFFSET INDICATED IN PLANS. O FIELD INSTALLED. SIGN SIZES SHALL NOT EXCEED THE MAXIMUM VALUES LISTED AT RIGHT. 3O 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. © l'-0"MIN. TO Z-6"MAX. FROM POLE CENTERLINE TO SIGN EDGE. O 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; T-0" MIN. FROM FACE OF GUARDRAIL; 4'- O" MIN. FROM CONIC. 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. APB PUSH BUTTON j. HANDHOLE k. VIDEO DETECTION CAMERA 1. PTZ CAMERA SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY MIN. I MAX. HORIZONTAL DISTANCE ALL 40' 1 45' 1 50' 53'-180' FROM STOP LINE 3 SECTION 12' 16.5' 17.5' 19.2' 20.9 22.0' 5 SECTION CLUSTER 12" 4 SECTION 12" 16.5' 17.0' 18.0' 19.T 20.8' MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO ROADWAY MEASURE ATTACHMENT POINT ANGLES CLOCKWISE FROM POLE ORIENTATION LINE (El ATTACHMENT POINT) TO THE ATTACHMENT POINT LOCATION E2 POLE AND ALL RELATED HARDWARE I COMPONENTS SHALL BE PAINTED RAL 9005TX "JET BLACK" UNLESS OTHERWISE SPECIFIED BY CITY OF RENTON TRANSPORTATION ENGINEERING. STANDARD TYPE WSDOT STANDARD PLAN REFERENCES POLE FOUNDATION I ELECTRICAL STANDARD CURB PPB FIXED aREu�awav J-20.10 J-20.15 J-20.10 J-20.15 d J-20.10 J-20.15 PS J-20.16 J-21.10 J-20.20 I J-21.15 J-21.10 J-21.20 II, III, SO WA J-26.10 J-26.1� N/A N/A 900 ATTACHMENT `u N20- ``POINT ALL HANDHOLES AT 180A POLE ORIENTATION LINE E1FROM El (El ATTACHMENT POINT) ANCHOR BOLT PLATE LOCATION STATION POLE ORIENTATIONANGLE (P.O.A.)DEGREES CLOCKWISEv� FROM OFFSET LINE TO POLE ORIENTATION LINE POLE ORIENTATION AND ATTACHMENT POINT (El ATTACHMENT POINT) 44> T-6" MEASURED FROM® SIDEWALK SURFACE TO CENTER OF PEDESTRIAN PUSH TYPE PPB BUTTON PPB POST XVZ N3 MAST ARM LENGTH X Y Z (tt3) 6' 19.8 8' 26.4 10, 33.0 12' 39.6 14' 46.2 16, 52.8 9 9 i id O TYPE PS PED.HEAD STANDARD is a LUMINAIRE, MOUNTING, SHROUD AND ARM PER STD PLANS 117.1 AND 117.3. LUMINAIR ARM LENGTH PER DESIGN PLANS SIGN HEIGHT WIDTH AREA b 3.0 FT NIA 7.5 SQ. FT. c 3.0 FT I NIA 136.0 SQ. FT. e I NIA 3.0 FT 15.O SG. FT. G J 0 27" 0 1OW 144 J, POLE AND MAST ARM PER MANUFACTURER'S PLANS. MANUFACTURER'S PLANS SHALL BE SIGNED AND STAMPED BY A WASHINGTON STATE THICKENED EDGE FOR FOUNDATIONS LOCATED WITHIN SIDEWALK: LICENSED STRUCTURAL ENGINEER. 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 lb SIDEWALK& THICKENED EDGE, SIDEWALK THICKNESS �- ti DEFINED IN CONTRACT PLANS, PLACE ABOVE AND AROUND PERIMETER OF TOP OF FOUNDATION `+ " }" MINIMUM SPACE BETWEEN BOTTOM OF HEAVY -HEX NUT AND CONCRETE J- DMSORVMSISNOT TYPE 1 ® ALLOWED ON THESE POLES. VEHICLE HEAD STANDARD m TYPE II, III & SO ASSUMES ADDITIONAL 500 FT' FOR FUTURE EQUIPMENT ON SIGNAL STANDARD NEW SIGNAL STANDARDS. 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) REMARKS OFFSET DISTANCE - Z F POLE CENTERLINE TO ATTACHMENT POINT (� ( ) WINDLOAD AREAS -XY F ' (n N(Y)R) = TOTAL POLE # STATION OFFSET LT. RT. P.O.A. Al A2 B1 B2 B3 B4 B5 B6 B7 B8 39 B10 Ell B1 B2 B3 B4 B6 B7 39 B10 311 B12 (FT)3 ** C D E1 E2 F G1 G2 H 11 12 & RD. T SQ. 4' RD. Oi XXXX XXXX X 0 111 25 18.5 35 25 22 14.5 18.5 8.3 10 8.3 1080.9 10 0 0 270 180 TBD 1A XXXX XXXX X 0 PPB 270 FT 0 XXXX XXXX X 0 111 25 18.5 35 25 22 14.5 18.5 8.3 10 8.3 1080.9 10 0 0 270 180 TBD OXXXX XXXX X 0 PPB 90 *FOUNDATION DEPTH IS BASED ON DESIGN LATERAL BEARING PRESSURE OF 1,500-2,500 FTA3 BASED ON TBD. *'ASSUMES ADDITIONAL 500 FT' FOR FUTURE EQUIPMENT ON NEW SIGNAL STANDARDS. 60% SUBMITTAL vaC�bS W. P¢�0 J�0�5 P. ENG ' 5p cya La King County J. GANS CHECKE PROVECTNO M.WEG EM566E18 METRO CHECKED C�OMFACTNO'. No. REVGIOv By APP'0 DATE ONAL METRO PROJECT ENGINEER CXX%RRRRX METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT POLE SCHEDULE 108TH AVE SE & SE 186TH ST NOVEMBER 2021 1TS1.12C 1 3% Xxxx T-421496 R-4214396 T-421497 R-4214397 I N I \ o \ NN N � f I N 0 d 1 — ® r O 5 SD SO 01 Lj— \ - T 1 —° ° ° 0 1 dH0 1 dH0 1 1 dH0 dH0 0 1 1 M M M M— TALVOTRD S (TAL-21-LINE) I� ss ss ss S d d �— 1 dH0 dH0 6H0 LLJ H Z W U J Q U in W 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. SIGNS Si S2 W11-2(36"x 3W) W16-7PR (3O" W x 18' H) CONSTRUCTION NOTES 0PROTECT EXISTING TYPE FB SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. 1A PROTECT EXISTING TYPE FB SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. OCONSTRUCT 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 Wi6-7PR 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. OPROTECT EXISTING TYPE PB SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. a 10, 20' SCALE: 1"= 20' 60% SUBMITTAL ' METRO TRANSIT CAPITAL DIVISION WNovEMBERzoz1 Jacobs W PENG P¢owa„NF�� �A,s RAPIDRIDE I LINE p a J. GnNs King County CHECKED PRWECTNN, RENTON SEGMENT DRAWING NO. �O'�RFCTI1�G M.WEGENER E00566E18 METRO RECTANGULAR RAPID FLASHING BEACON PLAN 1TS1.13A No. ReaacN Be cPcB B:;TE ' `""Km' `ONMNGTNO TALBOT RD S & VALLEY MED CTR DRIVEWAY sHH'N°' ° METRO PROJECT ENGINEER CXX%RRRRX 398 XXXX T-421498 R-4214398 M 73+00 TALBOT RD S OS ore S OS OS 0S _M M M M O\ r..—.\ 3 v7 l v 74+00 SS SS SS WIRE SCHEDULE ®PPB/LOOP NO CONDUIT SIZE PRE-EMPTION PED APS VEH HEADI FED HEAD CCTV VIDEO DETECTION SERVICE STREETLIGHT GROUND PERCENTAGE FILL NOTES 2CS 3CS 4C 5C CAT6e #6 AWG #8 AWG #6 AWG #B AWG 2" 1 CONDUIT TO BE BORED 1 T 1 CONDUIT TO BE BORED 2 r T 1 CONDUIT TO BE BORED 3 2" 1 CONDUIT TO BE BORED 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. CONSTRUCTION NOTES: OSUGGESTED LOCATION FOR PEDESTAL POLE, FOUNDATION AND CONDUIT TO BE CONSTRUCTED BY OTHERS IN FUTURE PROJECT. OSUGGESTED LOCATION FOR PEDESTAL POLE, FOUNDATION AND CONDUIT TO BE CONSTRUCTED BY OTHERS IN FUTURE PROJECT. OFURNISH AND INSTALL A NEW TYPE 2 JUNCTION BOX PER WSDOT STD. PLAN J-40.10 0' 10, 20' SCALE: 1" = 2P 60% SUBMITTAL ' METRO TRANSIT CAPITAL DIVISION WNOVEMBERzoz1 Jacobs P. DR° s RAPIDRIDE I LINE � King County CHECKED PRWECTNo, RENTON SEGMENT DRAWING NO. (TJ�DAMS M.WEGENER E06566E18 METRO RECTANGULAR RAPID FLASHING BEACON PLAN 1TS1.14A CHECKED COMRNGTNo. : No REvrioN Ev nPvG SATE TALBOT RD S & S 37TH ST sHEETNOCE METRO PROJECT ENGINEER CXX%RRRRX 399 XXXX T-421499 R-4214399 I INSTALL SOLAR POWER UNIT ON TOP OF POLE MECHANICALLY SECURED POLE CAP 0 CONTROLLER CABINET z SIGN W11-2 36" (IN) x 36" (IN) z ` � 0 SIGN W16-7PR- 30' (IN) x 18' (IN) SIGN W11-501- 12" (IN) x 12" (IN) TYPE FB SIGNAL STANDARD (SEE NOTE 3) PEDESTRIAN PUSHBUTTON AND SIGN ASSEMBLY (SEE NOTE 1) 60% SUBMITTAL No. I RBvrl"N MATCHLINE USE DETAILS ABOVE MATCHLINE FOR SIDE ELEVATION VIEWS SLIP BASE BY I APPD I DATE FRONT ELEVATION VIEW RAPID -FLASHING BEACON SLIP BASE AND CONCRETE SQUARE RECTANGULAR RAPID -FLASHING BEACON - APPROX. 24" (IN) x 4" (IN) x 1 112' (IN) (SEE NOTE 8) ; .acobs 3159EkT WINDBEAM (TY SIGN W1' 36M X: SIGN W16-7 SIGN W11= PEDESTRIAN PUSHBUTT( AND SIGN ASSEMBI (SEE NOTE M JIUL LLLVAI IUN VILW BI-DIRECTIONAL CONFIGURATION DETAILS CROSS TRAFFIC MAY NOT STOP USE CAUTION WHEN CROSSING i W11-501 (12" x 12') PEDESTRIAN SYMBOL HEIGHT- 4" (IN) BICYCLE SYMBOL HEIGHT - T (IN) LETTERS - VC LEGEND - BLACK BACKGROUND - YELLOW �F.WVYp'Er,� J.DANS DRAWN J. DANS cxEcxeo: T 90�RFC,i� M.WEGENER `�3YpNAy ECG CHECKED METRO PROJECT ENGINEER P. ENG L9 King County METRO PNaE6ENo E00558E18 �� NOTES 1. PEDESTRIAN PUSHBUTTON AND SIGN ASSEMBLY- MAY BE SEPARATE PARTS. USE 9' (IN) X IT (IN) R10-25 SIGN IN ACCORD- ANCE WITH 2O09 MUTCD. SIGN MAY INCLUDE INTEGRATED WARNING LIGHTS. 2. SEE STANDARD PLAN J-21.10 FOR SIGNAL STANDARD FOUNDATION WITH FIXED BASE AND SLIP BASE DETAILS. 3. ALL POLES SHALL BE HOT DIP GALVANIZED PER AASHTO M1111. 4. 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. 5. SEE STANDARD PLAN G-30.10 FOR SIGN INSTALLATION ON SIGNAL STANDARD DETAILS. 6. TERMINATE RFB CONNECTIONS PER MANU- FACTURER'S RECOMMENDATION. 7. CONTROL CABINET ENCLOSURE SHALL BE SIZED BY THE RIFE MANUFACTURER. THE CONTROL CABINET $HALL BE MANUFACTURED PER TERMINAL CABINET REQUIREMENTS OF STANDARD SPECIFICATION SECTION 9-29.25. 8. 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) METRO TRANSIT CAPITAL DIVISION — RAPIDRIDE I LINE NovEMBERzoz1 RENTON SEGMENT mw; NH RECTANGULAR RAPID -FLASHING BEACON DETAIL 1TS1.15A SHUTNO: Of 400 XXXX T-4214100 R-4214400 I No CONSTRUCTION NOTES OREMOVE EXISTING JUNCTION BOX OREMOVE EXISTING SMALL CABLE VAULT. O3 INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J40.10-04. 4O INSTALL SMALL CABLE VAULT PER WSDOT STANDARD PLAN J-90.21.02. OTRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. O6 INSTALL CONDUIT(S) TO EXISTING JUNCTION BOX. O7 INTERCEPT EXISTING CONDUIT AND EXTENDED TO NEW JUNCTION BOX. OSPLICE FIBER TO PRE -TERMINATED PIGTAIL IN THE EXISTING FIBER PATCH PANEL BY CORRESPONDING COLORINUMBER. O SPLICE FIBERS TO PRE -TERMINATED PIGTAIL IN THE NEW FIBER PATCH PANEL BY CORRESPONDING COLORINUMBER. 10 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 GRADYRALBOT. 11 INSTALL SMALL OPEN BOTTOM CABLE VAULT PER DETAILS ON DRAWING 112.12. 12 INSTALL ETHERNET SWITCH IN THE SIGNAL CABINET. PATCH FIBERS TO SWITCH PER DETAILS ON DRAWING 112.02. 13 CUT EXISTING 2-12CT FIBER LATERAL CABLES FROM EXISTING FIBER TRUNK. PULL BACK EXISTING LATERALS INTO SIGNAL CABINET FOR REINSTALLATION. 14 INSTALL TYPE 8 JUNCTION BOX PER WSDOT STANDARD PLAN J40.30-04. 15 INSTALL ONE 3" PVC CONDUIT RISER ON EXISTING UTILITY POLE. SEE DETAILS ON DRAWING 112.14. SEE POLE SCHEDULE ON DRAWING 112.15 FOR HEIGHT OF RISER. i6 INSTALL NEW MESSENGER CABLE TO EXISTING UTILITY POLE AT HEIGHT SPECIFIED ON THE POLE SCHEDULE ON DRAWING 112.15. ATTACH NEW AERIAL FIBER OPTIC CABLE TO MESSENGER BY LASHING. SEE DETAILS ON DRAWING 112.14. 17 BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY CORING OPERATIONS BACK TO PRECONSTRUCTION CONDITIONS. 18 REPLACE EXISTING JUNCTION BOX LID WITH NON-SKID LID. 19 PULLBACK 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. 20 CUT THE EXISTING 1-48CT SMFO LATERAL CABLE FROM THE FIBER TRUNK IN THE EXISTING SPLICE CASE. 21 PULL BACK EXISTING 148CT FIBER FROM 2ND/MORRIS SPLICE POINT AND REINSTALL THROUGH THE NEW INTERCEPTED CONDUIT AT 2NDIMORRIS INTERSECTION. 22 SPLICE FIBERS ACCORDING TO FIBER OPTIC SPLICE DIAGRAM 112.03-112.011. COIL SLACK FIBERS IN THE VAULT ACCORDING TO QUANTITIES SHOWN IN THE FIBER ROUTE SCHEMATIC ON DRAWING 112.01-112.02. 23 COIL SLACK FIBER IN THE VAULT ACCORDING TO QUANTITIES SHOWN IN THE FIBER ROUTE SCHEMATIC ON DRAWING 112.01-112.02. 24 INSTALL FIBER SNOWSHOES FOR CABLE SLACK STORAGE AS INDICATED ON THE FIBER ROUTE SCHEMATIC ON DRAWING 112.01-112,03, SEE DETAILS ON DRAWING 112.14. 25 NOT USED. P6 DISCONNECT EXISTING 1-36CT SMFO FROM EXISTING TRAFFIC SIGNAL AND PULL BACK TO NEW SMALL CABLE VAULT THROUGH NEW CONDUIT FOR SPLICING. 27 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. P8 PULL BACK EXISTING 1-288CT SOOT FIBER TO EXISTING MANHOLE CABLE VAULT AND REINSTALL TO SOUTH THROUGH EXISTING AND NEW CONDUIT ROUTE BY SEATTLE IT. 29 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. 30 REPLACE EXISTING TRAFFIC SIGNAL CONTROLLER WITH NEW SEPAC M60 CONTROLLER. WRIONED 60% SUBMITTAL MEs�xEo P.ENG ON PN PG DRAM S P. V O4 WA`g5't �• MNWN: „F °a�LIU L9 King County � � CHECKED PaaE6ENo METRO Aconcord ^eyEOere°tip CHECKED E00588E18 ,,JOIST @� CHECKED: LIXITMCTNJ'. RSvlo'i0N BY APPD DATE E N G IN EERI N G METRO PROJECT ENGINEER CX%%%%%XX 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 112.01-02 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. EXISTING LEGEND PROPOSED DESCRIPTION PROPERTY LINE RIGHT-OF-WAY FENCE POWER VAULT UTILITY POLE UTILITY POLE ANCHOR FIRE HYDRANTS TRAFFIC SIGNAL CABINET ELECTRICAL SERVICE CABINET TRAFFIC SIGNAL POLE TRAFFIC SIGNAL POLE WITH LUMINAIRE VEHICLE SIGNAL HEAD PEDESTRIAN SIGNAL HEAD OPTICOM EVP DETECTOR TRAFFIC SIGN LUMINAIRE POLE (TIMBER) gp� JUNCTION BOX - TYPES 1, 214 AND 3/8 PULL BOX © 25-TA CABLE VAULT MANHOLE AFO AERIAL FIBER OPTIC ---- CONDUIT OCONSTRUCTION NOTE QWIRE NOTE METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT INTERCONNECT GENERALNOTES NOVEMBER 2021 111.00 1 401 XXXX F-4214101 R-4214401 voi ° 0 0 0 p oOA ILl B o o o o " Z o Lu " V ° y x o 4 z o ° m LL p N CID N y ~ o OO p Z o p p QD ° II " Ilan � z a o ° Lu I y I 0 0 PF o DIN T d SSSO D now M M 0 O - ul / " M 11+00 M 12+00 M M N� 14+00 / 0 0 0 + I SD - � - y M " Ell 21 2 0 Gr N E, 0 o co Ig I MATCH LINE 2ND 1 1 +00 - SEE SHEET 111.02 60% SUBMITTAL 5µyy p < Ric REVISION BY APED DATE a WIRING SCHEDULE RUN 10. CONDUIT SIZE CONDUCTORS REMARKS 2 EX. 1.5' 1-48SMF0' 'REINSTALL Is PN PG MPGWERS PENGcV G 0 WB'4j+i Y DRAWN: yF�+P� � zN X. LIu CHECKED : aaaEcrxo: concord 0eygEON8TEAL S wp IS RPHMPN CHI CONTR E18 AENGINEERING METRO PROJECT ENGINEER CX%RRRRRX kg King County METRO GENERAL NOTES 1. SEE SIGNAL PLANS ITS1.01 FOR ADDITIONAL WORK AT THE INTERSECTION. CONSTRUCTION NOTES 21 PULL BACK EXISTING 1-48CT FIBER FROM 2ND/MORRIS SPLICE POINT AND REINSTALL THROUGH THE NEW INTERCEPTED CONDUIT AT 0' 20' 40' SCALE: 1" = 20' METRO TRANSIT CAPITAL DIVISION DATE_ RAPIDRIDE I LINE NOVEMBER2021 RENTON SEGMENT DRAWING NO INTERCONNECT PLAN 111.01 2ND 11+00 TO LOG 14+50 SHEETNo OF 402 XXXX T-4214102 R-4214402 -S 8 W W !n S s — SD SD I s S- O 000720-0080 SD I + 00 - - ------ ° ---- 0 Z N n IIIIIIIIIIIIfPI� S- —S - SID S - -SD Ste= Y SS SS 15+00 s\ 0 0 F a--°�---- -- ---y 40 172810-0000 rd Ivl 000720-0050 0 O W D ZZ 27 CD S S S SSD S SD S SD S SD S SDS SD S S N D 1 G G V� I -S S S S S q S S W LLI 1n j10+00 r� (2ND-LINE) 13+00 o / / t_L� ............ ... 11 T �------------ - 1 TS 784180-0005 WIRING SCHEDULE RUN NO. QCONDUIT 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 r------T------ 784180-0025 784180-0015 60% SUBMITTAL Jacobs PN pD M. PGWERS P. ENG V O4 WA`SHI � �, X.Llll MNWN: „F `"°a� L9 King County � � CHECKED`"� �� METRO ALEconcord eycAL tip SECKMPN E00588E189(01ST @ CHECKED: EW566Ei8no. RSvlo'i0N BY APPD DATE N G I N E E R I N G METRO PROJECT ENGINEER CX%%%%%XX GENERALNOTES 1. SEE SIGNAL PLANS ITS1.02 FOR ADDITIONAL WORK AT THE INTERSECTION. CONSTRUCTION NOTES OREMOVE EXISTING JUNCTION BOX O TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. O7 INTERCEPT EXISTING CONDUIT AND EXTENDED TO NEN JUNCTION BOX. O9 SPLICE FIBERS TO PRE -TERMINATED PIGTAIL IN THE NEW FIBER PATCH PANEL BY CORRESPONDING COLORINUMBER. 11 INSTALL SMALL OPEN BOTTOM CABLE VAULT PER DETAILS ON DRAWING 112.12. 12 INSTALL ETHERNET SWITCH IN THE SIGNAL CABINET. PATCH FIBERS TO SWITCH PER DETAILS ON DRAWING 112,02, 22 SPLICE FIBERS ACCORDING TO FIBER OPTIC SPLICE DIAGRAM 112.03-1 I2.11. COIL SLACK FIBERS IN THE VAULT ACCORDING TO QUANTITIES SHOWN IN THE FIBER ROUTE SCHEMATIC ON DRAWING 1 12.01-1 12.02. P7 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. N 0' 20' 40' SCALE: 1"=20' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT INTERCONNECT PLAN 2ND 16+00 TO 2ND 11+00 NOVEMBER 2021 11� s"MTM C' 403 XXXX T-4214103 R-4214403 !1 E 1 Comm© WIRING SCHEDULE RUN NO. QCONDUITSIZE 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 148 SMFO*** ***REMOVE 4 EX. 211** 1 - 12 SMFO **SEE SIGNAL PLAN FOR CONDUIT MODIFICATIONS s s s s s— EX. TYPE 1 S S S S S 2ND ST L 19+00 (2ND-LINE) 18+Do SD SO Sn cn �> JB06 JB❑Lj JBp T --- T N O JB❑ 1 0 r — — — — — t—j WizM see murvHL ruary — 1TS1.03 0 r 2 s = \ NEW TRAFFIC SIGNAL CABINET 8 12 784180-0085 p zi s �S C/' \ _ x z a x 0 U O o 12 mix WPRMD 60% SUBMITTAL DESIGNED P. $ N P M. POWERS P. ENG six jaco s �ep4.,�o P� oDRAM R $ �� X. LIN CHECKED: PROJECT NO: S p boo ^ gEcer2eW°ti'� S. RAHMAH EW588E18 WW x '�+ e`99IONAL gNK` CHECKED: CoNFEKEi IYJ p w < no. R-, IK N BY AFRO DATE concord pX E E N G I N E E R I N G METRO PROJECT ENGINEER CXXXXXXXX 0 LJ s s = N sD s s s LLJ w 1n 1 16 1 FOICV O O CD z — — — N z O J S Q L9 King County METRO GENERAL NOTES 1. SEE SIGNAL PLANS ITS1.03 FOR ADDITIONAL WORK AT THE INTERSECTION. CONSTRUCTION NOTES iO REMOVE EXISTING JUNCTION BOX OS SPLICE FIBERS TO PRE -TERMINATED PIGTAIL IN THE NEW FIBER PATCH PANEL BY CORRESPONDING COLORINUMBER. 11 INSTALL SMALL OPEN BOTTOM CABLE VAULT PER DETAILS ON DRAWING 112.12. 12 INSTALL ETHERNET SWITCH IN THE SIGNAL CABINET. PATCH FIBERS TO SWITCH PER DETAILS ON DRAWING 112.02. 20 CUT THE EXISTING 148CT SMFO LATERAL CABLE FROM THE FIBER TRUNK IN THE EXISTING SPLICE CASE. 22 SPLICE FIBERS ACCORDING TO FIBER OPTIC SPLICE DIAGRAM 112.03-112.07. COIL SLACK FIBERS IN THE VAULT ACCORDING TO QUANTITIES SHOWN IN THE FIBER ROUTE SCHEMATIC ON DRAWING 112.01-112.02. N 0' 20' 40' SCALE: 1"=20' METRO TRANSIT CAPITAL DIVISION DAMS RAPIDRIDE I LINE NOVEMBER 2021 RENTON SEGMENT OMWING NO. INTERCONNECT PLAN 111.03 2ND 21+00 TO 2ND 16+00 GHEErNDOF 404 XXXX T-4214104 R-4214404 M A �o N, I o i 51.04 o u o a a SD SD v / E ATED FI SI NAL CABINE CD � o P-l�Q` �� $ _ 50 � A 192305-9032 / 2S7 V`�� 20 - OHP O 3 Z4A 2 ,0 Ll — 0 i —4 22 ❑ ❑ 10+00 11+00 12+00❑ - a O I — �a o i ❑ ❑ I o ❑ ❑ T T >, P p P— m p P P- p 9� SD A o 0 0' 0 0-- 0---- - I Gm FL a a ^ 0. TT I I SD SD SD v Ia O I P I o so Ouvr a $ 192305-9102 / 192305-9103 Ia CC I a SD— I S\ 9 LO O 0 i H-- W W T LIFE) ®MWFL W --- 1n 14 Ip �— - 0 0 LLJ J �p GENERALNOTES 1. SEE SIGNAL PLANS ITS1.04 FOR ADDITIONAL WORK AT THE INTERSECTION. CONSTRUCTION NOTES 1O REMOVE EXISTING JUNCTION BOX OREMOVE EXISTING SMALL CABLE VAULT. 4O INSTALL SMALL CABLE VAULT PER WSDOT STANDARD PLAN J-90.21.02 OTRENCH AND INSTALL CONDUIT, ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. 10 CUT EXISTING 2-12CT FIBER LATERAL CABLES FROM EXISTING FIBER TRUNK AND CUT EXISTING FIBER TRUNK. PULL BACK EXISTING LATERAL$ INTO SIGNAL CABINET AND PULL BACK EXISTING TRUNK WEST TO NEW TYPE 8 JUNCTION BOX FOR REINSTALLATION. ABANDON EXISTING FIBER EAST TO GRADYITALBOT. 14 INSTALL TYPE 8 JUNCTION BOX PER WSDOT STANDARD PLAN J40.30-04. 22 SPLICE FIBERS ACCORDING TO FIBER OPTIC SPLICE DIAGRAM 112.03-112.07. COIL SLACK FIBERS IN THE VAULT ACCORDING TO QUANTITIES SHOWN IN THE FIBER ROUTE SCHEMATIC ON DRAWING 112.01-112.02. 29 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 GRADYAME INTERSECTION. WIRING SCHEDULE RUN NO. QCONDUIT 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 N 0' 20' 40' SCALE: 1"=20' ' M... METRO TRANSIT CAPITAL DIVISION 60% SUBMITTAL Jacobs G °`WAp- PGW MERS PENG RAPIDRIDE I LINE NovEMBER zozi �., � DRAWN: �FLIU L9 King County ,gym CHECKED PRPIECINp: DRPWING NO'. p METRO RENTON SEGMENT Aconcord ` E a: ," BRAXMAN E00588E18 INTERCONNECT PLAN 111.05 R-, WK N BY APPD DATE `ONpL CHECRm: CONCRADTNO. GRA 10+00 TO GRA 14+00 GNEE'NG' OF E N G I N E E R I N G METRO PROJECT ENGINEER CX%RRRRRX 405 XXXX T-4214105 R-4214405 C C d Q C7 LJ Z J 2 U Q ar WIRING SCHEDULE RUN NO. QCONDUITSIZE CONDUCTORS REMARKS 1 311PVC 1-48SMFO 2 3"PVC 2-12SMFO* 'REINSTALL 2 CO 60% SUBMITTAL Jacobs Pp DM. RAWN RS P. ENG V O4 WA`SHI � DRAWN „F `"°a�LIU L9 King County � � CHECKED RNH`"� �� METRO A concord ^ey Ec AL tip C ECKED: E00588E18 9(ONAL @� CHECKED: LIXITMCTNJ'. RSvlo'i0N BY APPD DATE E N G IN EERI N G METRO PROJECT ENGINEER CX%%%%%XX GENERALNOTES 1. SEE SIGNAL PLANS 1TS1.05 FOR ADDITIONAL WORK AT THE INTERSECTION. CONSTRUCTION NOTES OREMOVE EXISTING SMALL CABLE VAULT. O3 INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN JAO.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. 13 CUT EXISTING 2-12CT FIBER LATERAL CABLES FROM EXISTING FIBER TRUNK. PULL BACK EXISTING LATERALS INTO SIGNAL CABINET FOR REINSTALLATION. 17 BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY CORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. 22 SPLICE FIBERS ACCORDING TO FIBER OPTIC SPLICE DIAGRAM 112.03-112.11. COIL SLACK FIBERS IN THE VAULT ACCORDING TO QUANTITIES SHOWN IN THE FIBER ROUTE SCHEMATIC ON DRAWING 112.01-112.02. r J L J Q FA 0' 20• 4V SCALE: 1"=20' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT INTERCONNECT PLAN GRA 14+00 TO GRA 19+00 NOVEMBER 2021 1�1 $HE£TM OF aos xx T-4214106 R-4214406 WIRING SCHEDULE RUN NO. QCONDUIT SIZE CONDUCTORS REMARKS 1 3"PVC 1-48SMFO CONSTRUCTION NOTES O4 INSTALL SMALL CABLE VAULT PER WSDOT STANDARD PLAN J-90.21.02. OS TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. 23 COIL SLACK FIBER IN THE VAULT ACCORDING TO QUANTITIES SHOWN IN THE FIBER ROUTE SCHEMATIC ON DRAWING 112.01-112.02. 1 5 a s 192305-9070 \ 1 s O r — — _ _ 0 4 23 k 192305-9070 \ O P ©MWEL L J P P _- O P P H P W LJ Cn T �� W W W W LaJ T T T W W W W W T Li T N WLJ OIL]OHP W I OHP OMP \ p � 00 WAY _ - - _ 24\V23+0 -_ OHP 20v 21.022+00 _ O oHP HP HP\ - I (GRA-LINE) OH - ~ + OHP Q �\ OHP —a \\ OHPP� � N OHP� HFr— CO OHp OHP \ ❑ LLJ \ Z SD OHP OHP \OA?p 0 as as P as as as — as W P p J OHP ohA NA P Q Q OHP \ P < oMP Okyp OhA HA A \ Oyp OhA\192305-9023 °N °hA \ °hA ohA NA N\\ONA 0' 20' 49 SCALE: 1"=20' DESIGNED. WPRMD: DAM 60% SUBMITTAL ' METRO TRANSIT CAPITAL DIVISION NOVEMBER 2021 G p4W"po MARS PENS RAPIDRIDE I LINE Jacobs m" �, X.LIII `NH, �' DRAWN: �F`"°a� L9 King County � CHECKED: PRQIECTND: DRPWING NO'. p METRO RENTON SEGMENT concord "F`9s'ONAL � CHECKM CONCR 18 RA 19+ 0 TO GR PLAN 111.07 n". a=;rr:�N sr aPPo DATE `°""` � `"E`Km: `DNTFADTNO. GRA 19+00 TO GRA 24+00 G"EET"°' °` E N G I N E E R I N G „lm^ll,.11,.1IlIn,.,«e 407 xxxx T-4214107 R-4214407 0 WIRING SCHEDULE RUN NO. QCONDUIT SIZE CONDUCTORS REMARKS 1 3"PVC 1-48SMFO 2 3"PVC 2-12SMF0" "REINSTALL 3 3" PVC SDOT 1-288SMF0" "REINSTALL BY SEATTLE IT 4 EX. 2" SOOT 1-288SMF0"" "REMOVE EX. 1-288CT AND REINSTALL BY SEATTLE IT GENERALNOTES 1. SEE SIGNAL PLANS ITS1.06 FOR ADDITIONAL WORK AT THE INTERSECTION. CONSTRUCTION NOTES OREMOVE EXISTING SMALL CABLE VAULT. O3 INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. 4O INSTALL SMALL CABLE VAULT PER WSDOT STANDARD PLAN J-90.21.02. rcTRENCH AND INSTALL x O CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. d o O INSTALL CONDUIT(S) TO EXISTING JUNCTION BOX. rc 13 CUT EXISTING 2-12CT FIBER LATERAL CABLES FROM EXISTING FIBER TRUNK. PULL BACK EXISTING LATERALS INTO SIGNAL CABINET FOR X REINSTALLATION. 17 BORE AND INSTALL CONDUIT, ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY CORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. �G I '^ Nn ° o� _ 22 SPLICE SLACK FIBERS ERS IN THE TO FIBER OPTIC SPLICE DIAGRAM 112.03-11 IN o COIL SLACK FIBERS IN THE VAULT ACCORDING TO QUANTITIES SHOWN IN i o'e `/ oZ Off THE FIBER ROUTE SCHEMATIC ON DRAWING 112.01-112.02. r / x N5 G 0 ° d � ssa 915460.0010 P T T T - T O 0� --- ---_-- — - ---- —T-- P P T1 No sa — _ _ — — — So4 �i J 5 - w >I W 4 �' 10+00 ' 11+00 TALBOT RD S 12+00 _ yr e 13+00LLI a I 2 o I 17 (TAL-B-LINE) Q Q _ 3 I (n o 25+27 3 i O o LEI e G G O V rc LL1 G G G G G O.2,rQ G G (n o G G 0 + ^- o s5D SD SD SD SD SD SD fig— GAG A ® m WN-_-W D G G G G G G G �\ a aG LLI Z o W G ' e Q ° W G— / J 13 -RELOCA: FED F�m W G IC SIGNAL A11jBI1�IIINjI1�11IIIT 1N1 T x O O _ P 3 J Q _ x � v I 2oz 1 4 � 11111111 O e -- P ° / g3 0 E>. ZI - -_ = 3 °� /Jz J J% 11 5 / / O oQS/ oe/ 192305-9023 20' 49 01 o S I o0 0 2 �� / SCALE: 1"=20' mi MATCH LINE GRA 24+00 — SEE SHEET 111.07 x 2 aF DESIGNED. WIPIR ID DATE: 60 o METRO TRANSIT CAPITAL DIVISION /o SUBMITTAL NOVEMBER 2021 PN aG M.POWERS P. RAPIDRIDE I LINE sixvmd Saco s°F.,DRAW _ ♦`��..--++�� ° �' LIU L9 King County CHECKED : aawEcrxD: RENTON SEGMENT DBnwmD NO boo.. A ^egece.2 °l{�p S.RJNHMAN EW588E18 METRO INTERCONNECT PLAN 111.08 AONp4 CHECKED: LIXIiMCTNJ'. SHFEi NO' OF w < n R-, WK rA BY aPPG DATE c o n co r '`'° ` GRA 24+00 TO TAL-B 14+00 u E ENGINEERING METRO PROJECT ENGINEER C)ODDGDXX 408 XXXX T-4214108 R-4214408 T-4214109 R-4214409 I WIRING SCHEDULE RUN NO. QCONDUITSIZE 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 SOOT 1-288SMF0** **REINSTALL BY SEATTLE IT \ 202305-9007 ��� •: AP ww S� — - P � T T — =S — SS SS o . GS SS sS � 1s+oo o 4 i 3 — G G / G OS G p5 M 7 60% SUBMITTAL R-JdK N BY I APPD I DATE juuu 01 "V' 1 17Z�. dH0 0 dH0 RdHd dHO H SQ -..,, anu� dH0� I CONSTRUCTION NOTES O3 INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. O5 TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. O7 INTERCEPT EXISTING CONDUIT AND EXTEND TO NEW JUNCTION BOX. 17 BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY BORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. o 2 —LJ M M M w — Ln LLJ +oo --3 TAL-B•LINE +U — - � o _ G — G a rN d G G G m I IJ S M W Z I -J O r T 1 dH0 < Ho IHO dH0 1 dH0 CIHO �j ., dH0 N d .Jacobs PO PG M. CRAM S PENGcV V O4 WA`SHI � MNWN: m`'Eryo�C�' CHECKED xxaEcrxD: ^EeIerS.RAHMPN 566E18eoncord (CoNmUYJA E N G I N E E R I N G METRO PROJECT ENGINEER CX%RRRRRX —dH0(27 —dH0 �dHO— �dE dH0 — d dNo�'HO � dL, L9 King County METRO 0' 20' 40' SCALE: 1"=20' DAM METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE NOVEMBER 2021 RENTON SEGMENT INTERCONNECT PLAN TAL-B 14+00 TO TAL-B 18+50 11� sxEE*xD Dr a10 xxxx T-4214110 R-4214410 do I I I dy0 , � \dyo 202305-9008 — — — I,r O 0y0 \ d W LLI 2 N w w w Ed Ed Ln 19+00 -- O Ul r-� 17 +00 , m --/ = 00 I HO 0 dHO W W W w f- — I — a I (IS as a5 as as 0� Ia dH0 Ho dHa dH0 dH0 ddHO'dD^— .Iun- SQ 33*00 LINE) I m N EXISTING TRAFFIC SIGNAL - L wN m _wow TRH U x I mBII� - E 60% SUBMITTAL �v\ 'aHO� 00 O 5 fi b p < No. REVISION BY APED DATE a I I, y R L p it _as as G I _ ss FAiW=/ �; I �I Ilil I �Illill� i I!Illllf - 0 0 irl as as qIs asp UO IE us -j 305,-9001 I \ a > ,. ®p Z io I', dHo�T�d. l� 1178 �q@ ELIO 44 O i. II Z W BENSON RD S F (TAL-B-LINE) 54+00 0 0 MISTING TRAFFIC SIGNAL c cn U) I CV (n .oacobs PN po M.RS G 0 wa °Hi Y DRAWN: hw 0 '$ z N X. LIU CHECKED: 9F A4]28 4p concord e9°10NAL G BR�NN SI ONpL 0 S RAHI): AENGINEERING METRO PROJECT ENGINEER AgM EW588E18 CaNmAci Na Cxxxxxxxx GENERALNOTES 1. SEE SIGNAL PLANS ITS1.07 FOR ADDITIONAL WORK AT THE INTERSECTION. CONSTRUCTION NOTES OREMOVE EXISTING SMALL CABLE VAULT. OINSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J40.10-04. 4O INSTALL SMALL CABLE VAULT PER WSDOT STANDARD PLAN J-90.21.02. OS TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CON DU IT TO AVOID UTILITIES. O7 INTERCEPT EXISTING CONDUIT AND EXTENDED TO NEW JUNCTION BOX. 17 BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY CORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. 19 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. 30 REPLACE EXISTING TRAFFIC SIGNAL CONTROLLER WITH NEW SEPAC M60 CONTROLLER. WIRING SCHEDULE RUN NO. zCONDUITSIZE X CONDUCTORS REMARKS 1 3" PVC WSDOT 1-12SMFO*,SDOT 1-288SMFO*' *REINSTALL, "REINSTALL BY SEATTLE IT 4" PVC SCOT 1-288SMFO** "REINSTALL BY SEATTLE IT 2 2"PVC WSDOT 1-12SMF0* 'REINSTALL 4"PVC SPARE EX. 4" SOOT 1-288SMFO** **REINSTALL BY SEATTLE IT 3 EX. 2" WSDOT 1-12SMF0' *REINSTALL EX. 4" 1 REMOVE EX.1-25R COPPER (CUT) kg King County METRO 0' 20' 40' SCALE: � METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT INTERCONNECT PLAN TAL-B 18+50 TO TAL-B 23+50 NOVEMBER 2021 SHEETND DE all xxxx T-4214111 R-4214411 N S S mS �E6 sR� o A 60% TO BE SUBMITTED AT A LATER DATE 60% SUBMITTAL JacobsPN Pp M. DRAWN RS P. ENG V O4 WA`SHI � DRAWN „F °a�LIU L9 King County � � CHECKED .RNHN PaaE6EI METRO Aconcord ^eyEcere°tip SECKED E00588E18 '9(ONAL @� CHECKED: LIXIiMCi NJ'. no. RSvlo'i0N BY APPD DATE E N G IN EERI N G METRO PROJECT ENGINEER CX%%%%%XX 00 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT INTERCONNECT PLAN CAR 42+50 TO CAR 47+50 0' 20' 40' SCALE: 1"=20' NOVEMBER 2021 111.17 1 412 XXXX T-4214112 R-4214412 N S 60% TO BE SUBMITTED AT A LATER DATE 60% SUBMITTAL �iaC.Obs PN Pp DM. RAWN RS P. ENG V O4 WA`SHI � DRAWN „F °a�LIU L9 King County � � CHECKED .RNHN PaaE6EI METRO Aconcord ^eyEcere°tip SECKED E00588E18 9(ONAL @� CHECKED: LIXIiMCi NJ'. no. RSvlo'i0N BY APPD DATE E N G IN EERI N G METRO PROJECT ENGINEER CX%%%%%XX METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT INTERCONNECT PLAN CAR 47+50 TO CAR 52+50 N 0' 20 40' SCALE: 1"=20' NOVEMBER 2021 111.18 1 413 XW T-4214113 R-4214413 N e ZBENSON DR 515) 54+10� N- z z x z 0 r x n n u o a o A x z mS �E6 sR� �o A g + M o � B � � I O i g MATCH LINE CAR 52+50 - SEE SHEET 111.18 60% TO BE SUBMITTED AT A LATER DATE 0 1+00 2+00 108TH AVE SE (SR Q (108TH-LI ) SD _. as Cs 0 u, qr as D n as 60% SUBMITTAL Jacobs PN Pp DM. RAWN RS P. ENG V O4 WA`SHI � DRAWN m`'Eryo�C�' CHECKED xxaEcrx°: Aconcord ^eyIONAL °°lie SECKED CoN77E18 9(O"AL @� CHECKED: LIXIiMCi IYJ RSvlo'i0N BY APPD DATE E N G IN EERI N G METRO PROJECT ENGINEER CX%%%%%XX 0' 20'40' SCALE: 1"=20' METRO TRANSIT CAPITAL DIVISION DATE E RAPIDRIDE I LINE NOVEMBER2021 King County METRO RENTON SEGMENT INURWIx°" TERCONNECT PLAN 111.19 CAR 52+50 TO 108TH 4+00 a1a xxxx T-4214114 R-4214414 N S S mB �E6 sR€� o A 60% SUBMITTAL JacobsPN Pp DM. RAWN RS P. ENG V O4 WA`SHI � DRAWN „F `"°a� LIU L9 King County CHECKED PaaE6ENo METRO Aconcord ^eyEcere°tip SECKED E00588E18 '9(GNAL @� CHECKED: LIXITMCTNJ'. no. RSvlo'i0N BY APPD DATE E N G IN EERI N G METRO PROJECT ENGINEER CX%%%%%XX n R %/ 14w1 • ■ xmp LLI z J U Q GENERAL NOTES 1. SEE SIGNAL PLANS 1TS1.10A FOR ADDITIONAL WORK AT THE INTERSECTION. CONSTRUCTION NOTES iO REMOVE EXISTING JUNCTION BOX OTRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. O INSTALL CONDUIT(S) TO EXISTING JUNCTION BOX. O8 SPLICE FIBER TO PRE -TERMINATED PIGTAIL IN THE EXISTING FIBER PATCH PANEL BY CORRESPONDING COLORINUMBER. 11 INSTALL SMALL OPEN BOTTOM CABLE VAULT PER DETAILS ON DRAWING 112.12. 15 INSTALL ONE Y PVC CONDUIT RISER ON EXISTING UTILITY POLE. SEE DETAILS ON DRAWING 112.14. SEE POLE SCHEDULE ON DRAWING 112.15 FOR HEIGHT OF RISER. 16 INSTALL NEW MESSENGER CABLE TO EXISTING UTILITY POLE AT HEIGHT SPECIFIED ON THE POLE SCHEDULE ON DRAWING 112.15. ATTACH NEW AERIAL FIBER OPTIC CABLE TO MESSENGER BY LASHING. SEE DETAILS ON DRAWING 112.14. 22 SPLICE FIBERS ACCORDING TO FIBER OPTIC SPLICE DIAGRAM 112.03-112.07. COIL SLACK FIBERS IN THE VAULT ACCORDING TO QUANTITIES SHOWN IN THE FIBER ROUTE SCHEMATIC ON DRAWING 112.01-112.02. 26 kRKS INTO VAULT 10VE DISCONNECT EXISTING 1-36CT SMFO FROM EXISTING TRAFFIC SIGNAL AND PULL BACK TO NEW SMALL CABLE VAULT THROUGH NEW CONDUIT FOR SPLICING. METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT INTERCONNECT PLAN 108TH 13+00 TO 108TH 18+00 T 0' 20' 40' SCALE: 1"=20' NOVEMBER 2021 111.21 1 415 XXXX T-4214115 R-4214415 T-4214116 R-4214416 T-4214117 R-4214417 N S u rm wT T H • t v Yam/ n ii t 2 U Q No WIRING SCHEDULE RUN NO. XQ CONDUIT SIZE CONDUCTORS REMARKS 1 AERIAL 1 -48 SMFO 2 3"PVC 1-12SMFO 3 31,PVC 2-48SMFO 60% SUBMITTAL JacobsPN Pp M.PGWERS P. ENG V O4 WA`SHI � MNWN: „F °a� L9 King County � $� x.uu .WM PaaE6EI METRO t�concord ^eyEcere°tip SRAHM: E00588E18 9(ONAL @� CHECKED: LIXITMCTNJ'. RSvlo'i0N BY APPD DATE E N G I N E E R I N G METRO PROJECT ENGINEER CX%%%%%XX GENERALNOTES 1. SEE SIGNAL PLANS 1TS1.12A FOR ADDITIONAL WORK AT THE INTERSECTION. CONSTRUCTION NOTES O3 INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN 140.10-04. OINSTALL SMALL CABLE VAULT PER WSDOT STANDARD PLAN J-90.21.02. O TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. OSPLICE FIBERS TO PRE -TERMINATED PIGTAIL IN THE NEW FIBER PATCH PANEL BY CORRESPONDING COLORINUMBER. 15 INSTALL ONE T PVC CONDUIT RISER ON EXISTING UTILITY POLE. SEE DETAILS ON DRAWING 112.14. SEE POLE SCHEDULE ON DRAWING 112.15 FOR HEIGHT OF RISER. 16 INSTALL NEW MESSENGER CABLE TO EXISTING UTILITY POLE AT HEIGHT SPECIFIED ON THE POLE SCHEDULE ON DRAWING 112.15. ATTACH NEW AERIAL FIBER OPTIC CABLE TO MESSENGER BY LASHING. SEE DETAILS ON DRAWING 112.14. 17 BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY CORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. 22 SPLICE FIBERS ACCORDING TO FIBER OPTIC SPLICE DIAGRAM 112.03-112.07. COIL SLACK FIBERS IN THE VAULT ACCORDING TO QUANTITIES SHOWN IN THE FIBER ROUTE SCHEMATIC ON DRAWING 112.01-112.02. r n w T H Al' W Yr METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT INTERCONNECT PLAN 108TH 28+00 TO 108TH 33+00 0' 20' 40' SCALE: 1"=20' NOVEMBER 2021 111.22 1 418 XXXX 1 T-4214118 R-4214418 T-4214119 R-4214419 T-4214120 R-4214420 T-4214121 R-4214421 N S I � �I I U = U N p — W N H W W -- 2 1n W W N I 000 0 -- ao 2 00 O W �tl Z J 701662EPLE k3160784 Q 60% SUBMITTAL RSN010N 662340-0111 322305-9059 — - - - - - - - - - - - - - - - - - M M M M M M M M-M- MOB M M M Sig Had tl31V 108TH AVE SE (SR 515) 49+00 50+0051+00 - - - - (108THLINE) BY I APPD I DATE DDO _ �— ONd OM .9 662340-0094 662340-0091 IlVd OWN rn o i6 4316031 166284 0 0 � o s rn � a o 0 DID N p O V G) f7 O OD WIRING SCHEDULE RUN NO. QCONDUIT SIZE CONDUCTORS REMARKS 1 AERIAL 1-48SMFO .Jacobs PO PG DRAWN M. S PENGcV m`'E � �M X. LIO CHECKED: PROJECTNO: ^ey Ec AL ti p S. RAHMPN E00588E18 concord 70 E N G IN EERI N G METRO PROJECT ENGINEER CXXXXXXXX R 7 n w T 0 0 N In 00 0 ¢W Z J S H cQ L L9 King County METRO CONSTRUCTION NOTES i6 INSTALL NEW MESSENGER CABLE TO EXISTING UTILITY POLE AT HEIGHT SPECIFIED ON THE POLE SCHEDULE ON DRAWING 112.15. ATTACH NEW AERIAL FIBER OPTIC CABLE TO MESSENGER BY LASHING. SEE DETAILS ON DRAWING 112.14. 24 INSTALL FIBER SNOWSHOES FOR CABLE SLACK STORAGE AS INDICATED ON THE FIBER ROUTE SCHEMATIC ON DRAWING 212.01-212.03. SEE DETAILS ON DRAWING 112.14. 0' 20' 40' SCALE: 1"=20' METRO TRANSIT CAPITAL DIVISION OATS RAPIDRIDE I LINE NOVEMBER 2021 RENTON SEGMENT DMWING NO. INTERCONNECT PLAN 111.22D 108TH 48+00 TO 108TH 52+00 5H��N OOF 422 XXXX T-4214122 R-4214422 N ST R T w T n t U Q 1 AERIAL 1-48SMFO CITY OF CITY OF RENTON KENT SEE VOLUME 2 SEE SHEET 211.01 CONSTRUCTION NOTES i6 INSTALL NEW MESSENGER CABLE TO EXISTING UTILITY POLE AT HEIGHT SPECIFIED ON THE POLE SCHEDULE ON DRAWING 112.15. ATTACH NEW AERIAL FIBER OPTIC CABLE TO MESSENGER BY LASHING. SEE DETAILS ON DRAWING 112.14. 60% SUBMITTAL Jacobs PN Pp DM. RAWN RS P. ENG V O4 WA`SHI � DRAWN „F `"°a� LIU L9 King County CHECKED .RNHNPN PaaE6ENo ^ METRO Aconcord ey Ec ere° tip S. RPHME00IXIiMCiNJ 588E18 9(ONAL @� CHECKED: L'. no. RSvlo'i0N BY APPD DATE E N G IN EERI N G METRO PROJECT ENGINEER CX%%%%%XX METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT INTERCONNECT PLAN 108TH 52+00 TO 108TH 57+00 0' 20' 40' SCALE: 1"=20' NOVEMBER 2021 111.23 1 425 XXXX T-4214123 R-4214423 E 59 120 T-4214124 R-4214424 E 59 120 T-4214125 R-4214425 s mS E R2 1 No 00 S 2ND ST GENERAL NOTES 1. SEE DRAWING 112.02 FOR FIBER PATCHING. 2. FULL TUBE SPLICES$HALL SPLICE FIBERS TO MATCHING INTERNAL COLORSINUMBERS. 60% SUBMITTAL R-,WK N BY I APPD I DATE 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) LOCATION S2ND ST S 2ND ST & MORRIS AVE S INTERSECTION ON PN PG MPGERS PENGcV V 0 WA`SHI DRAWN „X.LIII F °a� King County � ��, CHECKED`"� �� METRO 447 �� concord ^ey Ec AL tip C RAHMPN E00588E18 9(ONAL @� CHECKED: LIXITMCTNJ'. E N G I N E E R I N G METRO PROJECT ENGINEER CX%RRRRRX METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT FIBER OPTIC SPLICE DIAGRAM NOVEMBER 2021 11� SHEETM OF azs xxxx T-4214126 R-4214426 3 s m� 59 120 T-4214127 R-4214427 s mB E R2 1 EX.12CT DROP CABLE TO N UPPER COMPARTMENT OF DDP CABINET S3 I I I I I I 1 1 I 1 I I I I I I I I I I I I EX.12CT DROP CABLE TO LOWER COMPARTMENT OF DDP CABINET �I I 1 BLUE w m zwIUD o�mm3rcm 3�= i LYi w w 0 mo�mN3smiorca M O < a m 1 2 3 4 5 6 BLUE ORANGE GREEN BROWN SLATE WHITE 2 ORANGE 3 GREEN 4 BROWN 5 SLATE 6 WHITE 7 RED 7 RED 8 BLACK 8 BLACK 9 YELLOW 9 YELLOW 10 VIOLET 10 VIOLET 11 ROSE 11 ROSE 12 AOUA 12 AQUA 37 BLUE 37 BLUE 38 ORANGE 38 ORANGE 39 GREEN 39 GREEN 40 BROWN 40 BROWN 41 SLATE 41 SLATE 42 WHITE 42 WHITE 43 RED 43 RED 44 BLACK 44 45 46 47 48 BLACK YELLOW VIOLET ROSE AOUA 45 YELLOW 46 VIOLET 47 ROSE 46 AQUA 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I 1 I I 1 I LEGEND EXISTING FIBER NEW FIBER • EXISTING SPLICE • NEW SPLICE FULL TUBE SPLICE (SPLICE EACH STRAND TO THE CORRESPONDING COLOR) S GRADY WAY EX.48 SMFO I I 48 SMFO S GRADY WAY I I I I I n ATI(1N1 No GENERAL NOTES 1. SEE DRAWING 112.02 FOR FIBER PATCHING. 2. FULL TUBE SPLICES$HALL SPLICE FIBERS TO MATCHING INTERNAL COLORSINUMBERS. 60% SUBMITTAL R-,WK N BY I APPD I DATE .Jacobs PN pG XLIU V 0 WA`45't A' DRAWN m`'Eryo�CX' � � m X. Llll cxEcxeo: 9 44]28 4p concord FeW10NAL 4. SECKED 9QIST @� S. RNHNAN E N G I N E E R I N G METRO PROJECT ENGINEER P. ENG L9 King County METRO xxaE6Exo E00588E18 S GRADY WAY & LAKE AVE S INTERSECTION METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT FIBER OPTIC SPLICE DIAGRAM NOVEMBER 2021 112.05 1 428 XXXX T-4214128 R-4214428 EX.12CT DROP CABLE TO N UPPER COMPARTMENT OF DDP CABINET S GRADY WAY GENERAL NOTES 1. SEE DRAWING 112.02 FOR FIBER PATCHING. 2. FULL TUBE SPLICES$HALL SPLICE FIBERS TO MATCHING INTERNAL COLORSINUMBERS. EX. 12CT DROP CABLE TO LOWER COMPARTMENT OF DDP CABINET LEGEND EXISTING FIBER NEW FIBER • EXISTING SPLICE • NEW SPLICE GRADY WAY LOCATION S GRADY WAY & SHATTUCK AVE S INTERSECTION o METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL ' ONOVEMBER 2021 vaCO S Pao MPGWERS PENG RAPIDRIDE I LINE V 4 N AW`gSt �• DRAWN: LIU King County CHECKED aawEcrNo: RENTON SEGMENT DRAWING NO ALconcord '°eEST SRARMAN E00588E18 METRO FIBER OPTIC SPLICE DIAGRAM 112.06 N o. R-, WK N BY AFRO DATE IONAL �' CHECKED: CONTucr"0. SHE£TNO of E N G I N E E R I N G METRO PROJECT ENGINEER CX%RRRRRX 429 XXXX T-4214129 R-4214429 s mB E sR0 S GRADY WAY EX.12CT DROP EX.12CT DROP CABLE TO CABLE TO UPPER LOWER COMPARTMENT COMPARTMENT OF DDP CABINET OF DDP CABINET 1 1 1 1 1 1 1 1 I I I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I ■ I GENERAL NOTES 1. SEE DRAWING 112.02 FOR FIBER PATCHING. 2. FULL TUBE SPLICES$HALL SPLICE FIBERS TO MATCHING INTERNAL COLORSINUMBERS. LEGEND EXISTING FIBER NEW FIBER • EXISTING SPLICE • NEW SPLICE LOCATION S GRADY WAY & TALBOT RD S INTERSECTION o METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL ' ONOVEMBER 2021 vaCO S Pao MPGWERS PENG RAPIDRIDE I LINE V 4 N AW`gSt �• DRAWN: LIU King County CHECKED aawEcrNo: RENTON SEGMENT URPWINE NO ALconcord '°eEST SRARMAN E00588E18 METRO FIBER OPTIC SPLICE DIAGRAM 112.07 N o. RE'dGION BY APPD DATE IONAC �' CHECKED: CCNCu w SHEETNO: OF E N G I N E E R I N G METRO PROJECT ENGINEER CX%RRRRRX 430 XXXX T-4214130 R-4214430 E 59 120 T-4214131 R-4214431 E 59 120 T-4214132 R-4214432 m• 12CT DROP CABLE TO TRAFFIC SIGNAL CABINET 1 � 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I LLl w Z W 2� F H U OJ w w 6 1 1 m wa=w Dowoo'o moc�mm3mm>orc¢ 1 1 1 1 1 1 1 1 BLUE 1 BLUE 1 N E E tNGEEN Ml K OW ET E A 1 1 , I �F76L4lE I 108TH AVE SE EX. 36 SMFO ORANCIF GREEN 1 J 1 I I Nc GENERALNOTES 1. SEE DRAWING 112.02 FOR FIBER PATCHING. 2. FULL TUBE SPLICES $HALL SPLICE FIBERS TO MATCHING INTERNAL COLORSINUMBERS. 60% SUBMITTAL REVISION BY I APED I DATE .Oacobs PN Po mPGwERs V Of wA SN! DRAWN: <$44' A'p t0 cxEcxED: o 44728 0 BRAHI p concord esgEC19TE�Ol CHECKED MN SI ONpL : E N G I N E E R I N G METRO PROJECT ENGINEER 108TH AVE SE P. ENG kg ty King Coun METRO `aaE6END E00588E18 �Rf11I#� LEGEND EXISTING FIBER NEW FIBER EXISTING SPLICE • NEW SPLICE FULL TUBE SPLICE (SPLICE EACH STRAND TO THE CORRESPONDING COLOR) I r)rATIr)KI 108TH AVE SE & SE 180TH ST INTERSECTION METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT FIBER OPTIC SPLICE DIAGRAM NOVEMBER 2021 SHEETNO OF 433 XXXX T-4214133 R-4214433 s mB E R2 1 No Cn 108TH AVE SE GENERAL NOTES 1. SEE DRAWING 112.02 FOR FIBER PATCHING. 2. FULL TUBE SPLICES$HALL SPLICE FIBERS TO MATCHING INTERNAL COLORSINUMBERS. 60% SUBMITTAL R-,WK N BY I APPD I DATE 12CT DROP CABLE TO TRAFFIC SIGNAL CABINET 108TH AVE SE ON PN PG MPGERS PENGcV V 0 WA`SHI DRAWN „X.LIII F °a� King County � ��, CHECKED`"� �� METRO 447 �� concord ^ey Ec AL tip C RAHMPN E00588E18 9(ONAL @� CHECKED: LIXITMCTNJ'. E N G I N E E R I N G METRO PROJECT ENGINEER CX%RRRRRX LEGEND EXISTING FIBER NEW FIBER • EXISTING SPLICE • NEW SPLICE FULL TUBE SPLICE (SPLICE EACH STRAND TO THE CORRESPONDING COLOR) LOCATION 108TH AVE SE & SE 186TH ST INTERSECTION METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT FIBER OPTIC SPLICE DIAGRAM NOVEMBER 2021 11� SHEETM OF a�n xxxx T-4214134 R-4214434 t -4 -I V4' DOORS O.D. -07 CLEAROPENIN BOLT DOWN LOCKING (2)-XNO HEX BOLTS /7777/T/7—/7-7 7/7-/ 7777-/T/7777/-7-/7--/ 77 z o z 0 0 z o x A o LC LL/L11 L1 /1/1/ LL /1/1! LC L1 /1/1! L1 / No. 25P GALVANIZE DIAMOND PLATE DOORS W/LOCKING BOLTS PLAN VIEW TRIM EXISTING CONDUIT TO WITHIN 2"OF EXISTING JUNCTION BOX TRIM EXISTING CONDUIT TO WITHIN 2"OF BOTTOM AND/OR SIDE OF NEW 25-TA VAULT AND BOTTOM ANDIOR SIDE OF NEW 25-TA VAULT INSTALL BELL END TO TRIMMED CONDUIT �\ /� AND INSTALL BELL END TO TRIMMED CONDUIT %'0 INSERT WMEX BOLT lr'O LIFT HOLE (2 EACH SIDE) (1 EACH SIDE) FIELD GROUT 3y"ADJUSTMENT 1—r-------------� iYz"—-----------I— ------------� a z'a" N I !J�'x70'BLOCKOUT TV l s j� (1 EACH END) p 4'-0" LONG GALVANIZED "C' CHANNEL Y � (1 EACH SIDE)" J F. G ' 2 2" W FULL LENGTH 10' WIDE KNOCKOUT IN FLOOR FOR INTERCEPTS /^ O� '---'BY] SECTION A -A END VIEW 25-TA COMMUNICATION VAULT DETAIL �1 SCALE: NTS s mE 60% SUBMITTAL DESMxED WPRo�D M- Jacobs �Fc PN PG MPGWERS PENG V WA q W Fg4O4 `QSIO� MNWN: oho $m �µ� CHECKED xxaEcrxD: po x 0 eE4472a p1Yp S. RAHMAN E00588E18 QIST CONAL CHECKED: LIXITMCTIYJ w H N BY RD DATE concord pX E E N G I N E E R I N G METRO PROJECT ENGINEER CX%%%RRXX GREATER BEND RADIUS DEPTH VARIES 011oo`I S>� 10_ ♦' ♦ �q. 1;.�f .� �-. 2-TA vAJLT CONDUIT FOR FIBER WITH 48" OR GREATER BEND RADIUS - DEPTH VARIES JUNCTION BOX CONVERSION TO BOTTOMLESS 25-TA VAULT DETAIL �21 SCALE: NTS L9 King County METRO METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT COMMUNICATION VAULT DETAILS NOVEMBER 2021 �1'1 il.TNOF 435 XXX T-4214135 R-4214435 s mB E R2 1 No REMOVE EXISTING JUNCTION BOX AS CALLED OUT IN PLANS REPLACE WITH NEW JUNCTION BOX OR VAULT AS CALLED OUT IN THE PLANS MODIFY NEW OR EMPTY CONDUIT TO HAVE 48' OR GREATER BEND RADIUS FOR FIBER. REPLACEMENT AND RECONFIGURATION DETAIL SCALE: NTS INCIDENTAL VEHICLE TRAFFIC PAVED AREA 42" (TYP) 3" (TYP) 211(ryp) VARIES 2„(7YP) 2" MIN .4L (TYP) I I r2" MAX 48" OR GREATER BEND RADIUS NEW OR EMPTY CONDUIT FOR FIBER TYPE 8 JUNCTION BOX INSTALLATION DETAIL �31 SCALE: NTS 60% SUBMITTAL R-,WK N BY I APPD I DATE KI NOMINAL 6" CSTC ON PN pG M.RS V 0 WA`45't A' DRAWN Eryo�C2' � X. Llll cxEcxeo: 9 44728 4p concord FeW10NAL 4. SECKED 901ST @� S. RNHNAN ALA E N G IN EERI N G METRO PROJECT ENGINEER INCIDENTAL VEHICLE TRAFFIC PAVED AREA 33"(TYP) 2" (TYP) VARIES 2" MIN 2"(TYP) (TYP) 48" OR GREATER BEND RADIUS NEW OR EMPTY CONDUIT FOR FIBER TYPE 2 JUNCTION BOX INSTALLATION DETAIL �21 SCALE: NTS I,C7TIikIII 6"CSTC NOTES 1. DIMENSIONS SHOWN ARE NOMINAL. EXACT DIMENSIONS MAY VARY AMONG DIFFERENT MANUFACTURERS. 2. THE MINIMUM THICKNESS OF LIDS SHALL BE Y8" THICK STEEL FOR TYPE I AND TYPE 2 BOXES ANDY" THICK STEEL FOR TYPE 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 Ys" 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. AY40 NC XY4' 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 450 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. P. ENG L9 King County METRO xxaE6Exo E00588E18 �333333.X METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT JUNCTION BOX DETAILS NOVEMBER 2021 112.13 I 436 XXXX T-4214136 R-4214436 s mB E R2 1 No STANDOFF BRACKET (WITH THROUGH BOLT) (TYP.) EXISTING WOOD — UTILITY POLE ADJUSTABLE DEADEND CLEVIS ASSEMBLY FOR GUYING RUBBER CAP 2" CONDUIT RISER COUPLING (TYP.) A 24" OR GREATER BEND RADIUS RISER DETAIL �1 SCALE: NTS NOTES 1. BRACKET RADIUS SHALL BE LARGER THAN CABLE MANUFACTURERS MINIMUM BEND RADIUS FOR LONG ERM STORAGE OF LARGEST CABLE DIAMETER, 2. ALL FIBER TRUNK CABLE SHALL BE DOUBLE LASHED. DROP CABLE MAY BE SINGLE LASHED. 60% SUBMITTAL R-,WK N BY I APPD I DATE CABLE STORAGE RACK (WHERE REQUIRED) (SEE DETAIL BELOW) EXISTING UTILIT POLE GROUND TO JUNCTION BOX OR CONTROLLER CABINET ALUMINUM TYPICAL STRAND STORAGE FOR FIBER OPTIC CABLES DETAIL SCALE: NITS LASHING WIRE WITH ONE 3600 SPIRAL SPIRAL AL OT PER FOOT ISECOUNTERCLOCKWISE. AND ERCLOCKW SPIRAL PER FOOT COUNTERCLOCKWISE. FIBER OPTIC CABLES WITH OR WITHOUT OTHER CABLES TYPICAL CABLE LASHING DOUBLE LASHING DETAIL %41 SCALE: NT$ .Jacobs PN po M.R6 V 0 WA`45't A' DRAWN m`'Eryo�C2' � �� X. Llll cxEcxeo: 9 44728 µhp concord FP99(10NAO1Y S. L 01ST @� S.CHECKED: E N G IN EERI N G METRO PROJECT ENGINEER 3SENGER ILE FIBER OPTIC CABLE CABLE AERIAL SPLICE BRACKET AERIAL SLACK BRACKET DETAIL �31 SCALE: NTS EXISTING CONDUIT FIBER OPTIC INSTALLATION DETAIL r51 SCALE: NTS noon nGTI `rem c rnx m METRO TRANSIT CAPITAL DIVISION PE"G RAPIDRIDE I LINE King County RENTON SEGMENT xx�"CTNO EW566E18 METRO FIBER OPTIC INSTALLATION DETAILS CIXIiMCi NJ'. CXXXXXXXX NOVEMBER 2021 �11 BxETM or a3T xxx T-4214137 R-4214437 E 59 120 T-4214138 R-4214438 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# B, 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 x & GROUNDING CONNECTIONS SHALL REMAIN ACCESSIBLE FOR INSPECTION AND MAINTENANCE. a 9. IF THE FIXTURE MANUFACTURER HAS MADE PROVISIONS FOR THE ATTACHMENT OF A GROUND WIRE, A GREEN INSULATED WIRE OF THE 0 SAME SIZE SHALL RUN FROM THE FIXTURE TO THE GROUND LUG INSIDE THE POLE HANDHOLE. IF THE FIXTURE MANUFACTURER HAS A F I 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. CONSTRUCTION NOTES OINSTALL NEW STREET LIGHT POLE AND FOUNDATION WITH NEW LED FIXTURE PER CITY OF RENTON STANDARD PLAN 117.1. OINSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J40.10-04. OREPLACE EXISTING LUMINAIRE ON THE EXISTING POLE. (D REMOVE EXISTING STREET LIGHT POLE, FOUNDATION, BRACKET ARM, LUMINAIRE AND ASSOCIATED WIRING. (D INSTALL TYPE 8 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.30-04, OSERVICE CABINET. SEE SIGNAL DRAWINGS FOR DETAILS. OINSTALL NEW STREET LIGHT POLE AND FOUNDATION WITH STREET AND PEDESTRIAN COMBO LIGHT PER CITY OF RENTON STANDARD PLAN 117.1. OINSTALL PEDESTRIAN SCALE LUMINAIRE POLE AND FOUNDATION WITH NEW LED FIXTURE PER CITY OF RENTON STANDARD PLAN 117.2. OINSTALL NEW CONDUITS INTO EXISTING JUNCTION BOX. 10 SPLICE NEW LIGHTING CONDUCTORS WITH EXISTING LIGHTING CONDUCTORS IN EXISTING JUNCTION BOX. LEGEND: EXISTING NEW JB❑ ® 916111 P (D ROADWAY LUMINAIRE AND POLE PEDESTRIAN LUMINAIRE AND POLE JUNCTION BOX CONDUIT SERVICE CABINET LUMINAIRE POLE NUMBER ' METRO TRANSIT CAPITAL DIVISION � 60% SUBMITTAL �ti.E C XCHEN PENG RAPIDRIDE I LINE NovEMBERzoz1 � c�� DRAWN Jacobs: q g W. DING � King County CHECKED PRWECTN°, RENTON SEGMENT DRAWING NO °°E N �p METRO '^gss mg.EaE°°l�� X��NANG E00588E18 ILLUMINATION GENERAL NOTES, 1L1.N1 No. REvrION BY nPvo -ATE `a CHECKED `°N`RNGTN° CONSTRUCTION NOTES AND LEGEND NHUTN° °E METRO PROJECT ENGINEER C)JOOD)0( 439 XXXX T-4214139 R-4214439 e3 0 0 WIRING SCHEDULE CONDUIT WIRE SPAN OR EXISTING STREET PEDESTRIAN CONDUITSIZE CONDUCTORS LIGHTING LIGHTING GROUND NOTES 2" PVC 2/C#10 146 1 STUBOUT V FROM EDGE OF CONCRETE 2" PVC FOUNDATION, CAP FOR FUTURE USE 2" PVC 246 1-46 2 2"PVC SPARE 2" PVC 446 146 3 2"PVC I SPARE 2 U Q 60% SUBMITTAL vaC�bS �.-� �V,HE X. CHEN P. ENG Rof WASHH Gn� MWVMI � a King County q g ING CH CKE X.ZHAN' EM566EPROJECTNo: METRO 0 20100fi25 �4p .ass mfirfi�o ot2 X. ZHANG E00588E18 No. REv612A BY APP'D -ATE Togeu CHECKED CoxmNOTINO METRO PROJECT ENGINEER CXXXXXXXX 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 11-2.01 FOR WIRING SCHEMATICS. 4. SEE SHEET 11-2.05 FOR POLE SCHEDULES. CONSTRUCTION NOTES iO INSTALL NEW STREET LIGHT POLE AND FOUNDATION WITH NEW LED FIXTURE PER CITY OF RENTON STANDARD PLAN 117.1. OINSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. OREPLACE EXISTING LUMINAIRE ON EXISTING POLE. O4 REMOVE EXISTING STREET LIGHT POLE, FOUNDATION, BRACKET ARM, LUMINAIRE AND ASSOCIATED WIRING. N 0' 20' 40• SCALE:1"=20' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT LIGHTING PLAN GRA 10+00 TO GRA 14+00 NOVEMBER 2021 1 L1.05 1 440 X)= T-4214140 R-4214440 e3 0 0 U C F LL Lt V L L V LEI Z J 2 C7 WIRING SCHEDULE CONDUIT WIRE SPAN OR CONDUIT EXISTING STREET PEDESTRIAN A GROUND NOTES SIZE CONDUCTORS LIGHTING LIGHTING 2" PVC 2/C#10 146 1 STUBOUT 1' FROM EDGE OF CONCRETE 2" PVC FOUNDATION, CAP FOR FUTURE USE 2" PVC 446 1-#6 3 2"PVC SPARE 3" PVC 446 1-#6 5 3"PVC SPARE 2" PVC 2/C#10 2/G#10 1-#6 6 STUBOUT V FROM EDGE OF CONCRETE 2" PVC FOUNDATION, CAP FOR FUTURE USE 2" PVC 4-#6 446 1-#6 7 i i i o•ovr I I coeov 60% SUBMITTAL vaC�bS X. CHEN P. ENG Rof WASHH GA� MWVMI � aW. � King County q g CH CKE X.ZHAN' EM566EPROJECTNo: METRO 0 20100fi25 QNp .ass mfirfi�o ot2 X. ZHANG E00588E18 No. RE'dI51Gv BY APPD DATE +oAAt CHECKED CONTRACTNo. METRO PROJECT ENGINEER CXXXXXXXX NOTES 1. SEE SHEET 1UN1 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 11-2.05 FOR POLE SCHEDULES. 5. SEE SIGNAL DRAWINGS FOR LUMINAIRES ON SIGNAL MAST ARM POLES. CONSTRUCTION NOTES iO INSTALL NEW STREET LIGHT POLE AND FOUNDATION WITH NEW LED FIXTURE PER CITY OF RENTON STANDARD PLAN 117.1. OINSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. OREPLACE EXISTING LUMINAIRE ON THE EXISTING POLE. OREMOVE EXISTING STREET LIGHT POLE, FOUNDATION, BRACKET ARM, LUMINAIRE AND ASSOCIATED WIRING. ��--ALL TYPE B JUNCTION BOX PER WSDOT STANDARD PLAN J40.30-D4. VICE CABINET. SEE SIGNAL DRAWINGS FOR DETAILS. ALL NEW STREET LIGHT POLE AND FOUNDATION WITH STREET AND ESTRIAN COMBO LIGHT PER CITY OF RENTON STANDARD PLAN 117.1. '.E AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. TORE AREA DISTURBED BY CORING OPERATIONS BACK TO CONSTRUCTION CONDITION. N 0' 20' 49 SCALE: 1"=20' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT LIGHTING PLAN GRA 14+00 TO GRA 19+00 NOVEMBER 2021 1 L1.06 1 441 XXXX T-4214141 R-4214441 e3 0 x No WIRING SCHEDULE CONDUIT WIRE ZL SPAN OR CONDUIT SIZE EXISTING CONDUCTORS STREET LIGHTING PEDESTRIAN LIGHTING GROUND NOTES 4 2" PVC 2/C#10 146 2" PVC 2/C#10 2/C#10 146 6 2" PVC STUBOUT 1' FROM EDGE OF CONCRETE FOUNDATION, CAP FOR FUTURE USE 2" PVC 4-#6 446 146 7 21"PVC SPARE 6 2" PVC 246 246 146 2"PVC SPARE 2" PVC 446 1-#6 10 2"PVC I I SPARE 2" PVC 246 1 1-#6 11 2"PVCI ISPARE 15 7 o CO 8 2 _ o C O 6 i6 7 o g 2 17 7 7 J W- - -- - - o - --- --- -- _ i N W LLI 4 In _ 4 o DD 2D+DD S GRADY WAY + 21+00 22+00 °I (GRA-LINE) ry El _ ❑— — (.� Z ❑ J MWEL O �EX. ROW 60% SUBMITTAL Jacobs REvrioN By 1 4PPD I -ATE C METRO PROJECT ENGINEER 09 mr E00566E18 CCMFACTNO CX%%%RRX NOTES 1. SEE SHEET ILI.NI FOR STREET LIGHTING GENERAL NOTES. 2. SEE SIGNAL DRAWINGS FOR ADDITIONAL CONDUIT, AND WIRING AT THE INTERSECTIONS. 3. SEE SHEET 112.01 FOR WIRING SCHEMATICS. 4. SEE SHEET 112.05 FOR POLE SCHEDULES. CONSTRUCTION NOTES OINSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J40.10-04. OREPLACE EXISTING LUMINAIRE ON EXISTING POLE. OREMOVE EXISTING STREET LIGHT POLE, FOUNDATION, BRACKET ARM, LUMINAIRE AND ASSOCIATED WIRING. O7 INSTALL NEW STREET LIGHT POLE AND FOUNDATION WITH STREET AND PEDESTRIAN COMBO LIGHT PER CITY OF RENTON STANDARD PLAN 117.1. OINSTALL PEDESTRIAN SCALE LUMINAIRE POLE AND FOUNDATION WITH NEW LED FIXTURE PER CITY OF RENTON STANDARD PLAN 117.2. EX. ROW King County METRO 0' 20' 49 SCALE:1"=20' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT LIGHTING PLAN GRA 19+00 TO GRA 24+00 NOVEMBER 2021 11-1.07 SHHTN C£ 442 XXXX T-4214142 R-4214442 t � k EX. o o WE cwz ? W 95 WrZWFyN V w No O ri ern_; Fl�lll111=1 WIRING SCHEDULE CONDUIT WIRE SPAN OR CONDUITSIZE EXISTING CONDUCTORS STREET LIGHTING PEDESTRIAN LIGHTING GROUND NOTES 2" PVC 2/C#10 1-#6 1 2" PVC STUBOUT 1' FROM EDGE OF CONCRETE FOUNDATION, CAP FOR FUTURE USE 2" PVC 446 146 3 2"PVC SPARE 3" PVC 446 146 6 3"PVC SPARE 2" PVC 2/C#10 21C#10 146 6 2" PVC STUBOUT 1' FROM EDGE OF CONCRETE FOUNDATION, CAP FOR FUTURE USE 2" PVC 446 446 146 7 2"PVC SPARE 2" PVC 446 146 10 2"PVC SPARE 2" PVC 445 246 146 14 2"PVC SPARE 18 3" PVC 446 4-46 146 3-PVC SPARE 20 EX 1" 2-#6' 2/C#10 146 'REMOVE OINSTALL NEW STREET LIGHT POLE AND FOUNDATION WITH NEW LED FIXTURE PER CITY OF RENTON STANDARD PLAN 117.1. OINSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. OREPLACE EXISTING LUMINAIRE ON EXISTING POLE. OREMOVE EXISTING STREET LIGHT POLE, FOUNDATION, BRACKET ARM, LUMINAIRE AND ASSOCIATED WIRING. OINSTALL TYPE 8 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.30-04. OSERVICE CABINET. SEE SIGNAL DRAWINGS FOR DETAILS. OINSTALL NEW STREET LIGHT POLE AND FOUNDATION WITH STREET AND PEDESTRIAN COMBO LIGHT PER CITY OF RENTON STANDARD PLAN 117.1. OINSTALL NEW CONDUITS INTO EXISTING JUNCTION BOX. 6BOREAND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. 6 RESTORE AREA DISTURBED BY CORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. GIN IIIIIIIIIIIIIINwi 11+00 TALBOT - rr ri 1 EX ROW Nor ... a O®��I - �rl • E r SUBMITTAL , REv612A BY I APPD I DATE 2 / �l �g2305-gp23 >4 7 Is PYRE C DAWN PENOV Rof WAryHH Gn� MWVMI � a King County W.q g ING CH CKE X.ZHAD' EM566EPRWECTND: METRO 0 20100fi25 �4p CHECKED EODBBBEIB S9J OryAt �0 CHECKED CGIIFACTNO'. METRO PROJECT ENGINEER C)JOODORX NOTES 1. SEESHEETIL1.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. S. SEE SIGNAL DRAWINGS FOR LUMINAIRES ON SIGNAL MAST ARM POLES. 0' 20' 49 SCALE: 1"=20' METRO TRANSIT CAPITAL DIVISION DATE_ RAPIDRIDE I LINE NOVEMBER2021 RENTON SEGMENT DRAWING NO'. LIGHTING PLAN 11-1.08 GRA 24+00 TO TAL-B 14+00 fiHEI Or 443 XXXX T-4214143 R-4214443 e3 0 0 WIRING SCHEDULE CONDUIT WIRE SPAN OR CONDUITSIZE EXISTING CONDUCTORS STREET LIGHTING PEDESTRIAN LIGHTING GROUND NOTES 2" PVC 2I0#10 1-46 1 2" PVC STUBOUT 1' FROM EDGE OF CONCRETE FOUNDATION, CAP FOR FUTURE USE 2" PVC 246 1-#6 2 2"PVC SPARE 2" PVC 446 146 3 2"PVC SPARE 3" PVC 4-#6 146 5 3"PVC SPARE 20 I EX 1" 1 2-#6' 1 2I0#10 1-#6 'REMOVE 60% SUBMITTAL vaC�bS �.-� X. CHEN P. ENG Rof WesHH Gn� MWVMI � a King County q g CH CKE X.ZHAN' EM566EPROJECTNo:ING METRO 0 20100fi25 �4p .ass mfirfi�o ot2 X. ZHANG E00588E18 No. REv61pv BY APPD DATE logeu CHECKED CONTRACTNo. METRO PROJECT ENGINEER CXXXXXXXX O J NOTES 1. SEE SHEET iL1.N1 FOR STREET LIGHTING GENERAL NOTES. 2. SEE SIGNAL DRAWINGS FOR ADDITIONAL CONDUIT, AND WIRING AT THE INTERSECTIONS. 3. SEE SHEET 112.02 FOR WIRING SCHEMATICS. 4. SEE SHEET 112.05 FOR POLE SCHEDULES. CONSTRUCTION NOTES iO INSTALL NEW STREET LIGHT POLE AND FOUNDATION WITH NEW LED FIXTURE PER CITY OF RENTON STANDARD PLAN 117.1. OINSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. 0REMOVE EXISTING STREET LIGHT POLE, FOUNDATION, BRACKET ARM, LUMINAIRE AND ASSOCIATED WIRING. OINSTALL TYPE 8 JUNCTION BOX PER WSDOT STANDARD PLAN J40.30-04. OINSTALL NEW CONDUITS INTO EXISTING JUNCTION BOX. 13 BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY CORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. T 0' 20' 40' SCALE: 1"=20' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT LIGHTING PLAN TAL-B 14+00 TO TAL-B 18+50 NOVEMBER 2021 1 L1.09 444 XXXX T-4214144 R-4214444 e3 0 x WIRING SCHEDULE CONDUIT WIRE SPAN OR EXISTING STREET PEDESTRIAN CONDUIT SIZE CONDUCTORS LIGHTING LIGHTING GROUND NOTES 2" PVC 2/C#10 146 1 STUBOUT V FROM EDGE OF CONCRETE 2" PVC FOUNDATION, CAP FOR FUTURE USE 2" PVC 246 146 2 2"PVC SPARE 2" PVC 446 1-46 3 2"PVC SPARE W LJ 2 (n NOTES 1. SEE SHEET 11-1.141 FOR STREET LIGHTING GENERAL NOTES. 2. SEE SIGNAL DRAWINGS FOR ADDITIONAL CONDUIT, AND WIRING AT THE INTERSECTIONS. 3. SEE SHEET 11-2.01 FOR WIRING SCHEMATICS. 4. SEE SHEET 112.05 FOR POLE SCHEDULES. CONSTRUCTION NOTES iO INSTALL NEW STREET LIGHT POLE AND FOUNDATION WITH NEW LED FIXTURE PER Q CITY OF RENTON STANDARD PLAN 117.1. s O INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-00.10-04, O O REPLACE EXISTING LUMINAIRE ON EXISTING POLE. C/) DISTRIBUTION JUNCTION BOX. SEE SIGNAL DRAWINGS FOR DETAILS. 0' 20' 40' SCALE: 1"=20' ' METRO TRANSIT CAPITAL DIVISION W 60% SUBMITTAL Jacobs XCHEN PEND RAPIDRIDE I LINE NovEMBERzoz1 �c�� oRowN: q g W. DING kla King County NECKED PRWECTN°, RENTON SEGMENT DRAWING NO p METRO �.�aEq,°E�o td4` X. ZHANG E00558E18 LIGHTING PLAN 1L1.10 N°. Re ls;l BY APPD DATE ° CHECKED `°"°"`T"° TAL-B 18+50 TO TAL-B 23+50 NHEE'"°OF METRO PROJECT ENGINEER C)JOOD)0( 445 XXXX T-4214145 R-4214445 0 x r 33+00 I I I I I l / C� \ Ex. ROW J CO \ \� 0 000 7zzzoo-oolo — — D / 0 � o O O / L� 34+00 35+ 36+00 O o 4 I I I 1 I 60% SUBMITTAL No. I REvriov By 14PPD I -ATE Ex. ROW J 722200-0250 .;acobs 722200-0245 I I I I I I I I I I I I I I I I I I I I I I , BENSON DR S (SR 515) Col X. CHEN P. ENG Rof WAryHH Gn� N DRAW a King County q g CHW. CKE X.ZHAN' PH 566E18ING METRO 0 20100fi25 �4p ^g '+ems.caE° 12 CHECKED G CONTRNE18 S9J OryAt �0 CNECKEO' CGIIFACTNO'. METRO PROJECT ENGINEER CXXXXXXXX NOTES 1. NO WORK ON THIS SHEET. 0' 20• 49 SCALE:1"=20' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT LIGHTING PLAN TAL-B 33+00 TO TAL-B 38+00 NOVEMBER 2021 $XFEi NO 446 XXXX T-4214146 R-4214446 33+00 I I I I I l / C� \ Ex. ROW J CO \ \� 0 000 7zzzoo-oolo — — D / 0 � o O O / L� 34+00 35+ 36+00 O o 4 I I I 1 I 60% SUBMITTAL No. I REvriov By 14PPD I -ATE Ex. ROW J 722200-0250 .;acobs 722200-0245 I I I I I I I I I I I I I I I I I I I I I I , BENSON DR S (SR 515) Col X. CHEN P. ENG Rof WAryHH Gn� N DRAW a King County q g CHW. CKE X.ZHAN' PH 566E18ING METRO 0 20100fi25 �4p ^g '+ems.caE° 12 CHECKED G CONTRNE18 S9J OryAt �0 CNECKEO' CGIIFACTNO'. METRO PROJECT ENGINEER CXXXXXXXX NOTES 1. NO WORK ON THIS SHEET. 0' 20• 49 SCALE:1"=20' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT LIGHTING PLAN TAL-B 33+00 TO TAL-B 38+00 NOVEMBER 2021 $XFEi NO 446 XXXX T-4214146 R-4214446 e3 0 0 60% SUBMITTAL vaC0b5 k.... ��,HE X. CHEN P. ENG }Pv of Hcow W, DIN a � King County z w.owc XHECK`°' PN 566E18 METRO 0 2010Ofi25 Np X. ZHANG E0O558E18 �S'9)OryAL d`G CHECKED' CONTRACTING. No. REVISION BY APP�o GATE METRO PROJECT ENGINEER CXXXXXXXX NOTES 1. NO WORK ON THIS SHEET. 0' 20' 49 SCALE:1"=20' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT LIGHTING PLAN TAL-21 24+00 TO TAL-21 29+00 NOVEMBER 2021 1L1.12 447 XXXX T-4214147 R-4214447 T-4214148 R-4214448 855860-0035 os -ss— —ss — ss_ C 91 as as as — 71+OO TALBOT RD S (TAL-2I-LINE) 855860-0040 72+00 0 302305-9040 60% SUBMITTAL „y p No REVGIOv BY APPE -ATE WIRING SCHEDULE CONDUIT WIRE # SPAN OR CONDUIT SIZE EXISTING CONDUCTORS STREET LIGHTING PEDESTRIAN LIGHTING GROUND NOTES 2" PVC 21Cp10 146 1 2" PVC STUBOUT V FROM EDGE OF CONCRETE FOUNDATION, CAP FOR FUTURE USE 2" PVC 246 146 2 2"PVC SPARE 302305-9044 NOTES 1. SEE SHEET iL1.N1 FOR STREET LIGHTING GENERAL NOTES. 2. SEE STATION ELECTRICAL DRAWINGS FOR ADDITIONAL CONDUIT, AND WIRING DETAILS AT BUS STATION. 3. SEE SHEET 11-2.03 FOR WIRING SCHEMATICS. 4. SEE SHEET 112.05TO112.07 FOR POLE SCHEDULES. CONSTRUCTION NOTES iO INSTALL NEW STREET LIGHT POLE AND FOUNDATION WITH NEW LED FIXTURE PER CITY OF RENTON STANDARD PLAN 117.1. I I I I % O2 INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN JAO.10-04. I I I I I m O REPLACE EXISTING LUMINAIRE ON THE EXISTING POLE. I I I I I I I I 12 SERVICE CABINET. SEE 1 L2.08 FOR SERVICE PANEL DETAILS. I I I855860-0125 I 855860-0130 I I I 855860-0135 I `�' I I I II I I I I I I � I I 00 4ROW fn 0 g 73+0 74+00 75+00 76+00 N I 44 3 M = N I DO EX' ROW 302305-9109 I I I I I I I N I I I I I I I I �7 L 0' 20' 40' SCALE: 1"=20' DESicNED. APPRDNED: DATE: .Jacobs METRO TRANSIT CAPITAL DIVISION X. CHEN P. ENG RAPIDRIDE I LINE NOVEMBER 2021 �F of °Hi cow wutx+: � q g W. DING King County CHECKED: PRWECTND: RENTON SEGMENT DRINO. p METRO X. ZHANG E00588E18 LIGHTING PLAN 1L1.14 CHECKEDCONTRACTING TAL-21 71+00 TO TAL-21 76+00 snEETxD: OF METRO PROJECT ENGINEER C)JODNORX 449 XXXX T-4214149 R-4214449 NOTES Ei 0 x WIVV VI 1 1VVIRC # SPAN OR CONDUIT SIZE EXISTING CONDUCTORS STREET LIGHTING PEDESTRIAN LIGHTING GROUND NOTES 2" PVC m#10 186 1 2" PVC STUBOUT V FROM EDGE OF CONCRETE FOUNDATION, CAP FOR FUTURE USE 2" PVC 2416 146 2 2"PVC SPARE 4 2" PVC 2IC#10 146 2" PVC 24I6 146 2"PVC i SPARE 3' PVC 446 1416 12 3"PVC SPARE 2" PVC 246 4416 146 16 2"PVC SPARE 6a5�61Ap2o 60% SUBMITTAL vaC�bS X. CHEN P. ENG �R of 'RAryHH Gn� MWV4t1 � a King County q g CHW. CKE X.ZHAN' PH 566E18ING METRO 0 20100fi25 �4p CHECKED CONTRNE18 S`V10ryAL �0 CHECKED CGIIFACTNO'. R2vl;l'A BY APP'C DATE METRO PROJECT ENGINEER CXX%%%%%X 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. iO INSTALL NEW STREET LIGHT POLE AND FOUNDATION PER CITY OF RENTON STANDARD PLAN 117.1. OINSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J40.10-04. OREMOVE EXISTING STREET LIGHT POLE, FOUNDATION, BRACKET ARM, LUMINAIRE AND ASSOCIATED WIRING. OINSTALL TYPE 8 JUNCTION BOX PER WSDOT STANDARD PLAN J40.3D-04. OSERVICE CABINET. SEE SIGNAL DRAWINGS FOR DETAILS. O8 INSTALL PEDESTRIAN SCALE LUMINAIRE POLE AND FOUNDATION PER CITY OF RENTON STANDARD PLAN 117.2. 11 DISTRIBUTION JUNCTION BOX. SEE ELECTRICAL DRAWINGS FOR DETAILS. 12 SERVICE CABINET. SEE 11-2.08 FOR SERVICE PANEL DETAILS. 13 BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDE RESTORE AREA DISTURBED BY CORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. 0' 20' 40' SCALE: 1"=20' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT LIGHTING PLAN TAL-21 86+00 TO TAL-21 91+00 NOVEMBER 2021 1L1.15 450 XXXX T-4214150 R-4214450 E� 0 x Q 1 E os \ \ ` EX. ROW \ \ o a 9 EX. ROW 60% SUBMITTAL REvriov By 14PPD I -ATE .;acobs NOTES 1. NO WORK ON THIS SHEET. , / Z / ZS ' 5S g ' -- B SD SD D SO I � SE CARR RD s° 5+00 (CAR -LINE) _ SO SD SO SS SS SS SS SS SS SS LLl — _ Q in J J LU I I I S9 I I 9 I I DESIGNED'. APEROKED: X. CHEN P. ENG Rof 'RAryHH Gn� N DRAW a King County q g CHW. CKE X.ZHAD' PRD,ED.ND:ING METRO 0 20100fi25 �4p CHECKED CONTRAE00566CTING S9J OryAt �0 CHECKED CGIIFACTNO'. METRO PROJECT ENGINEER CXXXXXXXX 0' SCALE:1"=20' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT LIGHTING PLAN CAR 32+00 TO CAR 36+50 NOVEMBER 2021 1L1.16 451 XXXX T-4214151 R-4214451 r� 0 'S �YyN §Fp"Q No 60% TO BE SUBMITTED AT A LATER DATE 60% SUBMITTAL vaC�bS X. CHEN P. ENG �R of 'RAryHH Gn� MWVMI � a King County q g W. X.ZHACHECKED' PN 566E18ING METRO 0 20100fi25 �4p ^g '+emsTcaE° 12 CHECKED CONTRNE18 S9J OryAt �0 CHECKED CGIIFACTNO'. R2vl;l'A B APP'C DATE METRO PROJECT ENGINEER CXX%%%%%X 00 J 0' 20' 49 SCALE: 1"=20' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT LIGHTING PLAN CAR 42+50 TO CAR 47+50 NOVEMBER 2021 11-1.17 SHEETNO C£ 452 XXXX T-4214152 R-4214452 T-4214153 R-4214453 r� 0 MAIUn u,." 60% SUBMITTAL No REvrlov E 0 Y cn O IY F- LU 60% TO BE SUBMITTED AT A LATER DATE 0' 2 SCALE: 1"=20' .Jacobs P. METRO TRANSIT CAPITAL DIVISION �Q,1�E �. X. CHEDRAWNN P. ENG RAPIDRIDE I LINE q g King County W. DING W CHECKED PROJE°TN°: METRO RENTON SEGMENT �.� aEgg°Eo 124� X. ZHANG E00566E18 LIGHTING PLAN CHECKED CONTRNOTINO CAR 52+50 TO 108TH 4+00 METRO PROJECT ENGINEER CXXXXXXXX NOVEMBER 2021 11-1.19 SHEETIN aE 454 XXXX T-4214154 R-4214454 i 0 60% TO BE SUBMITTED AT A LATER DATE 60% SUBMITTAL 322305-9106� By 14PPE I -ATE .;acobs METRO PROJECT ENGINEER 09 mr E06566E18 CCMFACTNO CX%%%RRX King County METRO 0' 20' 40' SCALE: 1"=20' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT LIGHTING PLAN 108TH 13+00 TO 108TH 18+00 NOVEMBER 2021 11-1.21 SNFETNOC£ 455 XXXX T-4214155 R-4214455 T-4214156 R-4214456 322305-9035 c EX. ROW —�C 0 1108TH AVE SE (SR 51 0 N K EX. ROW WIRING SCHEDULE CONDUIT WIRE # SPAN OR CONDUIT SIZE EXISTING CONDUCTORS STREET LIGHTING PEDESTRIAN LIGHTING GROUND NOTES 4 2'PVC 210#10 1-#6 2'PVC 446 146 10 21Pvc SPARE 2' PVC 246 1416 11 TPVC SPARE a I I C o C/)' (V 0N0 a � LLJ U) O 0 v", I 11 0 3 S 11 os 10 4 8 74 dTo .a 2 M SPD —.. _ sue_ MM 0 M M M M 3 a SEE VOLUME2 _ o o O o FOR CITY OFF KENT FOR 0 3 0 IMPROVEMENTS + 55+00 O O 0 662340-0101 662340-0107 F I 0 z V 'S �YyN §Fp"Q No 60% SUBMITTAL REvriov By I nPPD I -ATE .;acobs 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 11-2.05 TO 11.2.07 FOR POLE SCHEDULES. CONSTRUCTION NOTES OINSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. 0INSTALL PEDESTRIAN SCALE LUMINAIRE POLE AND FOUNDATION PER CITY OF RENTON STANDARD PLAN 117.2. 11 DISTRIBUTION JUNCTION BOX. SEE ELECTRICAL DRAWINGS FOR DETAILS. 662340-01 ni M M 57+00 � 1 1 O d d d d Rof WAryHH Gn� a X. CHEN P. ENG DRAWN q g W. DING CHECKED vaaEcTxo: 0 20100fi25 �4p X. S9J OryAt �G CHECKED CHECKED CONTRNE18 CGIIFACTNO METRO PROJECT ENGINEER CXXXXXXXX I I o I a � I I I II II King County METRO C 0' 20' 40' SCALE:1"=20' METRO TRANSIT CAPITAL DIVISION DATE_ RAPIDRIDE I LINE NOVEMBER2021 RENTON SEGMENT DRAWING NO LIGHTING PLAN 1L1.23 108TH 52+00 TO 108TH 57+00 fiHEET"°' of 457 XXXX T-4214157 R-4214457 T-4214158 R-4214458 T-4214159 R-4214459 T-4214160 R-4214460 3 T-4214161 R-4214461 T-4214162 R-4214462 T-4214163 R-4214463 T-4214164 R-4214464 T-4214165 R-4214465 T-4214166 R-4214466 n 0 z a E3 Eli A is 0 �ysT AIT Z� S GRADY WAY -- D_ E- m H I Or.ATION MAP 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 ti20 SHELTER LIGHTS 20 2 1;28 SPACE 3 SPACE 4 SPACE 5 SPACE 6 GFCI 1 180 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 WIRING SCHEDULE RUN NO. X CONDUIT SIZE SHELTER LIGHTS TECH PYLON GROUND SERVICE PULLTAPE REMARKS 1 2" RGS METRO SERVICE 244 2" RGS METRO ELEC. #12-3TC 248 #8G 2 2" RGS METRO ELEC. 1 SPARE LABEL CONDUCTORS WITH "SHELTER 3 3/4" RGS METRO ELEC. #12-3TC LIGHTS" LABEL CONDUCTORS WITH'TECH 4 1" RGS METRO ELEC. 248 #BG PYLON" 5 1.5" PVC METRO ITS 1 SPARE 0 2"PVC METRO ITS 1 SPARE 60% SUBMITTAL TP Jacobs V�' o4'vggpi C,Y, 2 ~ 92 g ��concord Nc. REVISION BY APP'N DATE �fONAL ENGINEERING 248, #8G EXISTING PSE UNDERGROUND #12-3TC 2-#8, #8G ELECTRICAL WIRING SCHEMATIC PSEUNDERGROUND TRANSFORMER VAULT v EXISTING UNDERGROUND POWER �I 2-#4 L1 King County METRO PSESECONDARY JUNCTION BOX GENERAL NOTES 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, 3. SEE 1S1.09 FOR STATION PLANS AND AMENITIES DETAILS. CONSTRUCTION NOTES OTRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. OBORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY BORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. OPROVIDE 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. O4 PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J40.10-04. LABEL JUNCTION BOX "METRO". LEGEND 9 METRO ELECTRICAL SERVICE PEDESTAL 10 JUNCTION BOX TYPE 2 BURIED I CONCEALED CONDUIT METRO BUS SHELTER A METRO TECHNOLOGY PYLON 0' 10, 20' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE 1 LINE RENTON SEGMENT ELECTRICAL SITE PLAN ID# 59841 SCALE: 1"=10' dhPJ4A1.1411�004 DRAWNGNO 1E1.01 SHEETNO'. OF 467 Xxxx T-4214167 R-4214467 n 0 z a 5 5 A SERVICE PANEL LOCATION: TALBOT RD S & S GRADY WAY 1201240 V 1 PHASE 3 WIRE 22K AIC POWER SOURCE: PSE UNDERGROUND TRANSFORMER VAULT 200 AMP MAIN BREAKER NO. AMP. POLES KVA CIRCUIT DESCRIPTION N0. 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 D 10 11 12 CONTINUOUS LOAD: X.X TOTAL LOAD: X.X WIRING SCHEDULE RUN NO. AX CONDUIT SIZE SHELTER LIGHTS TECH PYLON GROUND SERVICE PULLTAPE REMARKS 1 2" PVC PSE SERVICE 3�i310 EXISTING PSE UNDERGROUND SEE SIGNAL PLAN 1TS1.06A SERVICE CABINET SEE LIGHTING 111.08 PSE UNDERGROUND TRANSFORMER VAULT 1TS1.O6A 3-83/0 TRAFFIC SIGNAL CABINET SERVICE WIRING SCHEMATIC GENERALNOTES 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, 3. SEE 1TSI.06 FOR SIGNAL PLANS AND DETAILS. CONSTRUCTION NOTES OTRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. OBORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY BORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. OPROVIDE 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. O4 PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J40.1D-04. LABEL JUNCTION BOX "METRO". LEGEND 9 METRO ELECTRICAL SERVICE PEDESTAL F 10 JUNCTION BOX TYPE 2 BURIED I CONCEALED CONDUIT METRO BUS SHELTER A METRO TECHNOLOGY PYLON SCALE: I"=10' 60% SUBMITTAL 7 W METRO TRANSIT CAPITAL NOVEMBER2021 Jacobs :D'�°c� DRAC EN PENG RAPIDRIDE 1 LINE = 9� g A KING L9 King County q CHECKED. PROJECT NO. RENTON SEGMENT OMWINGNO: concord %�19T � M.MGHGRAIN E00565I8 METRO ELECTRICAL SITE PLAN 1E1.01A Nc. REVISION BY APPD DATE o�nt CHECKED. CONTR TNo: S GRADY WAY & TALBOT RD S 9HEETNO'. OF E N G I N E E R I N G MFTRn PRniFr.T FNAINFFR YE468 XXXX T-4214168 R-4214468 n �/cb ZT S GRADY WAY 1n 0 D_ F-- m H LOCATION MAP 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 1 180 1 7 1 1/20 CONNECTED LOAD = (84+20+180) = 284 VA = 2.367 AMPS AVERAGE CONTINUOUS LOAD = ((94+20)*1.25+180) = 310 VA = 2.583 AMPS AVERAGE #12-3TC, 248,#8G #8G #12-3TC UINULKUKUUINU TRANSFORMER VAULT ELECTRICAL WIRING SCHEMATIC f3iJ PER PSE GENERALNOTES 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 PSESECONDARY UTILITIES AND/OR TREE ROOTS ARE PRESENT, JUNCTION BOX 3. SEE 1S1.10 FOR STATION PLANS AND AMENITIES DETAILS. PSE UNDERGROUND CONSTRUCTION NOTES TRANSFORMER VAULT OTRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. OBORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY BORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. OPROVIDE 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. O4 PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J40.10-04. LABEL JUNCTION BOX "METRO". U) 0 O m J WIRING SCHEDULE RUN NO. X CONDUIT SIZE SHELTER LIGHTS TECH PYLON GROUND SERVICE PULLTAPE REMARKS 1 2"RGS METRO SERVICE 244 2"RGSMETROELEC. #12-3TC 2-#8 48G 2 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-#S 48G 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 LEGEND Q METRO ELECTRICAL SERVICE PEDESTAL F 10 JUNCTION BOX TYPE 2 BURIED I CONCEALED CONDUIT METRO BUS SHELTER A METRO TECHNOLOGY PYLON 0' 10, 20' SCALE: 1' =10' 60% SUBMITTAL 7 W n..nv.. METRO TRANSIT CAPITAL DIVISION NovEMBER 2021 Jacobs :��°.�'�°c� DRAM EN PENG RAPIDRIDE 1 LINE 9� g A KING L9 King County q CHECKED. PROJECT NO: RENTON SEGMENT DMWNGNo: Aconcord %�19T � MECKED IN CONTYE0056&EI8 TN METRO ELECTRICAL SITE PLAN 1EOF Nc. REVISION BY ABED DATE orvnu cxecKEo. coNrNncr xo: ID#55936 sxEETxo. or E N G IN EER ING MFTxn PRniFCT FNAINFFR 469 XXXX T-4214169 R-4214469 n 0 z a 5 EJI E4 0 a Uj u z u 8 0 29 R 0 9 izm 3Wyy S3k ax= p LOCATION MAP r- OHP — pp ppT pT - p p P P - P SS SS SS SS G G G G o G T — ram STATION 59949 (OB) TIER 1 T G G G� N � N 9 G G G A PSE SERVICE POLE 412-3TC, 248, #8G _-_ ___ ___ __ PER PSE -� SEE LIGHTING PLAN 2-#8,#8G iL1.15 #12-3TC 244 PSE SECONDARY JUNCTION BOX ELECTRICAL WIRING SCHEMATIC METRO RAPIDRIDE SHELTER ---------/ _ �Imll Emr7 rM 2- EXISTING PSE 1S\ERVICE POLE ' 7 T T SF-- 55 Ss- MEN G G G 1 PSE SECONDARY METRO TECH PYLON 1 JUNCTION BOX 1 G c G G 4 1 G G G G G TALBOT RD S WIRING SCHEDULE RUN NO. AX CONDUITSIZE SHELTER LIGHTS TECH PYLON GROUND SERVICE PULL TAPE REMARKS 1 T RGS METRO SERVICE 244 2" RGS METRO ELEC. #12-3TC 248 #8G 2 2" RGS METRO ELEC. 1 SPARE 3 3/4' RGS METRO ELEC. #12-3TC LABEL CONDUCTORS WITH "SHELTER LIGHTS" 4 1"RGS METRO ELEC. 248 #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 60% SUBMITTAL TP Jacobs V�' o4'vggpi C$ 2F92 g ��concord Nc. REVISION BY APP'N DATE �fWVAL� ENGINEERING 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 1120 SHELTER LIGHTS 20 2 1120 SPACE 3 SPACE 4 SPACE 5 SPACE 6 GFCI 1 180 1 7 1 1120 CONNECTED LOAD = (84+20+180) = 284 VA = 2,367 AMPS AVERAGE CONTINUOUS LOAD = ((84+20)'1.25+180) = 310 VA = 2.583 AMPS AVERAGE L1 King County METRO GENERALNOTES 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, 3. SEE 1S1.19 FOR STATION PLANS AND AMENITIES DETAILS. CONSTRUCTION NOTES OTRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. OBORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY BORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. OPROVIDE 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. O4 PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J40.1D-04. LABEL JUNCTION BOX "METRO". LEGEND Q METRO ELECTRICAL SERVICE PEDESTAL F Q JUNCTION BOX TYPE 2 ----- BURIED I CONCEALED CONDUIT METRO BUS SHELTER A METRO TECHNOLOGY PYLON 0' 10, 20' SCALE: 1' =10' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE 1 LINE RENTON SEGMENT ELECTRICAL SITE PLAN ID# 59949 NOVEMBER 2021 1E1.03 SHEET NO OF 470 Xxxx T-4214170 R-4214470 A LOCATION MAP w w w 0 —T—T T T PSESECONDARY JUNCTION BOX 244 PER PSE Z. #123TC, 2-#8, #8G � PSE UNDERGROUND TRANSFORMER VAULT ELECTRICAL WIRING SCHEMATIC #12-3TC #BG LLJ U Q Z 0 � v LU Z TALBOT RD S LU w (TAL-B-LINE) J F- w -w IE w w w w w LU 4 \� 1 1 STATION 60361 (IB) 3 8 4 TIER 1 1Y\ o SD v - — — —r cn-=l 477-171V- — — — — — — T 717V SS SS� PEXISTNG PSE ,�1— —UNDERGROUND PSE SECONDARY 2 3 1 3 5 1 METRO TECH PYLONVAULFORMER I JUNCTION BOX METRO RAPIDRIDE SHELTER WIRING SCHEDULE RUN NO. ACONDUIT SIZE SHELTER LIGHTS TECH PYLON GROUND SERVICE PULL TAPE REMARKS 1 2" RGS METRO SERVICE 244 2" RGS METRO ELEC. #12JTC 248 #8G 2 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 60% SUBMITTAL Jacobs V�' o4Tvggpi C$ 2F92 g REVISION Aconcord BY APP'N DATE �fWVAL� ENGINEERING 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 1120 SHELTER LIGHTS 20 2 1120 SPACE 3 SPACE 4 SPACE 5 SPACE 6 GFCI 180 7 1 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 L1 King County METRO GENERALNOTES 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, 3. SEE 1S1.20 FOR STATION PLANS AND AMENITIES DETAILS. CONSTRUCTION NOTES OTRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. OBORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY BORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. OPROVIDE 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. O4 PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J40.1D-04. LABEL JUNCTION BOX "METRO". LEGEND Q METRO ELECTRICAL SERVICE PEDESTAL F Q JUNCTION BOX TYPE 2 ----- BURIED I CONCEALED CONDUIT METRO BUS SHELTER A METRO TECHNOLOGY PYLON 0' 10, 20' SCALE: 1' =10' METRO TRANSIT CAPITAL DIVISION DATE. RAPIDRIDE 1 LINE NOVEMBER 2021 RENTON SEGMENT DMWNGNO ELECTRICAL SITE PLAN 1E1.04 ID# 60361 MEETNO OF 471 XXXX T-4214171 R-4214471 A G G — SD G — sD SD ssss N 711 m sD 60% SUBMITTAL Nc I REVISION I BY I ABED I DATE 60% TO BE SUBMITTED AT A LATER DATE �v F Jacobs V�' o4'vggpi C$ concord�� ENGINEERING GENERALNOTES 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. CONSTRUCTION NOTES OTRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. OBORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY BORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. OPROVIDE 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. O4 PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J40.10-04. LABEL JUNCTION BOX "METRO". G G G G G SE CARR RD L1 King County METRO LEGEND 9 METRO ELECTRICAL SERVICE PEDESTAL F 10 JUNCTION BOX TYPE 2 BURIED I CONCEALED CONDUIT METRO BUS SHELTER A METRO TECHNOLOGY PYLON N 0' 10' 20' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE 1 LINE RENTON SEGMENT ELECTRICAL SITE PLAN ID# 59400 SCALE: 1"=10' dhPJ4A1.1411 '004 DRAWNGNO 1E1.05 SHEETNO'. OF 472 Xxxx T-4214172 R-4214472 x 60% TO BE SUBMITTED AT A LATER DATE s 51.00 SE CARR RD — - - - - — 82+00 0 (CAR -LINE) x o ae N zz G G G G G G G G z G G G SD M G M M G z G G a - SD z 0 IS SD rc SO sa SD SD sD_B� OMWEL >< p z � G E e z 0 z Uj x R 9 � G9e �E1260% SUBMITTAL KNIGUYE P. ENO P: m DRAM EN P. ENO Y d x y$"" uv v 'dC,j, oxAwx. � x �' ' L9 King County = m g A KING 8 z CHECKED ExwEaNO. METRO 28a q� ahoy AEIconcordM ECKED AIN CONTRE00566EI8 ~ cxecKEo. corvTxncT xoNc REVISION BY APPD DATE nx GINE FRING METRO PROJECT ENGINEER CKKKKKKXX GENERALNOTES 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. CONSTRUCTION NOTES OTRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. OBORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY BORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. OPROVIDE 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. O4 PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J40.10-04. LABEL JUNCTION BOX "METRO". LEGEND Q METRO ELECTRICAL SERVICE PEDESTAL F 10 JUNCTION BOX TYPE 2 --- BURIED I CONCEALED CONDUIT METRO BUS SHELTER A METRO TECHNOLOGY PYLON N 0' 10' 20' SCALE: 1' =10' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE 1 LINE RENTON SEGMENT ELECTRICAL SITE PLAN ID# 60320 NOVEMBER 2021 1E1.06 I 473 XXXX T-4214173 R-4214473 A Cn H O O 60% SUBMITTAL REVISION SS (IS 14+00 BY I ABED I DATE GENERALNOTES 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. 60% TO BE SUBMITTED AT A LATER DATE CONSTRUCTION NOTES OTRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. OBORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY BORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. OPROVIDE 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. O4 PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT 01 I STANDARD PLAN J40.10-04. LABEL JUNCTION BOX "METRO". 0 0 DraovoaisD 3 0 _M I M M M p M n! "ONOO SS SS SS S S SS SS SS SS OS OS SD SD SD SD SD 0 LEGEND 15+00 _ _ 08 HAVE (108TH-LINE) O METRO ELECTRICAL SERVICE PEDESTAL Q JUNCTION BOX TYPE 2 --- BURIED I CONCEALED CONDUIT METRO BUS SHELTER A METRO TECHNOLOGY PYLON Jacobs V�' o4'vggpi C$ concord�� ENGINEERING -4- 0' 10' 20' SCALE: 1' =10' DATE METRO TRANSIT CAPITAL DIVISION RAPIDRIDE 1 LINE NOVEMBER 2021 King County RENTON SEGMENT DRAWNGNO METRO ELECTRICAL SITE PLAN 1E1.07 ID# 57270 SEETNO OF 474 XXXX T-4214174 R-4214474 A r r G TO Y —W W W� G w Tn 0 60% TO BE SUBMITTED AT A LATER DATE llhlk4wz ONO3 15+00 — I — 108TH AVE SE dHO dH0 dH0 dHO GENERALNOTES 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. CONSTRUCTION NOTES OTRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. OBORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY BORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. OPROVIDE 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. O4 PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J40.10-04. LABEL JUNCTION BOX "METRO". LEGEND 9 METRO ELECTRICAL SERVICE PEDESTAL F Q JUNCTION BOX TYPE 2 ----- BURIED I CONCEALED CONDUIT METRO BUS SHELTER A METRO TECHNOLOGY PYLON -4- 0' 10' 20' SCALE: 1' =10' 7 Y P.. .. METRO TRANSIT CAPITAL DIVISION 60% SUBMITTAL NOVEMBER2021 .Jacobs :��°.�'°c� °���EN PENG RAPIDRIDE 1 LINE 9� g A KING L9 King County q CHECIQD. PROJECT NO. RENTON SEGMENT DHAunNCND: concord %�'BT � A.MGHGRAIN E00536EI8 METRO ELECTRICAL SITE PLAN 1E1.08 N[ REVISION BY APP'0 NATE ONpL CHECKED'. CONTM TNO: ID# p 290 SHEETNO'. OF E N G IN EER ING MFTRn NRniFCT FNAINFFR tf JI LJ 475 XXXX I —&"FL I &+ I / : a R-4214475 A 108TH AVE SE LOCATION MAP #12-3TC, 248,#813 IIZr' #12-3TC 248,#813 ELECTRICAL WIRING SCHEMATIC PSE SECONDARY JUNCTION BOX PER PSE PSE SERVICE POLE 3 108TH AVE SE ```'`'° 30+00 0 0 31+00 11 1 32+00 (108TH-LINE) 0 0 1 L�J J J J IL J L J J L STATION 57300ER 2 o I 1 1 TIER 2 7 1 1 1 4 SEE ITS PLAN G G G —ram— G G G 1 G 6 6 G 111.22 G G- 4 4 1 3 1 GS OS GS — M M M M M W W W W `{.' W W W _ _ naH _ _ �3v_ ��v _ odv _o�v ozv o�v o�v �v,' Oi N 3 5 1 PSE SECONDARY N Sy = METRO RAPIDRIDE JUNCTION BOX \ / SHELTER METRO TECH PYLON EXISTING PSE 00 SERVICE POLE w WIRING SCHEDULE RUN NO. Q CONDUIT SIZE SHELTER LIGHTS TECH TECH PYLO1 GROUND SERVICE PULLTAPE REMARKS 2" RGS METRO SERVICE 244 2" RGS METRO ELEC. #12-3TC 248 #813 2 2' RGS METRO ELEC. 1 SPARE 3 3/4" RGS METRO ELEC. #12-3TC LABEL CONDUCTORS WITH 'SHELTER LIGHTS" 4 1" RGS METRO ELEC. 248 #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 60% SUBMITTAL Jacobs V�' o4'vggpi C,7, 2 F~ 92 g ��concord Nc. REVISION BY APP'N DATE �fONAL ENGINEERING 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 L1 King County METRO GENERALNOTES 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, 3. SEE 1S1.27 FOR STATION PLANS AND AMENITIES DETAILS. CONSTRUCTION NOTES OTRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. OBORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY BORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. OPROVIDE 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. O4 PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J40.10-04. LABEL JUNCTION BOX "METRO". LEGEND 9 METRO ELECTRICAL SERVICE PEDESTAL F Q JUNCTION BOX TYPE 2 ----- BURIED I CONCEALED CONDUIT METRO BUS SHELTER A METRO TECHNOLOGY PYLON -4- 0' 10, 20' SCALE: 1' =10' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE 1 LINE RENTON SEGMENT ELECTRICAL SITE PLAN ID# 57300 NOVEMBER 2021 1E1.09 SHEETNO OF 476 XXXX T-4214176 R-4214476 A k 9 � Uj A2P A 2e $E12SU zed _� a ' 3�yy o�< N pax= 108TH AVE SE LOCATION MAP METRO TECH PYLON METRO RAPIDRIDE SHELTER 5 , — z— @_ 1 STATION 57260 (IB) TIER 2 PSE SECONDARY JUNCTION BOX 0 WIRING SCHEDULE RUN NO. CONDUIT SIZE SHELTER LIGHTS TECH TECH PYLON GROUND SERVICE PULL TAPE REMARKS 1 2" RGS METRO SERVICE 2-#4 2' RGS METRO ELEC. #12-3TC 248 #8G 2 2" RGS METRO ELEC. 1 SPARE 3 314" RGS METRO ELEC. #12-3TC LABEL CONDUCTORS WITH "SHELTER LIGHTS" 4 1" RGS METRO ELEC. 2-#8 #8G LABEL CONDUCTORS WITH'TECH PYLON' 5 1.5" PVC METRO ITS 1 SPARE 6 2" P VC METRO ITS 1 SPARE 7 PER PSE PER PSE #12-3TC, 248, #8G PSE SERVICE POLE PER PSE PSESECONDARY JUNCTION BOX 2-N, #8G #12-3TC 244 ELECTRICAL WIRING SCHEMATIC EXISTING PSE SERVICE POLE 31+00 1 11 SEE ITS PLAN 111.22 60% SUBMITTAL Jacobs V�' o4Tvggpi C$ 2 ~ 92 g REVISION Aconcord BY APP'N DATE �fWVAL� ENGINEERING J as as 108TH AVE SE 32+00 (108TH-LINE) 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 L1 King County METRO C() 2 00 DD W Cn GENERALNOTES 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, 3. SEE 1S1.28 FOR STATION PLANS AND AMENITIES DETAILS. CONSTRUCTION NOTES OTRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. OBORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY BORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. OPROVIDE 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. O4 PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J40.10-04. LABEL JUNCTION BOX "METRO". LEGEND 9 METRO ELECTRICAL SERVICE PEDESTAL F Q JUNCTION BOX TYPE 2 ----- BURIED I CONCEALED CONDUIT METRO BUS SHELTER A METRO TECHNOLOGY PYLON -4- 0' 10, 20' SCALE: 1' =10' METRO TRANSIT CAPITAL DIVISION DATE. RAPIDRIDE 1 LINE NOVEMBER 2021 RENTON SEGMENT DMWNGxo ELECTRICAL SITE PLAN 1E1.10 ID# 57260 MEETNOOF 47 XXXX T-4214177 R-4214477 A � g 9 � $EUj 12 SU Y BR zed _� a ' aX7 o p= Nc 30+00 PSE SERVICE POLE SEE SIGNAL PLAN 1TS1.12A 108TH AVE SE 91$7Lo1 SERVICE CABINET SEE LIGHTING PLAN 11.1.22 TRAFFIC SIGNAL CABINET SERVICE WIRING SCHEMATIC 60% SUBMITTAL REVISION BY I ABED I DATE SEE SIGNAL PLAN ITS1.12A WIRING SCHEDULE RUN NO. CONDUIT SIZE SHELTER LIGHTS TECH GROUND SERVICE PULL TAPE REMARKS PYLON 1 2" PVC PSE SERVICE 3-p310 EXISTING PSE SERVICE POLE 31+00 / / H NEW SIGNAL SERVICE CABINET, SEE SIGNAL i PLAN FOR DETAILS OD — — LL1 C/) R as as _ 108TH AVE SE 32+00 (108TH-LINE) SERVICE PANEL LOCATION: 108TH AVE BE AND SE 186TH ST 1201240 V 1 PHASE 3 WIRE 22K AIC POWER SOURCE: PSE SERVICE POLE 200 AMP MAIN BREAKER N0. 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 Jacobs V�' o4'vggpi C,7, concord�� ENGINEERING L1 King County METRO GENERALNOTES 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 ANDIOR TREE ROOTS ARE PRESENT, 3. SEE 1TSi.12 FOR SIGNAL PLANS AND DETAILS. CONSTRUCTION NOTES OTRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. OBORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY BORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. OPROVIDE 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. O4 PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J40.1D-04. LABEL JUNCTION BOX "METRO". LEGEND 9 METRO ELECTRICAL SERVICE PEDESTAL F Q JUNCTION BOX TYPE 2 ----- BURIED I CONCEALED CONDUIT METRO BUS SHELTER I A METRO TECHNOLOGY PYLON -4- 0' 10, 20' SCALE: 1' =10' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE 1 LINE RENTON SEGMENT ELECTRICAL SITE PLAN 108TH AVE SE & SE 186TH ST NOVEMBER 2021 1E1.10A SHEETNO OF 478 Xxxx T-4214178 R-4214478 A A2P Uj A 2e E12 UR aW zed =o a ' aX7 o p= Nc LOCATION MAP 108TH AVE SE PSE SERVICE POLE ELECTRICAL SERVICE SCHEMATIC 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 1120 SHELTER LIGHTS 20 2 1120 SPACE 3 SPACE 4 SPACE 5 SPACE 6 GFCI 180 7 1120 CONNECTED LOAD = (84+20+180) = 284 VA = 2.367 AMPS AVERAGE CONTINUOUS LOAD = ((84+20)`1.25+180) = 310 VA = 2.583 AMPS AVERAGE 60% SUBMITTAL REVISION BY I APP'D I DATE — — — — — — — — EXISTING PSE SERVICE POLE \M, CI PSESECONDARY JUNCTION BOX \ METRO RAPIDRIDE SHELTER v r� METRO TECH PYLON STATION 57310 (IB) TIER 108TH AVE SE R. ti Os P WIRING SCHEDULE RUN NO. SIZE SHELTER LIGHTS TECH GROUND SERVICE PULLTAPE REMARKS QCONDUIT PYLON 1 2" RGS METRO SERVICE 244 2" RGS METRO ELEC. #12-3TC 248 #BG 2 2' RGS METRO ELEC. 1 SPARE LABEL CONDUCTORS WITH 3 3/4" RGS METRO ELEC. #12-3TC "SHELTER LIGHTS" LABEL CONDUCTORS WITH "TECH 4 1" RGS METRO ELEC. 248 #8G PYLON" 5 1.5" PVC METRO ITS 1 SPARE 6 2" PVC METRO ITS 1 SPARE 7 PER PSE PER PSE Jacobs V`C' o4'vgg9! C� concord�� ENGINEERING I— U) Z CV LL fin L1 King County METRO GENERALNOTES 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, 3. SEE 1S1.29 FOR STATION PLANS AND AMENITIES DETAILS. CONSTRUCTION NOTES OTRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. OBORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY BORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. OPROVIDE 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. O4 PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J40.1D-04. LABEL JUNCTION BOX "METRO". LEGEND 9 METRO ELECTRICAL SERVICE PEDESTAL F Q JUNCTION BOX TYPE 2 ----- BURIED I CONCEALED CONDUIT METRO BUS SHELTER A METRO TECHNOLOGY PYLON -4- 0' 10, 20' SCALE: 1' =10' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE 1 LINE RENTON SEGMENT ELECTRICAL SITE PLAN ID# 57310 NOVEMBER 2021 1E1.11 SHEETNO OF 479 xxxx T-4214179 R-4214479 e a a s� o 0 �2 yj � zm 3Wyy S3 c_X7 pax= I ' 0 0 m O 0/ O i i S 2ND ST : — o u — $ 3 rP�F T � T as I � I U) ® L\LI N W O \ / M/ :n � U) O 0_ LL ' r' M M L.V 0 El WIRING SCHEDULE RUN NO. QCONDUITSIZE SHELTER LIGHTS TECH PYLON GROUND SERVICE PULLTAPE REMARKS 1 2" PVC PSE SERVICE 3-#310 SERVICE PANEL LOCATION: S 2ND ST AND MORRIS AVE S 1201240V 1PHASE 3 WIRE 22K AIC POWER SOURCE: PSE UNDERGROUND TRANSFORMER VAULT 200 AMP MAIN BREAKER NO. AMP. POLES KVA CIRCUIT DESCRIPTION N0. 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 60% SUBMITTAL TP Jacobs V�' o4'vggpi C$ 2F92 g ��concord Nc. REVISION BY APP'N DATE �fONAL ENGINEERING EXISTING PSE UNDERGROUND TRANSFORMER VAULT NEW SIGNAL SERVICE CABINET, SEE SIGNAL PLAN FOR DETAILS �eamo-ooas PSE UNDERGROUND TRANSFORMER VAULT 34310 TRAFFIC SIGNAL CABINET SEE SIGNAL PLAN SEE SIGNAL PLAN 1TS1.02B SERVICE CABINET SERVICE WIRING SCHEMATIC L1 King County METRO GENERALNOTES 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, 3. SEE 1TSi.02 FOR SIGNAL PLANS AND DETAILS. CONSTRUCTION NOTES OTRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. OBORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY BORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. OPROVIDE 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. O4 PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J40.1D-04. LABEL JUNCTION BOX "METRO". LEGEND Q METRO ELECTRICAL SERVICE PEDESTAL F Q JUNCTION BOX TYPE 2 ----- BURIED I CONCEALED CONDUIT METRO BUS SHELTER A METRO TECHNOLOGY PYLON N 0' 10, 20' SCALE: 1' =10' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE 1 LINE RENTON SEGMENT ELECTRICAL SITE PLAN S 2ND ST & MORRIS AVE S NOVEMBER 2021 1E1.12 MEFNO OF 480 Xxxx T-4214180 R-4214480 `o e � d 117 1 0 S 2No S � a 1 a � 3 SD C SD P p 3 Sp0 Sp T AM o \ oS co 2 EXISTING PSE / NEW SIGNAL SERVICE \ UNDERGROUND TRANSFORMER CABINET, SEE SIGNAL PLAN FOR DETAILS VAULT WIRING SCHEDULE RUN 11 QCONDUIT SIZE SHELTER LIGHTS TECH PYLON GROUND SERVICE PULLTAPE REMARKS 1 2" PVC PSE SERVICE 3-R3/0 SERVICE PANEL LOCATION: SHATTUCK AVE S AND S 2ND ST 120240 V 1 PHASE 3 WIRE 22KAIC 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 9 10 12 CONTINUOUS LOAD: xX TOTALLOAD: X.X 60% SUBMITTAL Jacobs V�' o4'vggpi C$ 2 ~ 92 g ��concord Nc. REVISION BY APP'O DATE �fWVAL� ENGINEERING SEE SIGNAL PLAN 1TS1.03A PSEUNDERGROUND TRANSFORMER VAULT TRAFFIC SIGNAL CABINET SEE SIGNAL PLAN ',�iTS1.03A SERVICE CABINET 4f'rXIN SERVICE WIRING SCHEMATIC L1 King County METRO GENERALNOTES 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, 3. SEE 1TSi.03 FOR SIGNAL PLANS AND DETAILS. CONSTRUCTION NOTES OTRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. OBORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY BORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. OPROVIDE 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. O4 PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J40.1D-04. LABEL JUNCTION BOX "METRO". LEGEND 0 METRO ELECTRICAL SERVICE PEDESTAL F Q JUNCTION BOX TYPE 2 --- BURIED I CONCEALED CONDUIT METRO BUS SHELTER A METRO TECHNOLOGY PYLON N 0' 10, 20' SCALE: 1' =10' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE 1 LINE RENTON SEGMENT ELECTRICAL SITE PLAN S 2ND ST & SHATTUCK AVE S NOVEMBER 2021 1E1.13 1 481 XXXX 1 T-4214181 R-4214481 H a HP -� EXISTING PSE UNDERGROUND TRANSFORMER ❑ VAULT 192305-9° 2 P C �1 OHP OHP OHP OHP 7—OHP OHP OHP 0 OHP OHP I OHP HP OHP OHP OH OHP OHP I d 0 HID ° U 1p I \I 1 ° OHP CHP n"P SO S GRADY WAY 1 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ a ■ ■-. WIRING SCHEDULE RUN NO. CONDUIT SIZE SHELTER LIGHTS TECH PYLON GROUND SERVICE PULLTAPE REMARKS 1 2" PVC PSE SERVICE 3-11310 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 TOTALLOAD: X.X S 60% SUBMITTAL TP Jacobs 14— V�' o4Tvggpi C$ 2F92 g ��concord Nc. REVISION BY APP'N DATE �fWVAL� ENGINEERING PSEUNDERGROUND TRANSFORMER VAULT SERVICE WIRING SCHEMATIC SERVICE CABINET SEE SIGNAL PLAN 1TS1.05 1TS1.05 TRAFFIC SIGNAL CABINET SEE LIGHTING 111.06 L9 King County METRO GENERALNOTES 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, 3. SEE 1TSi.05 FOR SIGNAL PLANS AND DETAILS. CONSTRUCTION NOTES OTRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. OBORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY BORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. OPROVIDE 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. Oq PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J40.10-04. LABEL JUNCTION BOX "METRO". LEGEND Q METRO ELECTRICAL SERVICE PEDESTAL F 10 JUNCTION BOX TYPE 2 BURIED I CONCEALED CONDUIT I METRO BUS SHELTER A METRO TECHNOLOGY PYLON N 0' 10' 20' SCALE: 1' =10' METRO TRANSIT CAPITAL DIVISION °ATE. RAPIDRIDE 1 LINE NOVEMBER2021 RENTON SEGMENT ELECTRICAL SITE PLAN S GRADY WAY & SHATTUCK AVE S 1E1.14 482 XXXX T-4214182 R-4214482 12" IN 0 2° 1„(TYP) WED( BOLT 11 I I II I III s �I II III \�\L \, �,\ , J °\ _ I \ \\ CONCRETE � i- 11 d � � 4it4 VERTICAL AND FOUNDATION \\ \�\ / / /a I '.`�" 344 HORIZONTAL (CLASS 3000) EBARS i1\\'X( SERVICE r ,,.�„ \LOAD CONDUIT J CONDUITS GROUND ROD 3/4" X 120" COPPER -CLAD WITH GROUND CLAMP. A SECOND GROUND ROD SHALL BE INSTALLED A MINIMUM OF 8'1 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. FRONT VIEW EDGE OF POWER PEDESTAL FOUNDATION 4� LINE LOAD DEAD FRONT 131111111111115 MIIII _ III eu SIDE VIEW GENERALNOTES 1. ANCHOR BOLT SPACING PROVIDED BY MANUFACTURER. 2. SERVICE ENTRANCE CONDUIT SHALL BE 21NCHES OR SMALLER AS REQUIRED BY SERVICE CONDUCTORS. 120 VAC 1 Q 2W POWER PEDESTAL I I I I MAIN 60A CINT #1 N;:F TECH PYLON CKT #2 SHELTER LIGHTING CKT #3 SHELTER LIGHTING (TIER 1 L STATION)/SPARE CKT#4 SPARE CKT#5 SPARE CINT#6 SPARE 20A I I CKT#7 GFCI I I I I N I I G ONE LINE DIAGRAM DETAIL SCALE: NITS POWER PEDESTAL DETAIL %11 SCALE: NITS of DESIGNED. PPPRONED: METRO TRANSIT CAPITAL DIVISION DATE: 60 /o SUBMITTAL ' NOVEMBER 2021 Jacobs (*A.°""""�PENG RAPIDRIDE I LINEKing County KINGcnRCKSD: PRascTxD: RENTON SEGMENT wuwwO Noconcord M.MONGRPIN E00588E18 METRO METRO POWER PEDESTAL 1E2.01 No. R[VrIOV By APPD -ATE CHECKED CONTRACTING DETAILS snEr:•xD: OF E N G I N E E R I N G METRO PROJECT ENGINEER CXXKRRKRX 483 XXXX T-4214183 R-4214483 CONDUIT SUPPORT. TYP 3/4" LFMC UP TO MAP FRAME 94 AWG COPPER BONDING JUMPER BONDED TO STRUCTURAL STEEL AND FOUNDATION REBAR, ROUTED TO GROUND ELECTRODE AT SERVICE CABINET Nc LFMC CONDUIT HUB 24V DC CONDUCTORS FOR MAP FRAME LIGHTING 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 DIN RAIL MOUNTED 120 V TERMINAL BLOCKS 3/4" LFMC UP TO JUNCTION BOX AT CANOPY LFMC UP TO PHOTOCELL 14"X 18"X4"NEMA 3R CANOPY LIGHTING POWER ENCLOSURE off 11 \-:=w RGS CONDUIT FROM SERVICE PEDESTAL 1.5" PVC CONDUIT FROM COMMUNICATIONS CABINET. STUBBED AND CAPPED ELECTRICAL POWER CONDUIT MUST BE CLOSEST TO WEBBING. SEE SHELTER FOUNDATION DETAILS FOR CONDUIT STUB ORIENTATION. SHELTER LIGHT POWER - ELEVATION DETAIL �11 SCALE: 1" = 1'-0" 60% SUBMITTAL REVISION BY I APED I DATE BONDING JUMPER EXOTHERMICALLY WELDED TO STRUCTURAL STEEL Jacobs ALAA concord ENGINEERING I� j . I I I , II III I' If 0 I I I II II `I 0-------� ii 0 z ii O Z — I II II \IR I if II 3 3 II 3 3 a a ' a a z�--pp=1 nu a II - 11 IIII ^ll II II 0 II IIII II II II II II II II 0 II II IIII II II 0 u u 1111 II > > II > > II II III I I1 a 11 0 II II ;Ill N N N N 0 II II hl' II II 0 ii ii 'i i' 11 --JI II 11 __JI II -------------- 1 II Ill Ill H 120V AC 24V DC Ill 11 11 N POWER IN POWER C OUTof _ II u u II II H 120V AC N POWER IN -- G 24V DC POWER OUT 120V CONDUCTORS FOR LIGHTING AND FUTURE TRIP PLANNER CONDUIT HUB SHELTER LIGHT POWER ENCLOSURE DETAIL SCALE: 6" = 1'-0" L1 King County METRO AC CONDUCTORS UP TO PHOTO CELL 24V DC CONDUCTORS FOR CANOPY UP AND DOWN LIGHTS DIMMMING MODULE FOR UP LIGHTS LED DIMMMING MODULE FOR DOWN LIGHTS 24V LED POWER SUPPLY, TYP OF2 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE 1 LINE RENTON SEGMENT SHELTER LIGHTING POWER ENCLOSURE DETAILS 1 04 XXXX T-4214184 R-4214484 NOVEMBER 2021 1 E2.02 60% SUBMITTAL Jacobs RE, SION HV APPO GAE Aconcord ENGINEERING 1 Yz" = 1'-0" SCALE M. POWERS P. ENO G e •� � xLIU L9 King County CHECKM PROJECT NO. METRO ° 'GISTS "Eo M. MONGRAIN ONGE80E66E18 "9NONAS LSO CHWHEP'. CONTPRCT NO: METRO PROJECT ENGINEER CxIG(X4XX METRO TRANSIT CAPITAL DIVISION RAPIDRIDE 1 LINE RENTON SEGMENT WIRING DETAILS PYLON WITH CRADLEPOINT - SIDE NOVEMBER 2021 1 E2.03 _ 1 ass xxxx T-4214185 R-4214485 8 STATION SCHEDULE SHEET# ZONE LOCATION 1E1.01 59841 S GRADY WAY & TALBOT RD S (IB) 1 E1.02 55936 S GRADY WAY & TALBOT RD S (OB) 1E1.03 59949 TALBOT RD S & S CARR RD (OB) 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 BE & SE 186TH ST (OB) 1E1.10 57260 108TH AVE BE & BE 186TH ST (IB) 2E1.11 57400 108TH AVE SE & SE 192ND ST (IB) GENERALNOTES 1. SEE DWG 1 E2.03 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. 1 Y" = V-0" SCALE DESIGNED: APPROVED: METRO TRANSIT CAPITAL DIVISION DATE. 60 /o SUBMITTAL 7 NOVEMBER 2021 Of WA vaCo pN PG DRAWN M. S PENG RAPIDRIDE 1 LINE V �A oRnwrv. Iry _m X. BID L9 King County CHECKED %iRENTON SEGMENT '. WELi NO: DM4YINGHO44720 concord �8xeos{Epef l2��¢ MECKED IN E00568E18 METRO WIRING DETAILS 1E2.04 ND. REVISION BY APPD DAT ssZONAL f"° wecNEO. CONTRACT NO: ECH PYLON WITH CRADLEPOINT - BACK VIE`IA SHEETNO. OF E N G I N E E R I N G V FTan PanIFCT FNAINFFa pvvvVWvv 486 XXXX T-4214186 R-4214486 3 0 9 0 x 9 PLANTING ABBREVIATIONS J % PERCENT 1 & AND @ AT } B&B BALLED AND BURLAPPED �1 CAL CALIPER 1 c CENTER LINE ] CONT CY DIA DWG(S) ENG CONTAINER CUBIC YARD DIAMETER DRAWING(S) ENGINEER _ EX EXISTING GAL GALLON PLANTING SCHEDULE SYM PLANTING NOTES HT HEIGHT MAX MAXIMUM 1. ANY DISCREPANCIES W/ THE DWGS AND/OR SPECS & SITE CONDITIONS SHALL BE BROUGHT TO THE MIN MINIMUM ATTENTION OF ENGINEER PRIOR TO PROCEEDING W/ CONSTRUCTION. NITS NOT TO SCALE 2. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. OC ON CENTER 3. HAND WATER PLANT MATERIALS DURING INSTALLATION AND PLANT ESTABLISHMENT. IN AREAS WHERE QTY QUANTITY AUTOMATIC IRRIGATION IS RESTORED AND FULLY FUNCTIONING, COORDINATE WITH PROPERTY OWNER SF SQUAREFOOT ON WATER SCHEDULE. SPEC(S) SPECIFICATIONS SYM SYMBOL 4. LANDSCAPE PLANTING AND RESTORATION WORK SHALL MEET AND MATCH EXISTING LANDSCAPE W/ A TYP TYPICAL SMOOTH TRANSITION. W/ WITH # NUMBER ITY SCIENTIFIC/COMMON NAME SIZE/REMARKS DETAILS SYM QTY SCIENTIFIC/COMMON NAME TREES ciaic 000° 3,639 SF SHRUB & GROUNDCOVER MIX 1 00 00° 000 8 Amelanchier laevis / ALLEGHENY SERVICEBERRY 2.5" CAL; B&B; FULL, WELL BRANCHED & WELL �p © 0000 o0°00°° Viburnum davidii / DAVID VIBURNUM ROOTED; STRAIGHT CENTRAL LEADER & SINGLE 1 U2.01 1 U2.01 TRUNK; SYMMETRICAL BRANCHING HABIT; MIN 6' 0°0 0.00.00 Spiraea japonice'Walbuma' / MAGIC CARPET SPIREA BRANCH HT 0000000000 13 Carpinus betulus'Fastigiata' / COLUMNAR HORNBEAM 00000o 00 Polystichum munitum / WESTERN SWORD FERN 000° °°a° Helictotrichon sempervirens / BLUE OAT GRASS 8 Ginkgo biloba'Autumn Gold' / AUTUMN GOLD GINKGO 4,087 SF SHRUB & GROUNDCOVER MIX 2 Lonicera pileata / BOX -LEAF HONEYSUCKLE 9 Maackia amurensis / AMUR MAACKIA >�{} Berberis thunbergii'Concorde' / CONCORDE BARBERRY Polystichum munitum / WESTERN SWORD FERN 6 Schmidtcutleaf /GOLDEN RAINDROPS { CRAB CRABAPPLE Carez testacea /ORANGE SEDGE 10 Parm6a persica'Vanessa' / VANESSA PERSIAN IRONWOOD 7,838 SF SHRUB& GROUNDCOVER MIX Rosa rugosa'Hansa' / HANSA RUGOSA ROSE 12 Quercus rubra / RED OAK Symphoricarpos albus / SNOWBERRY Polystichum munitum / WESTERN SWORD FERN 9 Pinus nigra / AUSTRIAN PINE 1 U2.01 Mahonia repens /CREEPING OREGON GRAPE 60% SUBMITTAL No. I R=_msoN BY I APPD I DATE Jacobs 10,134 SF SHRUB & GROUNDCOVER MIX MATCH EXISTING SHRUB MIX SEED / MULCH PLANTING SCHEDULE SYM QTY ITEM f WAS C. ROREA E O 00.1q N NON H Ct `o oCl�l'�i3'��,° DIUWN CR . OREA CHECKED: LFRENCH 9S eOKq NOSCPOEPpG CHECKED: METRO PROJECT ENGINEER LEGEND EXISTING TREE - SEE SITE PREPARATION PLANS FOR TREE PROTECTION AND EXISTING TREES TO BE REMOVED FHw 7X5/_1 7 61 2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED 2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED 2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED 2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED 2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED 2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED 2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED 2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED 2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED 2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED 2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED 2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED 2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED DETAILS 50 SF 4" DEPTH BARK MULCH SURFACING 7,450 SF SEED LAWN INSTALLATION 1 U2.02 P. ENG L9 King County METRO PROJECTNO: EW566E18 00588E DETAILS 1 U2.02 1 U2.01 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT LANDSCAPE SCHEDULES AND GENERAL NOTES NOVEMBER 2021 DMWING NO 1U1.00 SHEEING: OF 487 Y)= R-4214487 I j 0 x 9 0 4 9 No 0 � Z I � � Z N 0 II I LJ �I Kul I I � I to I of O O �.% rJ wo 10 1 r1 0 Itt Cn 00 IID I � I 10l o OT01 LJj ICI I z ttl I I of PI I Itt I � Id L&1J o tt 0 ° ]0 11+00 — b In I l���l Imp MATCH LINE 2ND 11+00 - SEE SHEET 1U1.02 60% SUBMITTAL R-,WK N BY I APPD I DATE o tt 0 ° ° � o 0 0 o tt 0 ° rn u�o 0 ° 0 o 12+00 13+00 LOGAN AVE S - -I (LOG -LINE) A K o Jacobs 0 0 f WAS C. RREA NN O E O 00.1g y NON H Ct OR, C. RJOREA CHECKED: LFRENCH 9S eOKq NOSCPOEPp4 CHECKED: METRO PROJECT ENGINEER tt NO LANDSCAPE WORK SHOWN ON THIS SHEET 0' 20' 40' SCALE:1"=40' P. ENG L9 King County METRO HNaEmND E00588E18 GENERALNOTES 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. LANDSCAPING LEGEND BARK MULCH LAWN SEED SHRUB AND GROUNDCOVER MIX I: VIBURNUM Viburnum davidii / DAVID VIBURNUM Spimea japonica'Walbuma' I MAGIC CARPET SPIREA Polystichum munitum I WESTERN SWORD FERN °aO°�°eOeO Helictotnchon sempervirens I BLUE OAT GRASS SHRUB AND GROUNDCOVER MIX 2: Lonicem I BOX -LEAF HONEYSUCKLE pileata Mass Berberis thunbergii'Concorde'/ CONCORDE BARBERRY SWORD FERN Calrexht stacea / ORANGE SEDGE SHRUB AND GROUN Rosa rugosa'Hansa' / HANSA RUGOSA ROSE HANSARUGOS ® Symphonca\pos albus / SNOWBERRY Polystichum munitum / WESTERN SWORD FERN Mahonia rapers I CREEPING OREGON GRAPE SHRUB AND GROUNDCOVER MIX 4: Species to match existing conditions I Amelanchier laevis/ ALLEGHENY SERVICEBERRY 1 Carpinus betulus'Fastigiate'/ COLUMNAR HORNBEAM + Ginkgo biloba'Autumn Gold'/ AUTUMN GOLD GINKGO o E Maackia amurensis l AMUR MAACKIA `ev Malus'Schmidtcutleaf (GOLDEN RAINDROPS CRABAPPLE Panotia persicaVanessa'/ VANESSA PERSIAN IRONWOOD p Quercus rube / RED OAK Pinus nige / AUSTRIAN PINE EXISTING TREE- SEE SITE PREPARATION PLANS FOR -Wr.L TREE PROTECTION FENCING AND EXISTING TREES TO BE REMOVED. HATCH PATTERN ON PLANS MAY BE SHOWN IN DIFFERENT ORIENTATION THAN SHOWN ON LEGEND. METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT LANDSCAPE PLAN 2ND 11+00 TO LOG 14+50 NOVEMBER 2021 1U1.01 INO: OF 488 XXXX R-4214488 1 3 2 9 2 4 9 w ■i T dw ii n ii t 2 H Q No 000720-0060 15+00 14+00 10+00 o o a � I G -- _— _-- -- —_—_ Cn LU Q z U 2 172610-0000 O o � 1U2.02 S 2ND ST 13+00 (2ND-LINE) 0 1U2.01 11.112.02 EX ROW 784180-0005 H I II i �I.D I MATCH LINE MOR 11+30 - SEE SHEET 1U1.04 I r 000720-0060 — I- - - - 12+00 I I 784180-0025 784180-0015 11 GENERALNOTES 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. LANDSCAPING LEGEND / j BARK MULCH 0 _ LAWN SEED SHRUB AND GROUNDCOVER MIX I: Viburnum davica'WalVID VIBMAGIC W Spimea japonica'Walbuma'I MAGIC CARPET SPIREA = Polystichum munitum I WESTERN SWORD FERN (n Helictotnchon sempervirens/BLUE OAT GRASS L�J SHRUB AND GROUNDCOVER MIX 2: N Yfpppp Lonicem pileata I BOX -LEAF HONEYSUCKLE Berberis thunbergii'Concorde'/ CONCORDE BARBERRY lrexat stacea / ORANGE SEDGESWORD FERN Ca 0 + ® SHRUB AND GROUNHANSARUGOS + Rosa rugosa'Hansa'/HANSA RUGOSA ROSE Symphoncarpos albus / SNOWBERRY Polystichum munitum / WESTERN SWORD FERN 0 Mahonia rapers/ CREEPING OREGON GRAPE Z SHRUB AND GROUNDCOVER MIX 4: N Species to match existing conditions LJ Z _J Amelanchier laevis/ ALLEGHENY SERVICEBERRY 2 • Carpinus betulus'Fastigiate'/ COLUMNAR HORNBEAM a Ginkgo biloba'Autumn Gold'/ AUTUMN GOLD GINKGO 0' 20' 40' SCALE: 1"=40' 60% SUBMITTAL -ms41�'c �H00.1�n Np /e'yCal� C.R-OREANI P. .ENGD... Jacobs C ROMAN ... L9 King County CHECKED •eaE6ENO LFRIENCH E0588E18 METROeO/q NOSCPOEPp4 CHECKED: CIXIiMQw RSvlo'ION BY APPD DATE METRO PROJECT ENGINEER C)DODC xx • E Maackia amurensis l AMUR MAACKIA �— Malus'Schmidtcutleaf (GOLDEN RAINDROPS CRABAPPLE Permits persica'Vanessa' I VANESSA PERSIAN IRONWOOD 0 Quercus rubs I RED OAK Pinus nigm l AUSTRIAN PINE EXISTING TREE- SEE SITE PREPARATION PLANS FOR TREE PROTECTION FENCING AND EXISTING TREES TO BE REMOVED. HATCH PATTERN ON PLANS MAY BE SHOWN IN DIFFERENT ORIENTATION THAN SHOWN ON LEGEND. METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE NOVEMBER 2021 RENTON SEGMENT LANDSCAPE PLAN 2ND 16+00 TO 2ND 11+00 1U1.02 489 XXXX R-4214489 1 3 0 x 9 0 a 9 TCE \ ®ACV ROW -PROPOSED Ea 21+00 0 0 0 0 a © Q 1 U2.021 U2.01 1U2.02 0 O S 2ND ST o I _ 18+00 (2ND-LINE) 18+00 0 0 0 0 0 0 O OR ® ,/ �EX ROW 17+00 IS El icv 0 EI 17 1 U2.01 GENERALNOTES 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. N LANDSCAPING LEGEND O BARK MULCH LAWN SEED W AND GROUNDCOVER MIX I: _ DavowavowSHRUB 60 Viburnum davica'WalVIDVIBURNUM (q MAGIC Spimea japonica'Walbuma'I MAGIC CARPET SPIREA Polystichum munitum / WESTERN SWORD FERN W Helictotdchon sempervirens/BLUE OAT GRASS W SHRUB AND GROUNDCOVER MIX 2: Lonicem l BOX -LEAF HONEYSUCKLE 1 # pileata #### Berberis thunbergii'Concorde'/ CONCORDE BARBERRY #### Iloilo Polystichum munitum /WESTERN SWORD FERN O ##### Carex testacea/ORANGE SEDGE 16 SHRUB AND GROUNDCOVER MIX 3: Rosarugosa'Hansa'/ ROSE � ® I SNSARUGOSA SymphoncaipOs albus/SNOWBERRY Z Polystichum munitum I WESTERN SWORD FERN N Mahonia rapers/ CREEPING OREGON GRAPE W SHRUB AND GROUNDCOVER MIX 4: Z Species to match existing conditions J _ Amelanchier laevis/ ALLEGHENY SERVICEBERRY H � Carpinus hetulus'Fastigiata'/COLUMNAR HORNBEAM \ ` 784180-0085BE N 0' 20' 40' SCALE: V = 40' 60% SUBMITTAL Jacobs WA M.... 4'c Nealn Np /yCl C. R-OREANI P. ENG Ga��I��I= DRAM 19 King County % C. FLOREANI PROJECT IIII LFRIENCHECKED EW566END METRO '110 `A ae LFRENCH E00588E18 No. RP: WKN BY APPD DATE eO/q NOSCPOEPpG CHECKED: CONFRQw METRO PROJECT ENGINEER C)OCOGDXX Ginkgo biloba'Autumn Gold'/ AUTUMN GOLD GINKGO o E Maackia amurensis l AMUR MAACKIA `ev Malus'Schmidtcutleaf (GOLDEN RAINDROPS CRABAPPLE Panotia persicaVanessa'/ VANESSA PERSIAN IRONWOOL a p Quercus rubs I RED OAK Pinus nigm / AUSTRIAN PINE EXISTING TREE- SEE SITE PREPARATION PLANS FOR -Wr.L TREE PROTECTION FENCING AND EXISTING TREES TO BE REMOVED. HATCH PATTERN ON PLANS MAY BE SHOWN IN DIFFERENT ORIENTATION THAN SHOWN ON LEGEND. METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT LANDSCAPE PLAN 2ND 21+00 TO 2ND 16+00 NOVEMBER 2021 DMWING NO 1U1.03 SHEEING: OF 490 XXXX R-4214490 3 0 9 0 4 I— W W 2 N No 60% SUBMITTAL R-,WK N BY I APPD I DATE Jacobs f WAS C. RREA NH O ED 00.1gy NON H Ct OR, C. RJOREA CHECKED: LFRENCH 9S eOKq NOSCPOEPp4 CHECKED: METRO PROJECT ENGINEER CD 15+56� q u r NO LANDSCAPE WORK SHOWN ON THIS SHEET 783980-00 7840i 7840, Q r r r r_ r_ SCALE: V = 40' P. ENG L9 King County METRO HHaEmNO E00588E18 GENERALNOTES 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. LANDSCAPING LEGEND BARK MULCH LAWN SEED SHRUB AND GROUNDCOVER MIX 1: Viburnum davidii I DAVID VIBURNUM Spimea japonica'Walbuma' I MAGIC CARPET SPIREA Polystichum munitum I WESTERN SWORD FERN Helictotnchon sempervirens I BLUE OAT GRASS SHRUB AND GROUNDCOVER MIX 2: Lonicem pileata I BOX -LEAF HONEYSUCKLE Berberis thunbergii'Concorde' / CONCORDE BARBERRY Polystichum munitum I WESTERN SWORD FERN Carex testacea / ORANGE SEDGE SHRUB AND GROUNDCOVER MIX 3: Rosa rugosa'Hansa' / HANSA RUGOSA ROSE Symphonca\pos albus / SNOWBERRY Polystichum munitum I WESTERN SWORD FERN Mahonia rapers / CREEPING OREGON GRAPE SHRUB AND GROUNDCOVER MIX 4: MD Species to match existing conditions I Amelanchier laevis/ ALLEGHENY SERVICEBERRY 1 Carpinus betulus'Fastigiate'/ COLUMNAR HORNBEAM Ginkgo biloba'Autumn Gold'/ AUTUMN GOLD GINKGO o E Maackia amurensis l AMUR MAACKIA `ev Malus'Schmidtcutleaf (GOLDEN RAINDROPS CRABAPPLE Panotia persicaVanessa'/ VANESSA PERSIAN IRONWOOD p Quercus rubs I RED OAK Pinus nigm I AUSTRIAN PINE 1.0 r.L EXISTING TREE- SEE SITE PREPARATION PLANS FOR -W TREE PROTECTION FENCING AND EXISTING TREES TO BE REMOVED. HATCH PATTERN ON PLANS MAY BE SHOWN IN DIFFERENT ORIENTATION THAN SHOWN ON LEGEND. METRO TRANSIT CAPITAL DIVISION DATA RAPIDRIDE I LINE NOVEMBER 2021 RENTON SEGMENT DMWIND NO. LANDSCAPE PLAN 1LI1.04 MOR 11+30 TO MOR 15+56 5HM'ND' OF 491 XXXX R-4214491 1 3 2 9 0 4 9 pr� 0 OHP OHP EX ROW LIGHT FIXTURE, TYP SEE LIGHTING PLANS 11+00 S GRADY WAY12+00 (GRA-LINE) I v a 0 � II /o / $ O v pull / o a 192305-9102 mlC � a I o / 60% SUBMITTAL n°. I R=_msoN BY I APPD I DATE Jacobs 192305-9032 OHP OHP OHP CHIP 111.112.01 13+00 - k - - 0 - 0 0 J 192305-9103 f WAS C. RREA O E° 00.,gy NON H Ct CR . OREA CC HE LFRENCH CH 9S eOKq NOSCPOEPp4 CHECKED METRO PROJECT ENGINEER OHP OH OHP— to O Hr-- W W W W to I 0 O + d- N o' 20' 40' SCALE:1"=40' P. ENG L9 King County METRO xxaEmNa E00588E18 GENERALNOTES 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. LANDSCAPING LEGEND BARK MULCH LAWN SEED SHRUB AND GROUNDCOVER MIX 1: Viburnum davidii I DAVID VIBURNUM Spimea japonica'Walbuma' I MAGIC CARPET SPIREA Polystichum munitum I WESTERN SWORD FERN Helictotnchon sempervirens I BLUE OAT GRASS SHRUB AND GROUNDCOVER MIX 2: Lonicem pileata I BOX -LEAF HONEYSUCKLE Berberis thunbergii'Concorde' / CONCORDE BARBERRY Polystichum munitum I WESTERN SWORD FERN Carex testacea / ORANGE SEDGE SHRUB AND GROUNDCOVER MIX 3: Rosa rugosa'Hansa' / HANSA RUGOSA ROSE Symphonca\pos albus / SNOWBERRY Polystichum munitum I WESTERN SWORD FERN Mahonia rapers / CREEPING OREGON GRAPE SHRUB AND GROUNDCOVER MIX 4: Species to match existing conditions Amelanchier laevisl ALLEGHENY SERVICEBERRY • Carpinus betulus'Fastigiate'/ COLUMNAR HORNBEAM + Ginkgo biloba'Autumn Gold'/ AUTUMN GOLD GINKGO o E Maackia amurensis l AMUR MAACKIA `ev Malus'Schmidtcutleaf (GOLDEN RAINDROPS CRABAPPLE Panotia persicaVanessa'/ VANESSA PERSIAN IRONWOOD p Quercus cobra I RED OAK Pines nigrd I AUSTRIAN PINE r.L EXISTING TREE- SEE SITE PREPARATION PLANS FOR -W TREE PROTECTION FENCING AND EXISTING TREES TO BE REMOVED. HATCH PATTERN ON PLANS MAY BE SHOWN IN DIFFERENT ORIENTATION THAN SHOWN ON LEGEND. METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE NOVEMBER 2021 RENTON SEGMENT LANDSCAPE PLAN GRA 10+00 TO GRA 14+00 1LI1.05 492 XXXX R-4214492 1 3 0 9 0 z 4 9 U C F- Lr Li 7 V LL LE V I C C d Q lY CD w z J 2 H- Q 60% SUBMITTAL No. I R=_msoN BY I APPD I DATE TCE ROW PROPOSED C 1L12.011U2.02 16+00 _ Jacobs LIGHT FIXTURE, TYP SEE LIGHTING PLANS Am OHP OHP-OHIE -OHP- -OHP- u^ OHP- S GRADY WAY 17+00 _ f WAS C. RREA IUWN O E O 00.1q N NON H Ct D CR . OREA CHECKED: LFRENCH 9S eOKq NOSCPOEPpG CHECKED: METRO PROJECT ENGINEER L 192305-9096 0 • • - • - 192305-9043 o' 20' 40' SCALE:1"=40' P. ENG L9 King County METRO HRaEmNO E00588E18 GENERALNOTES 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. LANDSCAPING LEGEND BARK MULCH LAWN SEED SHRUB AND GROUNDCOVER MIX 1: Viburnum davidii I DAVID VIBURNUM Spimea japonica'Walbuma' I MAGIC CARPET SPIREA Polystichum munitum I WESTERN SWORD FERN Helictotnchon sempervirens I BLUE OAT GRASS SHRUB AND GROUNDCOVER MIX 2: Lonicere pileata I BOX -LEAF HONEYSUCKLE Berberis thunbergii'Concorde' / CONCORDE BARBERRY Polystichum munitum I WESTERN SWORD FERN Carex testacea / ORANGE SEDGE SHRUB AND GROUNDCOVER MIX 3: Rosa rugosa'Hansa' / HANSA RUGOSA ROSE Symphonca\pos albus / SNOWBERRY Polystichum munitum I WESTERN SWORD FERN Mahonia repens / CREEPING OREGON GRAPE SHRUB AND GROUNDCOVER MIX 4: MD Species to match existing conditions ;- I Amelanchier laevis/ ALLEGHENY SERVICEBERRY • 1 Carpinus betulus'Fastigiate'/ COLUMNAR HORNBEAM Ginkgo biloba'Autumn Gold'/ AUTUMN GOLD GINKGO • E Maackia amurensis l AMUR MAACKIA `ev Malus'Schmidtcutleaf (GOLDEN RAINDROPS CRABAPPLE Parrotia persicaVanessa'/ VANESSA PERSIAN IRONWOOD 0 Quercus cobra I RED OAK Pinus nigm / AUSTRIAN PINE r.L EXISTING TREE- SEE SITE PREPARATION PLANS FOR -W TREE PROTECTION FENCING AND EXISTING TREES TO BE REMOVED. HATCH PATTERN ON PLANS MAY BE SHOWN IN DIFFERENT ORIENTATION THAN SHOWN ON LEGEND. METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT LANDSCAPE PLAN GRA 14+00 TO GRA 19+00 NOVEMBER 2021 DR WING NO 1U1.06 SHEEING: OF 493 XXXX R-4214493 1 3 2 9 0 4 O 000000 O O LLJ O ooaoe w oe 2 Cn W W (n OHP 1 0NP OHP \ 00 OHP HP GH�h _ O - Q �OHP\ OHP LLJ[; Z J No TCE ROW -PROPOSED r — \ OHNP LIGHT FIXTURE, TYP SEE LIGHTING PLANS 21+100 CHP OHP 0HP \ \\ONP\ \ONPoNP 0Hli \ OHP p OHP \ 0 Oy 0 ONP 192305-9023 60% SUBMITTAL R-,WK N BY I APPD I DATE EX ROW Oyp\ Jacobs 192305-9070 192305-9070 � 1112.01 11112.01 22+00 23+00 } (GRA-LINE) ~ OHp, 0 0 f WAS C. RREA O E° 00.1gy NON H Ct CR . OREA CC HE LFRENCH CH 9S eOKq NOSCPOEPp4 CHECKED METRO PROJECT ENGINEER 00 O W IW drill0 11 W Z J BOLLARDS —� ff-�� TCE \ 0 ROW -PROPOSED yp OyP 0\\ o' 20' 40' SCALE: 1"=40' P. ENG L9 King County METRO xxaEmNa E0a588E18 GENERALNOTES 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. LANDSCAPING LEGEND BARK MULCH LAWN SEED SHRUB AND GROUNDCOVER MIX 1: Viburnum davidii I DAVID VIBURNUM Spimea japonica'Walbuma' I MAGIC CARPET SPIREA Polystichum munitum I WESTERN SWORD FERN Helictotnchon sempervirens I BLUE OAT GRASS SHRUB AND GROUNDCOVER MIX 2: Lonicem pileata I BOX -LEAF HONEYSUCKLE Berberis thunbergii'Concorde' / CONCORDE BARBERRY Polystichum munitum I WESTERN SWORD FERN Carex testacea / ORANGE SEDGE SHRUB AND GROUNDCOVER MIX 3: Rosa rugosa'Hansa' / HANSA RUGOSA ROSE Symphoncarpos albus / SNOWBERRY Polystichum munitum I WESTERN SWORD FERN Mahonia rapers / CREEPING OREGON GRAPE SHRUB AND GROUNDCOVER MIX 4: Species to match existing conditions Amelanchier laevisl ALLEGHENY SERVICEBERRY • Carpinus betulus'Fastigiate'/ COLUMNAR HORNBEAM Ginkgo biloba'Autumn Gold'/ AUTUMN GOLD GINKGO o E Maackia amurensis l AMUR MAACKIA `ev Malus'Schmidtcutleaf (GOLDEN RAINDROPS CRABAPPLE Panotia persicaVanessa'/ VANESSA PERSIAN IRONWOOD 0 Quercus cobra I RED OAK Pines nigrd I AUSTRIAN PINE r.L EXISTING TREE- SEE SITE PREPARATION PLANS FOR -W TREE PROTECTION FENCING AND EXISTING TREES TO BE REMOVED. HATCH PATTERN ON PLANS MAY BE SHOWN IN DIFFERENT ORIENTATION THAN SHOWN ON LEGEND. METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE NOVEMBER 2021 RENTON SEGMENT LANDSCAPE PLAN GRA 19+00 TO GRA 24+00 1LI1.07 494 XXXX R-4214494 3 0 x 9 0 z 4 9 SCALE: 1"=40' 60% SUBMITTAL ON F WA M.��..�. 4'c Nealn Np /yCl C. RLOREANI P. ENG a���Ie = DRAM 19 King County % C. RLOREANI II L FRENCH CHECKED PNDJEmND: METRO ''"s1F �0 `^,`ae LFRENCH E00588E18 No. RP: GIiiN BY APPD DATE eO/q NOSCPOEPpG CHECKED: CONTR Qw METRO PROJECT ENGINEER c)00000XX GENERALNOTES 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 rnMTDerrnD-e DDODONSIBILITY TO RESTORE OR REPLACE ANY Q ARE DAMAGED AS A RESULT OF REPARATION PLANS AND THE APPROVED D PLANT MAINTENANCE PLAN. SEE TREE AND ;PECIFICATIONS. SEND GULCH SEED t AND GROUNDCOVER MIX 1: im davidii I DAVID VIBURNUM I japonica'Walbuma' I MAGIC CARPET SPIREA :hum munitum I WESTERN SWORD FERN nchon sempervirens I BLUE OAT GRASS t AND GROUNDCOVER MIX 2: a pileata I BOX -LEAF HONEYSUCKLE s thunbergii'Concorde' / CONCORDE BARBERRY ;hum munitum I WESTERN SWORD FERN estacea / ORANGE SEDGE t AND GROUNDCOVER MIX 3: Hgosa'Hansa' / HANSA RUGOSA ROSE Dncarpos albus / SNOWBERRY ;hum munitum I WESTERN SWORD FERN a rapers / CREEPING OREGON GRAPE t AND GROUNDCOVER MIX 4: 5 to match existing Conditions ichier laevis I ALLEGHENY SERVICEBERRY is betulus'Fastigiata' / COLUMNAR HORNBEAM biloba'Autumn Gold'/ AUTUMN GOLD GINKGO a amurensis I AMUR MAACKIA Schmidtcutleaf I GOLDEN RAINDROPS CRABAPPLE I persica'Vanessa' I VANESSA PERSIAN IRONWOOD s rubra I RED OAK igm / AUSTRIAN PINE NG TREE - SEE SITE PREPARATION PLANS FOR DROTECTION FENCING AND EXISTING TREES TO NOVED. HATCH PATTERN ON PLANS MAY BE SHOWN IN DIFFERENT ORIENTATION THAN SHOWN ON LEGEND. METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT LANDSCAPE PLAN GRA 24+00 TO TAL-B 14+00 NOVEMBER 2021 DMWING NO 1U1.08 SHEETNG: OF 495 XXXX R-4214495 1 3 0 9 0 9 M F / B 1112.01 1U2.01 ROW -PROPOSED 8 � I 60% SUBMITTAL No. I R=_, WK N dHO dHO �dHO BY I APPD I DATE \ \j \ `tio \ \ 202305-9007 I o\ — LIGHT FIXTURE, TYP \ \ SEE LIGHTING PLANS (� —� — N v � dH dH0 dH dHO Jacobs O w Li 2 Lv Lij 17t00 CBOT RD S N I ,B+DD (TAL-B-LINE) p -I' 00 CD I J H¢LLI dHo dh'o 0— dH0 EX ROW 0 IL — NO dH0 dH0 dH0 TC E dH0 Q�dH0= HO d�10 dH0 �dHO ® dH0 dHO -ham dH0 dHO� —dHO— —CH0 allo dH0 I �dHO� �dF dHO-„ 0' 20' 40' SCALE: 1"=40' f WAS % �seEOKa°qH N0O0.�S1Cg�PyOENPOeNp4 C=a t CELOREANI P. ENG AM C ROREANI '. L9 King County CHECKED `N8 L FRENCH 566EIMETRO CHECKED CONFRCN METRO PROJECT ENGINEER C)OCOGDXX GENERALNOTES 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. LANDSCAPING LEGEND / BARK MULCH Ppp LAWN SEED SHRUB AND GROUNDCOVER MIX 1: Viburnum davidii I DAVID VIBURNUM Spimea japonica'Walbuma' I MAGIC CARPET SPIREA Polystichum munitum I WESTERN SWORD FERN Helictotnchon sempervirens I BLUE OAT GRASS SHRUB AND GROUNDCOVER MIX 2: Lonicere pileata I BOX -LEAF HONEYSUCKLE Berberis thunbergii'Concorde' / CONCORDE BARBERRY Polystichum munitum I WESTERN SWORD FERN Carex testacea / ORANGE SEDGE SHRUB AND GROUNDCOVER MIX 3: Rosa rugosa'Hansa' / HANSA RUGOSA ROSE Symphoncarpos albus / SNOWBERRY Polystichum munitum I WESTERN SWORD FERN Mamma repens / CREEPING OREGON GRAPE SHRUB AND GROUNDCOVER MIX 4: MD Species to match existing conditions • I Amelanchier laevis/ ALLEGHENY SERVICEBERRY 1 Carpinus betulus'Fastigiate'/ COLUMNAR HORNBEAM Ginkgo biloba'Autumn Gold'/ AUTUMN GOLD GINKGO o E Maackia amurensis l AMUR MAACKIA `ev Malus'Schmidtcutleaf (GOLDEN RAINDROPS CRABAPPLE Parrotia persicaVanessa'/ VANESSA PERSIAN IRONWOOD p Quercus cobra I RED OAK Pinus nigm / AUSTRIAN PINE EXISTING TREE- SEE SITE PREPARATION PLANS FOR -Wr.L TREE PROTECTION FENCING AND EXISTING TREES TO BE REMOVED. HATCH PATTERN ON PLANS MAY BE SHOWN IN DIFFERENT ORIENTATION THAN SHOWN ON LEGEND. METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE NOVEMBER 2021 RENTON SEGMENT DRAWING NO LANDSCAPE PLAN 1U1.09 TAL-B 14+00 TO TAL-B 18+50 GHEE'NGOF 496 XXXX R-4214496 1 9 2 z 2 z x G W W V7 W w N I O Ln 00 �m El W Z J x U Q 2 No I I i dHo, 0 d 19+00 I - dH0 dH0 dH0 dHO dH0 dH0 dHO— \dH0\ g dN0 20+00 \d"o I— EX ROW TALBOT RD S 21+00 (TAL-B-LINE) dH0 dHO \ l� 'lu2.01 1u2.o'1 223 1 05-9001 IG dH0 HO dH0 dHO ddHO 'R HO dH0 dH0 dH0 dH0 d p dH0 ((�� dH0 dH0 dH0— IO dH0 dH0 dHn ,Lun dHO� dH0 60% SUBMITTAL R-,WK N BY I APPD I DATE Jacobs f WAS C. RREA O E° 00.1gy NON H 1l���111 Ct UU C. ROREA CHECKED: LFRENCH 9S eOKq NOSCPOEPp4 CHECKED dH0 dti 22+00 up METRO PROJECT ENGINEER R GENERALNOTES 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 dHo dHo dHO 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. LANDSCAPING LEGEND ❑ ��/ j BARK MULCH LAWN SEED SHRUB AND GROUNDCOVER MIX 1: Viburnum davidii I DAVID VIBURNUM Spimea japonica'Walbuma' I MAGIC CARPET SPIREA Polystichum munitum / WESTERN SWORD FERN 23+00 26MG 51 Helictotnchon sempervirens I BLUE OAT GRASS ENO SHRUB AND GROUNDCOVER MIX 2: Lonicem pileata I BOX -LEAF HONEYSUCKLE Berberis thunbergii'Concorde'/ CONCORDE BARBERRY Calrexht stacea / ORANGE SEDGE SWORD FERN � ® SHRUB AND GROUN HANSARUGOS Rosa rugosa'Hansa' / HANSA RUGOSA ROSE Symphoncarpos albus / SNOWBERRY Polystichum munitum I WESTERN SWORD FERN Mahonia rapers I CREEPING OREGON GRAPE SHRUB AND GROUNDCOVER MIX 4: 0 Species to match existing conditions UD CID 0,UD 0' 20' 40' SCALE: 1"=40' P. ENG L9 King County METRO HHaEmNa E0a588E18 I Amelanchier laevis/ ALLEGHENY SERVICEBERRY 0 1 Carpinus betulus'Fastigiate'/ COLUMNAR HORNBEAM Ginkgo biloba'Autumn Gold'/ AUTUMN GOLD GINKGO o E Maackia amurensis l AMUR MAACKIA `ev Malus'Schmidtcutleaf (GOLDEN RAINDROPS CRABAPPLE Panotia persicaVanessa'/ VANESSA PERSIAN IRONWOOD DQuercus rubs I RED OAK Pinus nigm l AUSTRIAN PINE r.L EXISTING TREE- SEE SITE PREPARATION PLANS FOR -W TREE PROTECTION FENCING AND EXISTING TREES TO BE REMOVED. HATCH PATTERN ON PLANS MAY BE SHOWN IN DIFFERENT ORIENTATION THAN SHOWN ON LEGEND. METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE NOVEMBER 2021 RENTON SEGMENT DMWINe NO LANDSCAPE PLAN 1U1.10 TAL-B 18+50 TO TAL-B 23+50 SHEET"°OF 497 XXXX R-4214497 9 0 x z 0 x 0 0 z V �a 0 e i2 E gE� q�9 cR� oRo E 0 �Q /o dyo \ 33+00 / 34+00 35+00 � H / 0 M 60% SUBMITTAL No. I R=_msoN BY I APPD I DATE Jacobs 0 36+00 BENSON DR S (SR 515) (TAL-B-LINE) 0 4- 2� C 1U2.02 Y GENERALNOTES 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. LANDSCAPING LEGEND BARK MULCH LAWN SEED SHRUB AND GROUNDCOVER MIX 1: Viburnum davidii I DAVID VIBURNUM Spimea japonica'Walbuma' I MAGIC CARPET SPIREA Polystichum munitum I WESTERN SWORD FERN Helictotnchon sempervirens I BLUE OAT GRASS #### SHRUB AND GROUNDCOVER MIX 2: Lonicem I BOX -LEAF HONEYSUCKLE ##Y}Y}(a pileata #### ##### Berberis thunbergii'Concorde'/ CONCORDE BARBERRY munitum / WESTERN SWORD FERN 37+00 38+00 ######### CarexPolystichum Carex lestarRa /ORANGE SEDGE SHRUB AND GROUN HANSARUGOS Rosa rugosa'Hansa' / HANSA RUGOSA ROSE ® Symphonca\pos albus / SNOWBERRY Polystichum munitum I WESTERN SWORD FERN Mahonia rapers I CREEPING OREGON GRAPE SHRUB AND GROUNDCOVER MIX 4: Species to match existing conditions _ 722200-0245 I i I Z 0' 20' 40' f WAS C. RREA O ED 00.1gy NON H Ct CR . OREA CHECKED: LFRENCH 9S eOKq NOSCPOEPp4 CHECKED: METRO PROJECT ENGINEER SCALE: 1"=40' P. ENG L9 King County METRO HHaEmND E00588E18 I Amelanchier laevis/ ALLEGHENY SERVICEBERRY 1 Carpinus betulus'Fastigiate'/ COLUMNAR HORNBEAM Ginkgo biloba'Autumn Gold'/ AUTUMN GOLD GINKGO o E Maackia amurensis l AMUR MAACKIA `ev Malus'Schmidtcutleaf (GOLDEN RAINDROPS CRABAPPLE Panotia persicaVanessa'/ VANESSA PERSIAN IRONWOOD 0 Quercus rubs I RED OAK Pinus nigm l AUSTRIAN PINE r.L EXISTING TREE- SEE SITE PREPARATION PLANS FOR -W TREE PROTECTION FENCING AND EXISTING TREES TO BE REMOVED. HATCH PATTERN ON PLANS MAY BE SHOWN IN DIFFERENT ORIENTATION THAN SHOWN ON LEGEND. METRO TRANSIT CAPITAL DIVISION DATA RAPIDRIDE I LINE NOVEMBER 2021 RENTON SEGMENT DMWINO NO. LANDSCAPE PLAN 1U1.11 TAL-B 23+00 TO TAL-B 38+00 5HM'ND' OF 498 XXXX R-4214498 z 0 0 �a rc 001 0 of E gE� q�9 cR� oRo 0 E 1 Aso 4 so S 24+DD TALBOT RD S ZS,DD (TAL-21-LINE) d5 0 nvHasv � No 0 o m INUO \ laAtlaO we �\ \ 313aoNoo \ 60 60% SUBMITTAL R-,WK N BY I API I DATE 1 U2.02 4 M e R 2g+00 26+00 27+00 28+000 � C 1U2.02 11111112.01 4 — dH0 dH0 dH0 _ EX ROW \ 0 2 0 0 bso \ug \ $5ORD �o \ Jacobs / f WAS C.EIMH E 00.1gy NON H Ct OR, C. RJOREA CHECKED: LFRENCH 9S eOKq NOSCPOEPp4 CHECKED: Cn 0 F- Cn L1J U 0 m J METRO PROJECT ENGINEER �Stla � I A I — �1U2.02 Mo TCE I I Ap2g ON109ne j0 acGa 5�00 °o I I 00 a Oo Or \ ss I \ I � \ I \ I o' 20' 40' SCALE:1"=40' P. ENG L9 King County METRO HHaEmND E00588E18 GENERALNOTES 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. LANDSCAPING LEGEND BARK MULCH LAWN SEED SHRUB AND GROUNDCOVER MIX 1: Viburnum davidii I DAVID VIBURNUM Spimea japonica'Walbuma' I MAGIC CARPET SPIREA Polystichum munitum I WESTERN SWORD FERN Helictotnchon sempervirens I BLUE OAT GRASS SHRUB AND GROUNDCOVER MIX 2: Lonicere pileata I BOX -LEAF HONEYSUCKLE Berberis thunbergii'Concorde' I CONCORDE BARBERRY Polystichum munitum I WESTERN SWORD FERN Carex testacea / ORANGE SEDGE SHRUB AND GROUNDCOVER MIX 3: Rosa rugosa'Hansa' / HANSA RUGOSA ROSE Symphoncarpos albus / SNOWBERRY Polystichum munitum I WESTERN SWORD FERN Mahonia repens I CREEPING OREGON GRAPE SHRUB AND GROUNDCOVER MIX 4: MD Species to match existing conditions I Amelanchier laevis/ ALLEGHENY SERVICEBERRY 1 Carpinus betulus'Fastigiate'/ COLUMNAR HORNBEAM Ginkgo biloba'Autumn Gold'/ AUTUMN GOLD GINKGO o E Maackia amurensis l AMUR MAACKIA `ev Malus'Schmidtcutleaf (GOLDEN RAINDROPS CRABAPPLE Pavotia persicaVanessa'/ VANESSA PERSIAN IRONWOOD O Quercus rubs l RED OAK Pinus nigm / AUSTRIAN PINE r.L EXISTING TREE- SEE SITE PREPARATION PLANS FOR -W TREE PROTECTION FENCING AND EXISTING TREES TO BE REMOVED. HATCH PATTERN ON PLANS MAY BE SHOWN IN DIFFERENT ORIENTATION THAN SHOWN ON LEGEND. METRO TRANSIT CAPITAL DIVISION DATA RAPIDRIDE I LINE NOVEMBER 2021 RENTON SEGMENT DI NO LANDSCAPE PLAN 1LI1.12 TAL-21 24+00 TO TAL-21 29+00 5HM'ND' OF 499 XXXX R-4214499 9 302305-9029 54+00 1 302305-9114 / / / / / / o 302305-9030 Ir•J 55+00 I- 302305-9115 60% SUBMITTAL No. I R=_msoN 0 I / / / / / / / BY I APPD I DATE to 56+00 I o 0CV lcvj 2120 0— 440 � TALBOT RD S 57+00 (TAL-21-LINE) ~ 0 yor-------- ' OHP OHP OHP EX ROW 0 302305-9019 Jacobs f WAS C. RREA IUWN O E O 00.1q N NON H Ct D C. RJOREA CHECKED: LFRENCH 9S eOKq NOSCPOEPpG CHECKED: METRO PROJECT ENGINEER UHP 1 U2.02 irRCT 58+00 �- 59+00 / / 0' 20' 40' SCALE: 1"=40' P. ENG L9 King County METRO HNaEmNO E00588E18 GENERALNOTES 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. LANDSCAPING LEGEND / j BARK MULCH LAWN SEED SHRUB AND GROUNDCOVER MIX 1: Viburnum davidii I DAVID VIBURNUM Spimea japonica'Walbuma' I MAGIC CARPET SPIREA Polystichum munitum I WESTERN SWORD FERN Helictotnchon sempervirens I BLUE OAT GRASS SHRUB AND GROUNDCOVER MIX 2: Lonicem pileata I BOX -LEAF HONEYSUCKLE Berberis thunbergii'Concorde' / CONCORDE BARBERRY Polystichum munitum I WESTERN SWORD FERN Carex testacea / ORANGE SEDGE SHRUB AND GROUNDCOVER MIX 3: Rosa rugosa'Hansa' / HANSA RUGOSA ROSE Symphonca\pos albus / SNOWBERRY Polystichum munitum I WESTERN SWORD FERN Mahonia rapers / CREEPING OREGON GRAPE SHRUB AND GROUNDCOVER MIX 4: MD Species to match existing conditions I Amelanchier laevis/ ALLEGHENY SERVICEBERRY 1 Carpinus betulus'Fastigiate'/ COLUMNAR HORNBEAM Ginkgo biloba'Autumn Gold'/ AUTUMN GOLD GINKGO o E Maackia amurensis l AMUR MAACKIA `ev Malus'Schmidtcutleaf (GOLDEN RAINDROPS CRABAPPLE Panotia persicaVanessa'/ VANESSA PERSIAN IRONWOOD p Quercus rubs I RED OAK Pinus nigm / AUSTRIAN PINE EXISTING TREE- SEE SITE PREPARATION PLANS FOR -Wr.L TREE PROTECTION FENCING AND EXISTING TREES TO BE REMOVED. HATCH PATTERN ON PLANS MAY BE SHOWN IN DIFFERENT ORIENTATION THAN SHOWN ON LEGEND. METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT LANDSCAPE PLAN TAL-21 54+00 TO TAL-21 59+00 NOVEMBER 2021 DMWING NO 1U1.13 SHEEING: OF 500 XXXX R-4214500 1 9 2 z 2 x 855860-0035 71+00 TALBOT RD S j (TAL-2I-LINE) i 855860-0040 72+00 - I — p OHP OHP 302305-9040 60% SUBMITTAL No. I R=_msoN I 1 I I II I III II 2 BY I APPD I DATE U I� N 0 ® OHP— Q m C 302305-9044 L 73+00 Ei 855860-0125 � 855860-0130 I� J 74+00 — OHP 75+00 Y EX ROW C I U) TCE 0 7U2.02 H ~ I I � I I 302305-9109 I I I I I Jacobs f WAS C. RREA NN O EC 00.1gN NON H Ct OR, CR . OREA CHECKED: LFRENCH 9S eOKq NOSCPOEPp4 CHECKED: METRO PROJECT ENGINEER 855860-0135 I 1 1 I I I I I I J G H U I 00 M W o /ode g \ —dHO 0 % o 0 7s+o D I Z 0' 20' 40' SCALE: V = 40' P. ENG L9 King County METRO HNaEmNO E00588E18 GENERALNOTES 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. LANDSCAPING LEGEND BARK MULCH LAWN SEED SHRUB AND GROUNDCOVER MIX I: VIBURNUM Viburnum davidii / DAVID VIBURNUM Spimea japonica'Walbuma' I MAGIC CARPET SPIREA Polystichum munitum I WESTERN SWORD FERN °aO°�°eOeO Helictotnchon sempervirens I BLUE OAT GRASS SHRUB AND GROUNDCOVER MIX 2: Lonicem I BOX -LEAF HONEYSUCKLE ppppp pileata Berberis thunbergii'Concorde'/ CONCORDE BARBERRY FERN lrexat Ca stacea / ORANGE SEDGESWORD SHRUB AND GROUN HANSARUGOS Rosa rugosa'Hansa' / HANSA RUGOSA ROSE ® Symphonca\pos albus / SNOWBERRY Polystichum munitum / WESTERN SWORD FERN Mahonia rapers I CREEPING OREGON GRAPE SHRUB AND GROUNDCOVER MIX 4: Species to match existing conditions I Amelanchier laevis/ ALLEGHENY SERVICEBERRY 0 1 Carpinus betulus'Fastigiate'/ COLUMNAR HORNBEAM Ginkgo biloba'Autumn Gold'/ AUTUMN GOLD GINKGO o E Maackia amurensis l AMUR MAACKIA �— Malus'Schmidtcutleaf (GOLDEN RAINDROPS CRABAPPLE Panotia persicaVanessa'/ VANESSA PERSIAN IRONWOOD 0 Quercus rube / RED OAK Pinus nige / AUSTRIAN PINE EXISTING TREE- SEE SITE PREPARATION PLANS FOR -Wr.L TREE PROTECTION FENCING AND EXISTING TREES TO BE REMOVED. HATCH PATTERN ON PLANS MAY BE SHOWN IN DIFFERENT ORIENTATION THAN SHOWN ON LEGEND. METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT LANDSCAPE PLAN TAL-21 71+00 TO TAL-21 76+00 NOVEMBER 2021 1LI1.14 IND: OF 501 XXXX R-4214501 1 9 2 x 2 x 1g168� DOgO O _ 86+00 TALBOT RD S 87+00 (TAL-21-LINE) No 60% SUBMITTAL R-,WK N E BY I APPD I DATE 16�68�Ap10 ROW - i uz.02 0 is 3AZ30�g13A 90+00 %PN CO 91+00 GENERALNOTES 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. LANDSCAPING LEGEND BARK MULCH LAWN SEED SHRUB AND GROUNDCOVER MIX 1: Viburnum davidii I DAVID VIBURNUM Spimea japonica'Walbuma' I MAGIC CARPET SPIREA Polystichum munitum I WESTERN SWORD FERN Helictotnchon sempervirens I BLUE OAT GRASS SHRUB AND GROUNDCOVER MIX 2: Lonicem pileata I BOX -LEAF HONEYSUCKLE Berberis thunbergii'Concorde' / CONCORDE BARBERRY Polystichum munitum I WESTERN SWORD FERN Carex testacea / ORANGE SEDGE SHRUB AND GROUNDCOVER MIX 3: Rosa rugosa'Hansa' / HANSA RUGOSA ROSE Symphoncarpos albus / SNOWBERRY Polystichum munitum I WESTERN SWORD FERN Mahonia rapers / CREEPING OREGON GRAPE SHRUB AND GROUNDCOVER MIX 4: MD Species to match existing conditions I Amelanchier laevis/ ALLEGHENY SERVICEBERRY + 1 Carpinus betulus'Fastigiate'/ COLUMNAR HORNBEAM Ginkgo biloba'Autumn Gold'/ AUTUMN GOLD GINKGO o Maackia amurensis l AMUR MAACKIA l,`d✓/® Malus'Schmidtcutleaf I GOLDEN RAINDROPS CRABAPPLE agy161.0020 Partotia pemice'Vanessa' I VANESSA PERSIAN IRONWOOD DQuercus rubs I RED OAK 0' 20' 40' SCALE: 1"=40' �iaC.obs wAg DLRORFANI PENGcV E° 00.1gy NON H Ct 's� a��e = DRAM L9 King County % C. FLGREANI LFRIENCHECKED PaaEmND METRO LFRENCH E00588E18 eOKq NOSCPOEPp4 CHECKED: CIXITMQw METRO PROJECT ENGINEER C)DODC xx Pinus nigm / AUSTRIAN PINE r.L EXISTING TREE- SEE SITE PREPARATION PLANS FOR -W TREE PROTECTION FENCING AND EXISTING TREES TO BE REMOVED. HATCH PATTERN ON PLANS MAY BE SHOWN IN DIFFERENT ORIENTATION THAN SHOWN ON LEGEND. METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE NOVEMBER 2021 RENTON SEGMENT LANDSCAPE PLAN TAL-21 86+00 TO TAL-21 91+00 1LI1.15 502 XXXX R-4214502 9 0 z 0 x FA / i \ O i \ EX ROW / \ , , PEDESTRIAN RAILING-TYP � 0 \ A i U2.02 i \ � O 33s0p` 00 — — 60% SUBMITTAL I H-, WK N BY I APPD I DATE o�e / 35+00 SE CARR RD 36+00 — —�—� + (CAR -LINE) PEDESTRIAN v i RAILING, TYR / \t Co ui J `�2 W 2�Os I � 9 O� I 9 I Jacobs f WAS C. RREA O ED 00.1gy NON H Ct CR . OREA CHECKED: LFRENCH 9S eOKq NOSCPOEPp4 CHECKED: METRO PROJECT ENGINEER GENERALNOTES 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. LANDSCAPING LEGEND BARK MULCH LAWN SEED SHRUB AND GROUNDCOVER MIX I: VIBURNUM Viburnum davidii / DAVID VIBURNUM Spimea japonica'Walbuma' I MAGIC CARPET SPIREA Polystichum munitum ESTERN SWORD FERN Helictotrichon sempervirens / BLUE OAT GRASS SHRUB AND GROUNDCOVER MIX 2: Lonicem I BOX -LEAF HONEYSUCKLE pileata ENO Berberis thunbergii'Concorde'/ CONCORDE BARBERRY Polystichum munitum / WESTERN SWORD FERN Carex iestacea/ORANGE SEDGE SHRUB AND GROUN Rosa rugosa'Hansa' / HANSA RUGOSA ROSE HANSARUGOS ® Symphoncarpos albus / SNOWBERRY Polystichum munitum I WESTERN SWORD FERN Mahonia rapers / CREEPING OREGON GRAPE SHRUB AND GROUNDCOVER MIX 4: Species to match existing conditions o Q SCALE: 1"=40' P. ENG L9 King County METRO HHaEmND E00588E18 I Amelanchier laevis/ ALLEGHENY SERVICEBERRY 0 1 Carpinus betulus'Fastigiate'/ COLUMNAR HORNBEAM Ginkgo biloba'Autumn Gold'/ AUTUMN GOLD GINKGO o E Maackia amurensis l AMUR MAACKIA `ev Malus'Schmidtcutleaf (GOLDEN RAINDROPS CRABAPPLE Panotia persicaVanessa'/ VANESSA PERSIAN IRONWOOD 0 Quercus rube I RED OAK Pinus nige / AUSTRIAN PINE r.L EXISTING TREE- SEE SITE PREPARATION PLANS FOR -W TREE PROTECTION FENCING AND EXISTING TREES TO BE REMOVED. HATCH PATTERN ON PLANS MAY BE SHOWN IN DIFFERENT ORIENTATION THAN SHOWN ON LEGEND. METRO TRANSIT CAPITAL DIVISION DATA RAPIDRIDE I LINE NOVEMBER 2021 RENTON SEGMENT DMWINO NO. LANDSCAPE PLAN 1LI1.16 CAR 32+00 TO CAR 36+50 s"M'ND' OF 503 XXXX R-4214503 9 2 z 2 x 9 FA / 60% TO BE SUBMITTED AT A LATER DATE / 322305.9040 � / / GO O�_ _ 0 \ / 3 - 2 g� 45+00 SE CARR RD — 44+0+� _ - - - CAR -LINE) 43i0� - �— _ kc> 1V m/ ICV 1299 60% SUBMITTAL No. I R=_, WK N 322305-9299 BY I APPD I DATE `�. Jacobs M ' 46+00 292305-9151 o e— W LJJ 0 W Ld Ln I 'j- _ LY U L..I 0 Z / rV O Q o Q 322305-9237 o' 20' 40' SCALE: 1"=40' C. R-OREANI P. ENG AM C oREANI L9 King County METRO CHELFRIEN PNaEmNa L. FRENCH E0a588E18 METRO PROJECT ENGINEER IcDocooDxx GENERAL NOTES 1. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, CITY OF RENTON STANDARDS, AND THESE PLANS. 2. CONTRACTOR SHALL BE FAMILIAR WITH AND COORDINATE WITH LOCATIONS OF ALL EXISTING AND NEW ON -SITE UTILITIES PRIOR TO COMMENCING ANY 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. LANDSCAPING LEGEND BARK MULCH LAWN SEED SHRUB AND GROUNDCOVER MIX 1: Viburnum davidii I DAVID VIBURNUM Spimea japonica'Walbuma' I MAGIC CARPET SPIREA Polystichum munitum I WESTERN SWORD FERN Helictotnchon sempervirens I BLUE OAT GRASS SHRUB AND GROUNDCOVER MIX 2: Lonicem pileata I BOX -LEAF HONEYSUCKLE Berberis thunbergii'Concorde' / CONCORDE BARBERRY Polystichum munitum I WESTERN SWORD FERN Carex testacea / ORANGE SEDGE SHRUB AND GROUNDCOVER MIX 3: Rosa rugosa'Hansa' / HANSA RUGOSA ROSE Symphoncarpos albus / SNOWBERRY Polystichum munitum I WESTERN SWORD FERN Mahonia rapers / CREEPING OREGON GRAPE SHRUB AND GROUNDCOVER MIX 4: MD Species to match existing conditions ;- I Amelanchier laevis/ ALLEGHENY SERVICEBERRY • I Carpinus betulus'Fastigiate'/ COLUMNAR HORNBEAM Ginkgo biloba'Autumn Gold'/ AUTUMN GOLD GINKGO o E Maackia amurensis l AMUR MAACKIA `ev Malus'Schmidtcutleaf (GOLDEN RAINDROPS CRABAPPLE Panotia persicaVanessa'/ VANESSA PERSIAN IRONWOOD p Quercus rubs I RED OAK Pinus nigm / AUSTRIAN PINE r.L EXISTING TREE- SEE SITE PREPARATION PLANS FOR -W TREE PROTECTION FENCING AND EXISTING TREES TO BE REMOVED. HATCH PATTERN ON PLANS MAY BE SHOWN IN DIFFERENT ORIENTATION THAN SHOWN ON LEGEND. METRO TRANSIT CAPITAL DIVISION PATS "PIDRIDE I LINE NOVEMBER 2021 RENTON SEGMENT DMWINO NO. LANDSCAPE PLAN CAR 42+50 TO CAR 47+50 5HM'NO' O` 1U1.17 504 XXXX R-4214504 1 9 0 z 0 z x 60% TO BE SUBMITTED AT A LATER DATE Z9Z3p5g1g8 � I O � \ \ 923p5915$ I o \� 0 0 x \ N O 00 0°0 00000 m o 0 m o000, o o OO o0iii oo°O8.°000�0� \ o WL 0 r � o 5 00 CARR RD _ T1+00 OHP 49+00 _ —+— - (CAR -LINE) � - -OHP _ �B a� v LIE)_ � —OHP— NOHP— P 0 Q}LI e 0 LO + Po 00oO 0 _ 000 O O oO0 o 0 O h _ -�°� 000 O 000 0 O 0(5 O — 0 0 - �e g a U � rn Z O0O Q O O 0 0 0 0 mice M J O O O (0O p O M = O O O O �1 O tU- m 3 52+00 GENERAL NOTES 1. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE PROJEC 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. m®� LANDSCAPING LEGEND �j/ j BARK MULCH LAWN SEED 00 O On O O _ SHRUB AND GROUNDCOVER MIX I: 1 Viburnum davidii l DAVID VIBURNUM Spiraea japonica'Walbuma'I MAGIC CARPET SPIREA '— Polystichum munitum / WESTERN SWORD FERN Helictotnchon sempernrens l BLUE OAT GRASS LLLI r_I 2 SHRUB AND GROUNDCOVER MIX 2: Lonicara HONEYSUCKLE OOOOO pileata/BOX-LEAF (n rzrz00 Beibens thunbergii'Concorde'/ CONCORDE BARBERRY Polystichum munitum I WESTERN SWORD FERN Lwil s�OOOO{a Carex testacea / ORANGE $EDGE 1n SHRUB AND GROUNDCOVER MIX 3: I Rosa mgosa'Hansa'I HANSA RUGOSA ROSE Ra Symphoncarpos albus / SNOWBERRY O Polystichum munitum I WESTERN SWORD FERN LE) Mahonia repens l CREEPING OREGON GRAPE SHRUB AND GROUNDCOVER MIX 4: Species to match existing conditions ct U Amelanchier laevis l ALLEGHENY SERVICEBERRY ILL) 40 Z • Caipinus betulus'Fastigiata'/ COLUMNAR HORNBEAM J 2 + Ginkgo biloba'Autumn Gold'/ AUTUMN GOLD GINKGO C) o Maackia amurensis/AMUR MAACKIA N 0' 20' 40' SCALE: V = 40' 60% SUBMITTAL `"s41P'c �NealI0nI Np`/eAyCale CR.OREANI P. .ENGD DRAWNJacobs CFLOREANI ... L9 King County CHECKED PN 8 L FRENCH E0566EIMETRO No. RP: WKN BY APPD DATE eO/q NOSCPOEPpG CHECKED: CONTRQw METRO PROJECT ENGINEER C)OODOO D[ ® Malus'SchmidtcutleaA I GOLDEN RAINDROPS CRABAPPLE Pantie persica'Vanessa/ VANESSA PERSIAN IRONWOOD mitre I RED OAK Pinus nigra l AUSTRIAN PINE O EXISTING TREE - SEE SITE PREPARATION PLANS FOR TREE PROTECTION FENCING AND EXISTING TREES TO BE REMOVED. HATCH PATTERN ON PLANS MAY BE SHOWN IN DIFFERENT ORIENTATION THAN SHOWN ON LEGEND. METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT LANDSCAPE PLAN CAR 47+50 TO CAR 52+50 NOVEMBER 2021 DMWING NO 1U1.18 SHEETNO: OF 505 XXXX R-4214505 1 9 0 0 x 0 60% TO BE SUBMITTED AT A LATER DATE re MAIUM L-rr' 00 O W Z J 2 H Q 0' 20' 40' SCALE: 1"=40' 60% SUBMITTAL ON F WA M.��..�. 4'c Nealn Np /yCl C. ROREANI P. ENG Ga��I��Ie = DRAM L9 King County % C. ROREANI IIII LFRIENCHECKED PNaEmND METRO ''"s1F'4 110 `^,`ae LFRENCH E00588E18 No. RP: GIiiN BY APPD DATE eO/q NOSCPOEPpG CHECKED: CONFRQ J'. METRO PROJECT ENGINEER C)OCOGDXX GENERALNOTES 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. LANDSCAPING LEGEND BARK MULCH LAWN SEED SHRUBANDGRI MIX I: DAVID VIBURNUM Viburnum davidii / DAVID VIBURNUM �°eOeO Spimea japonica'Walbuma' I MAGIC CARPET SPIREA Polystichum munitum I WESTERN SWORD FERN Helictotnchon sempervirens I BLUE OAT GRASS #SHRUB AND GROUNDCOVER MIX 2: I BOX -LEAF HONEYSUCKLE #OLonicem pileata ###Berberis 110 thunbergii'Concorde'/ CONCORDE BARBERRY SWORD FERN ### Calrexht stacea / ORANGE SEDGE SHRUB AND GROUN Rosa rugosa'Hansa' / HANSA RUGOSA ROSE HANSARUGOS ® Symphoncarpos albus / SNOWBERRY Polystichum munitum / WESTERN SWORD FERN Mahonia rapers I CREEPING OREGON GRAPE SHRUB AND GROUNDCOVER MIX 4: Species to match existing conditions I Amelanchier laevis/ ALLEGHENY SERVICEBERRY 1 Carpinus betulus'Fastigiate'/ COLUMNAR HORNBEAM Ginkgo biloba'Autumn Gold'/ AUTUMN GOLD GINKGO o E Maackia amurensis l AMUR MAACKIA `ev Malus'Schmidtcutleaf (GOLDEN RAINDROPS CRABAPPLE Panotia persica'Vanessa'I VANESSA PERSIAN IRONWOOL p Quercus rube I RED OAK Pinus nige I AUSTRIAN PINE EXISTING TREE- SEE SITE PREPARATION PLANS FOR -Wr.L TREE PROTECTION FENCING AND EXISTING TREES TO BE REMOVED. HATCH PATTERN ON PLANS MAY BE SHOWN IN DIFFERENT ORIENTATION THAN SHOWN ON LEGEND. METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT LANDSCAPE PLAN CAR 52+50 TO 108TH 4+00 NOVEMBER 2021 DMWING NO 1U1.19 SHEEING: OF 506 XXXX R-4214506 a � 0 rc � 0 W W (n x W E W SKI E3 0 w x i 2 00 O W Z J 2 0 Q arE 108TH AVE SE (SR 515) 5000 \ (108TH-LINE) dHO dH0 _110 DOno I-----� 322305-9016 60% TO BE SUBMITTED AT A LATER DATE M 6+00 GENERAL NOTES 1. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, CITY OF RENTON STANDARDS, AND THESE PLANS. 2. CONTRACTOR SHALL BE FAMILIAR WITH AND COORDINATE WITH LOCATIONS OF ALL EXISTING AND NEW ON -SITE UTILITIES PRIOR TO COMMENCING ANY 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. LANDSCAPING LEGEND BARK MULCH BE LAWN SEED HE 0 SD — ' o VA 7+00 8+ 9+0O � o 322305-9065 SCALE: 1"=40' 60% SUBMITTAL Is WA D-... M.... 4'c H00.1n Np /yCl C. R-OREANI P. ENG a��e = C,LO L9 King County % C. FLOREANI CHECKED FRENC Pa 566EI8 METRO -'�10���� LFRENCH E00588E18 9S eO/q NOSCPOEPp4 CHECKED: LIXITMCTNJ'. RSN010N BY APPD DATE METRO PROJECT ENGINEER CX%%%%%XX SHRUB AND GROUNDCOVER MIX 1: Viburnum davidii I DAVID VIBURNUM Spimea japonica'Walbuma' I MAGIC CARPET SPIREA Polystichum munitum I WESTERN SWORD FERN Helictotnchon sempervirens I BLUE OAT GRASS SHRUB AND GROUNDCOVER MIX 2: Lonicem pileata I BOX -LEAF HONEYSUCKLE Berberis thunbergii'Concorde' / CONCORDE BARBERRY Polystichum munitum I WESTERN SWORD FERN Carex testacea / ORANGE SEDGE SHRUB AND GROUNDCOVER MIX 3: Rosa rugosa'Hansa' / HANSA RUGOSA ROSE Symphonca\pos albus / SNOWBERRY Polystichum munitum I WESTERN SWORD FERN Mahonia rapers / CREEPING OREGON GRAPE SHRUB AND GROUNDCOVER MIX 4: MD Species to match existing conditions I Amelanchier laevis/ ALLEGHENY SERVICEBERRY 1 Carpinus betulus'Fastigiate'/ COLUMNAR HORNBEAM Ginkgo biloba'Autumn Gold'/ AUTUMN GOLD GINKGO o E Maackia amurensis l AMUR MAACKIA O M 2021 `ev Malus'Schmidtcutleaf (GOLDEN RAINDROPS CRABAPPLE Parmtm persica'Vanessa'I VANESSA PERSIAN IRONWOOD +++CCC/// p Quercus rubs I RED OAK Pinus nigm I AUSTRIAN PINE r.L EXISTING TREE- SEE SITE PREPARATION PLANS FOR -W TREE PROTECTION FENCING AND EXISTING TREES T BE REMOVED. HATCH PATTERN ON PLANS MAY BE SHOWN IN DIFFERENT ORIENTATION THAN SHOWN ON LEGEND. ETRO TRANSIT CAPITAL DIVISION DATA RAPIDRIDE I LINE NOVEMBER RENTON SEGMENT DMWING NO. LANDSCAPE PLAN 1LI1.20 108TH 4+00 TO 108TH 9+00 5HM'NO' O` 507 XXXX R-4214507 h R z 0 A E3 305-9055 322305-9105 SO _4— I IS 0) 0c0 00 i O 000080 -�-- ® 00 g 000 a5 as as dH0 2 n T 60% SUBMITTAL No. I R=_msoN BY I APPD I DATE 6 % TO BE SUBMIT �D AT A LATER DATE 074090-012 m i _ Jacobs f WAS C. RREA NH O ED 00.1gy NON H Ct OR, C. RJOREA CHECKED: LFRENCH 9S eOKq NOSCPOEPp4 CHECKED: METRO PROJECT ENGINEER 074050-0005 Q r r r r_ r_ SCALE: V = 40' P. ENG L9 King County METRO HHaEmNO E00588E18 GENERALNOTES 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. LANDSCAPING LEGEND BARK MULCH LAWN SEED SHRUB AND GROUNDCOVER MIX 1: Viburnum davidii I DAVID VIBURNUM Spimea japonica'Walbuma' I MAGIC CARPET SPIREA Polystichum munitum I WESTERN SWORD FERN Helictotrichon sempervirens I BLUE OAT GRASS SHRUB AND GROUNDCOVER MIX 2: Lonicem pileata I BOX -LEAF HONEYSUCKLE Berberis thunbergii'Concorde' / CONCORDE BARBERRY Polystichum munitum I WESTERN SWORD FERN Carex testacea / ORANGE SEDGE SHRUB AND GROUNDCOVER MIX 3: Rosa rugosa'Hansa' / HANSA RUGOSA ROSE Symphonca\pos albus / SNOWBERRY Polystichum munitum I WESTERN SWORD FERN Mahonia rapers / CREEPING OREGON GRAPE MDSHRUB AND GROUNDCOVER MIX 4: Species to match existing conditions I Amelanchier laevis/ ALLEGHENY SERVICEBERRY 1 Carpinus betulus'Fastigiate'/ COLUMNAR HORNBEAM Ginkgo biloba'Autumn Gold'/ AUTUMN GOLD GINKGO o E Maackia amurensis l AMUR MAACKIA `ev Malus'Schmidtcutleaf (GOLDEN RAINDROPS CRABAPPLE Panotia persica'Vanessa'I VANESSA PERSIAN IRONWOOD p Quercus rubs I RED OAK Pinus nigm / AUSTRIAN PINE r.L EXISTING TREE- SEE SITE PREPARATION PLANS FOR -W TREE PROTECTION FENCING AND EXISTING TREES T BE REMOVED. HATCH PATTERN ON PLANS MAY BE SHOWN IN DIFFERENT ORIENTATION THAN SHOWN ON LEGEND. METRO TRANSIT CAPITAL DIVISION DATA RAPIDRIDE I LINE NOVEMBER RENTON SEGMENT DMWING NO. LANDSCAPE PLAN 1LI1.21 108TH 13+00 TO 108TH 18+00 5HM'NO' D` O 2021 508 XXXX R-4214508 E3 z w x rc I 28+00 108TH AVE SE (SR 515) 29+00 arE ('I U25I rl-LINt) 322305-9070 60% SUBMITTAL R-,WK N fi Z J _ 00 Gb LLI CO 9F E Ex ROW — BY I AFRO I DATE 322305-9032 TCE C CZ ---------------- I y I� 9m10-olso / 0 30+00 31+00 0 0 Q ROW - PROPOSED 1 U2.02 DESIGNED. E WAS C. ROMA E O 00.1q N NON H Ct DIUWN C. ROMA CHECKED: LFRENCH 9S eOKq NOSCPOEPpG CHECKED: Jacobs U2.01 1U2.01 \ 322305-9135 � METRO PROJECT ENGINEER 32+00 t _ 0 LU IS 3T+00+00 as —dH0 ° h d i 3223 Cn F-� co co I LU I W I 0' 20' 40' SCALE:1"=40' P. ENG L9 King County METRO HRaEmND E00588E18 GENERALNOTES 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. LANDSCAPING LEGEND BARK MULCH LAWN SEED SHRUB AND GROUNDCOVER MIX I: Viburnum davidii I DAVID VIBURNUM 0 DoSpimea RO°N 001900000 japonica'Walbuma' (MAGIC CARPET SPIREA 000 Polystichum munitum I WESTERN SWORD FERN Helictotnchon sempervirens I BLUE OAT GRASS SHRUB AND GROUNDCOVER MIX 2: Lonicem I BOX -LEAF HONEYSUCKLE pileata 1001 Berberis thunbergii'Concorde'/ CONCORDE BARBERRY SWORD FERN Calrexht stacea / ORANGE SEDGE SHRUB AND GROUN Rosa rugosa'Hansa' / HANSA RUGOSA ROSE HANSARUGOS ® Symphonca\pos albus / SNOWBERRY Polystichum munitum I WESTERN SWORD FERN Mahonia rapers I CREEPING OREGON GRAPE SHRUB AND GROUNDCOVER MIX 4: Species to match existing conditions I Amelanchier laevis/ ALLEGHENY SERVICEBERRY 1 Carpinus betulus'Fastigiate'/ COLUMNAR HORNBEAM Ginkgo biloba'Autumn Gold'/ AUTUMN GOLD GINKGO o E Maackia amurensis l AMUR MAACKIA �— Malus'Schmidtcutleaf (GOLDEN RAINDROPS CRABAPPLE Panotia persica'Vanessa'I VANESSA PERSIAN IRONWOOL 0 Quercus rubs I RED OAK Pinus nigm l AUSTRIAN PINE EXISTING TREE- SEE SITE PREPARATION PLANS FOR -Wr.L TREE PROTECTION FENCING AND EXISTING TREES TO BE REMOVED. HATCH PATTERN ON PLANS MAY BE SHOWN IN DIFFERENT ORIENTATION THAN SHOWN ON LEGEND. METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT LANDSCAPE PLAN 108TH 28+00 TO 108TH 33+00 NOVEMBER 2021 DR WING NO 1U1.22 SHEETND: DE 509 XXXX R-4214509 E3 2 w rc 322305-9035 TCE BOLLARDS 0 a 3 52+00 108TH AVE SE (SR 51 _ 53+00 54+00 (108TH-LINE) %° 3 o so m a z m � z 662340-0101 662340-0107 60% SUBMITTAL No. I R=_msoN BY I APPD I DATE O 000 Jacobs M 0 r-� U 4d �0 O n Q o 3 U a 1 M I � I g I O � I Q II I 1 f WAS C. RREA O E° 00.1gy NON H Ct C. RJOREA CHECKED: LFRENCH 9S eOKq NOSCPOEPp4 CHECKED: METRO PROJECT ENGINEER NO LANDSCAPE WORK SHOWN ON THIS SHEET SCALE: 1"=40' P. ENG L9 King County METRO HHaE6ENO E00588E18 GENERALNOTES 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. LANDSCAPING LEGEND BARK MULCH LAWN SEED SHRUB AND GROUNDCOVER MIX 1: ]1 Viburnum davica'WalVIDVIBURNUM MAGIC Spimea japonica'Walbuma' I MAGIC CARPET SPIREA *090 0. Polystichum munitum I WESTERN SWORD FERN 000 Helictotnchon sempervirens I BLUE OAT GRASS SHRUB AND GROUNDCOVER MIX 2: Lonicem I BOX -LEAF HONEYSUCKLE ppppp pileata Berberis thunbergii'Concorde'/ CONCORDE BARBERRY FERN lrexat Ca stacea / ORANGE SEDGESWORD SHRUB AND GROUN Rosa rugosa'Hansa' / HANSA RUGOSA ROSE HANSARUGOS ® Symphoncarpos albus l SNOWBERRY — Polystichum munitum I WESTERN SWORD FERN Mahonia rapers I CREEPING OREGON GRAPE SHRUB AND GROUNDCOVER MIX 4: Species to match existing conditions C I Amelanchier laevis/ ALLEGHENY SERVICEBERRY 1 Carpinus betulus'Fastigiate'/ COLUMNAR HORNBEAM Ginkgo biloba'Autumn Gold'/ AUTUMN GOLD GINKGO o E Maackia amurensis l AMUR MAACKIA Malus'Schmidtcutleaf (GOLDEN RAINDROPS CRABAPPLE Panotia persicaVanessa'/ VANESSA PERSIAN IRONWOOD p Quercus rubs / RED OAK Pinus nigm / AUSTRIAN PINE r.L EXISTING TREE- SEE SITE PREPARATION PLANS FOR -W TREE PROTECTION FENCING AND EXISTING TREES T BE REMOVED. HATCH PATTERN ON PLANS MAY BE SHOWN IN DIFFERENT ORIENTATION THAN SHOWN ON LEGEND. METRO TRANSIT CAPITAL DIVISION DATA RAPIDRIDE I LINE NOVEMBER RENTON SEGMENT DMWING NO. LANDSCAPE PLAN 1U1.23 108TH 52+00 TO 108TH 57+00 5HM'NO' O` O 2021 510 XXXX R-4214510 NOTES: 1. IF TREE IS LOCATED BEHIND THE SIDEWALK. SEE DETAIL B/1U2.01 2. P F N P P 3. F B P 4. N P No Q 0 0 tt 4 DEI VLV I IVIY DECIDUOUS TREE PLANTING WITH WATER BAG IN PLANTER & ROADWAY MEDIAN DETAIL SCALE: NITS 1U2.01 SPECIFIED TRIANGULAR SPACING CENTER OF GROOR + /T I / SHRUB PLANTS, + (X' SHRUB PLANTS, TYP +�+� t 1/2 SPECIFIED SPACING, ° UNLESS OTHERWISE NOTED ° a IN PLANTING SCHEDULE °v "v ° CURB, SIDEWALK OR " PAVING EDGE PLAN GROUNDCOVER & SHRUB PLANTING LAYOUT DETAIL SCALE: NITS 1U2.01 60% SUBMITTAL REv612A BY 1 APP'D I -ATE L OF TREE TRUNK TREE STAKE AND TREE TIES PARALLEL TO WALK AND CURB WATER RING SHALL BE 6" FROM EDGE OF TREE STAKE TREE TIES; SECURE TO TREE STAKE WITH #2 PENNY COMMON NAIL (ONE PER STAKE) TREETRUNK ROOTBALL LOOP DIAMETER SHALL BE 6"-8" GREATER THAN TREE TRUNK DIAMETER; SECURE LOOP WITH OVERHAND SLIPKNOT, PULLED AGAINST A SECOND OVERHAND KNOT, TIED ON THE TREE TIES ROOT BARRIER MIN. 1O'LX2'D CENTER LENGTH ON TREE, BOTH SIDES OF PLANTER STRIP 'SELY TENSIONED 2B, KEEP CLEAR NN Y ONLY, REFER IISH GRADE E TRUNK MULCH OR SEED 3OND BREAK MATERIAL, DID UNDERMINING ID COMPLETELY REMOVE I ROOTBALL; COMPLETELY DM TOP 1/3 OF ROOTBALL f 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. J m 0 0 K 0 UNDISTURBED TO 85 % MAX D E 4 WATER RING SHALL BE 6" FROM EDGE OF TREE STAKE TREETRUNK TREE TIES; SECURE TO TREE STAKE WITH #2 PENNY COMMON NAIL (ONE PER STAKE) TREE STAKE ROOTBALL LOOP DIAMETER SHALL BE W-8" GREATER THAN TREE TRUNK DIAMETER; SECURE LOOP WITH OVERHAND SLIPKNOT, PULLED AGAINST A SECOND OVERHAND KNOT, TIED ON THE TREE TIES (ACHED TO TREE WITH LOOSELY TENSIONED ARALLEL TO WALK AND CURB, KEEP CLEAR :R BAG :D LOOSELY TO ALLOW FOR I TO BE 1" HIGHER THAN FINISH GRADE :P MULCH 2" CLEAR OF TREE TRUNK 21OR TO PLACING MULCH 'LANTING SOIL & ATER SETTLE DES OF PLANTING HOLE TREE IN PLANTING PIT, CUT AND COMPLETELY REMOVE AND/OR WIRE BASKETS FROM ROOTBALL; COMPLETELY GROW BAGS; CUT BURLAP FROM TOP 1/3 OF ROOTBALL S5W&HUOUS TREE ftAWJWNaT BURLAP FROM PLANTING PIT AT BACK OF SIDEWALK DETAIL SCALE: NTS 1U2.01 WATER RING SHALL BE 6" FROM NOTES: EDGE OF TREE STAKE TREE TIES; SECURE TO TREE STAKE WITH #2 1. TREE PIT WIDTH SHALL NOT BE LESS THAN 2 TREE TRUNK / PENNY COMMON NAIL (ONE PER STAKE) TIMES THE ROOT BALL DIAMETER ROOTBALL 2. STREET TREES SHALL NOT BE PLACED WITHIN TREE STAKE THE SIGHT DISTANCE TRIANGLE 3. INSTALL A MINIMUM 24" DEEP ROOT CONTROL LOOP DIAMETER SHALL BE 6"-8" GREATER THAN TREE BARRIER AT GRADE TO AT LEAST 6" BELOW THE \ / TRUNK DIAMETER; SECURE LOOP WITH OVERHAND ROOT BALL; 10' LONG CENTERED ON TREE IN SLIPKNOT, PULLED AGAINST A SECOND OVERHAND LOCATIONS AS INDICATED ON PLANTING PLANS. PLAN KNOT, TIED ON THE WEBBED FABRIC TAPE 2-2"X2"12' STAKES ATTACHED TO TREE WITH LOOSELY TREETRUNK TENSIONED TREE TIES, INSTALL PARALLEL TO WALK AND CURB, KEEP CLEAR OF ROOTBALL & WATER BAG On I 4 z 12" GREATER UNDISTURBED EX SOIL OR SOIL COMPACTED — THAN DIA OF TO 85 % MAX DRY DENSITY, VERIFY POSITIVE ROOTBALL DRAINAGE PRIOR TO PLANTING - 2 TREE TIES ATTACHED LOOSELY TO ALLOW FOR MINOR SWAYING - WATER BAG - TOP OF ROOT CROWN TO BE 1" HIGHER THAN FINISH GRADE 3" HT WATER RING 3" MULCH DEPTH, KEEP MULCH 2" CLEAR OF TREE TRUNK FINISH GRADE PRIOR TO PLACING MULCH OR SEED — BACKFILL WITH PLANTING SOIL & THOROUGHLY WATER SETTLE 1:1 SLOPE ON SIDES OF PLANTING HOLE AFTER PLACING TREE IN PLANTING PIT, CUT AND COMPLETELY REMOVE STRINGS, TWINE, AND/OR WIRE BASKETS FROM ROOTBALL; COMPLETELY REMOVE FABRIC GROW BAGS; CUT BURLAP FROM TOP 1/3 OF ROOTBALL AND REMOVE CUT BURLAP FROM PLANTING PIT COfl EE PLANTING AT BACK OF SIDEWALK DETAIL rD� SCALE: NTS 1U2.01 -m �EO�N BWRi�R�ANS NOeN�^ C^a N PEN0 DRA"acobs C ELGREANI " L19 Ming County CHECKED PRWECTNM LFRENCH EM566E18 METRO Ts Na O a` COKq NO CPOEPPC CHECKEDCCMFACTNO'. METRO PROJECT ENGINEER CXX%RRRRX METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT LANDSCAPE DETAILS NOVEMBER 2021 DRAWING NO 1 U2.01 SHEETNO: C£ 511 XXXX R-4214511 DEPTH TO SUBGRADE, SEE STEP" FINISH GRADE IN SEEDED AREAS, FINISH GRADE WILL BE 1/2" BELOW ADJACENT SCARIFY 4" DEPTH CURB, WALL, OR PAVING --NN PLANTING SEED OR SOIL MULCH UNDISTURBED EXISTING SOIL OR FILL COMPACTED TO 85% MAXIMUM DRY IL " DENSITY, TYP; VERIFY POSITIVE 1 DRAINAGE PRIOR TO CONSTRUCTION SECTION STEP 1 STEP 2 STEP 3 STEP 4 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. LEVEL WITH TOP OF ADJACENT CURB OR PAVING UNDISTURBED EXISTING SOIL OR FILL COMPACTED — TO 85% MAXIMUM DRY DENSITY, TYP; VERIFY — POSITIVEDRAINAGE L� PRIOR TO CONSTRUCTION NOTES: 1. ALL DIMENSIONS INDICATE COMPACTED DEPTHS. 2. REMOVE STRUCTURAL FILL AND CONSTRUCTION DEBRIS PRIOR TO BEGINNING WORK. SEED LAWN & MULCH SOIL PREP DETAIL SCALE: NTS 1 U2.02 3" MULCH DEPTH, INSTALL TOP NOTE OF MULCH FLUSH WITH TOP OF 1. ALL DIMENSIONS INDICATE ADJACENT CURB OR PAVING COMPACTED DEPTHS. LEVEL WITH TOP 2. REMOVE STRUCTURAL FILL INSTALL PLANTS AND CONSTRUCTION DEBRIS OF ADJACENT FINISH GRADE PRIOR TO BEGINNING WORK. CURB OR PAVING - PLANTING SOIL UNDISTURBED r T r ; •-' M EXISTING SOIL OR I 1 I F FILL COMPACTED I GDTO 85%MAXIMUMDRY DENSITY, TYP;VERIF��DRAINTO CONSTRUCTION I I III=� SECTION STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 1 STEP 2 STEP 3 STEP 4 EXCAVATE EXISTING SOIL TO THOROUGHLY SCARIFY INSTALL 8" DEPTH OF INSTALL PLANTS. 11" DEPTH BELOW ADJACENT SUBGRADE TO A MIN 10" PLANTING SOIL & WATER CURB OR PAVING. AVOID DEPTH. OWNER'S REP SHALL SETTLE/COMPACT PRIOR TO STEP 5 UNDERMINING ADJACENT REVIEW & APPROVE WORK INSTALLING PLANTS. REVIEW INSTALL 3" MULCH DEPTH. CURB OR PAVING SUBBASE PRIOR TO PROCEEDING TO FINISH GRADE WITH OWNER'S MATERIAL. PROVIDE STEP 3. REP PRIOR PERCOLATION TEST PER TO PLANTING. SPECS, PRIOR TO PROCEEDING TO STEP 2 SOIL PREP FOR PLANTING AREAS WITHOUT TREES DETAIL SCALE: NTS 1 U2.02 60% SUBMITTAL No. I REVGI'A By I APPD I -ATE SECTION STEP 1 STEP 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. .;acobs 3" MULCH DEPTH, INSTALL TOP OF MULCH FLUSH WITH TOP OF NOTE ADJACENT CURB OR PAVING 1. ALL DIMENSIONS INDICATE INSTALL PLANTS COMPACTED DEPTHS. FINISH GRADE 2. REMOVE STRUCTURAL PLANTING SOIL FILL AND CONSTRUCTION r � DEBRIS PRIOR TO r BEGINNING WORK. H- _ zi " STEP 2 STEP 3 STEP 2 THOROUGHLY SCARIFY SUBGRADE TO A MIN 12" DEPTH. OWNER'S REP SHALL REVIEW & APPROVE WORK PRIOR TO PROCEEDING TO STEP 3. STEP 4 STEP 5 STEP 3 INSTALL I2"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. SOIL PREP FOR SHRUB & GROUNDCOVER PLANTING AREAS WITH TREES DETAIL SCALE: NTS 1 U2.02 F W A 6 C. ROREA EC BRiRN NON N n�1 C^ `o OdI1 t1b6eNi°.i wuwN: U C. R O07A CHECKED .m C��h W LFRENCH NSCO qN0 CPEEPPCa CHECKED' METRO PROJECT ENGINEER J m O Of TOP OF ROOT CROWN TO BE FLUSH WITH FINISH GRADE 3" BARK MULCH DEPTH; KEEP MULCH LAYER AWAY FROM FOLIAGE FINISH GRADE PRIOR TO PLACING BARK MULCH LIGHTLY SCARIFY ROOTBALL TO LOOSEN ROOTS PRIOR TO PLANTING 1:1 SLOPE ON SIDES OF PLANTING HOLE BACKFILL WITH PLANTING SOIL & THOROUGHLY WATER SETTLE UNDISTURBED EX SOIL OR EX SOIL COMPACTED TO 85% MAX DRY DENSITY; VERIFY POSITIVE DRAINAGE PRIOR TO CONSTRUCTION PLANTING HOLE TO BE 6" LARGER THAN DIA OF ROOTBALL FOR PLANTS WITH 1 GAL CONTAINERS, 12" LARGER THAN DIA OF ROOTBALL FOR PLANTS FROM 2 GAL CONTAINERS GROUNDCOVER & SHRUB PLANTING P. ENG w King County METRO PRWEUNO: EM566E18 00558E �� DETAIL SCALE: NTS 1 U2.02 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT LANDSCAPE DETAILS NOVEMBER 2021 DRAWING NO 1 U2.02 SHEETNO: DE 512 XXXX R-4214512 BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R 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 100, 123' 172' 74' 100, 150, PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED LEGEND FLAGGING STATION s = p TEMPORARY SIGN LOCATION ® CHANNELIZING DEVICES w PROTECTIVE VEHICLE �r 60% SUBMITTAL P W� REVISION SIGN SPACING = X (1) RURAL HIGHWAYS 60 / 65 MPH 800' RURAL ROADS 45 / 55 MPH 500' RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' RURAL ROADS, URBAN ARTERIALS, 25 / 30 MPH RESIDENTIAL & BUSINESS DISTRICTS 200' (2) URBAN STREETS 25 MPH OR LESS 100' (2) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ONE -LANE, TWO-WAY TRAFFIC CONTROL WITH FLAGGERS NOT TO SCALE DESIGNED. WIPROVED: Jacobs AWILO PENG e DRAWN C. WILCOX CHECKED: PRQIECTNO: CHECKED N E00588E18 CHECKED: LIXIiFACi NJ'. BY APPD DATE METRO PROJECT ENGINEER CXXXXXXXX W20-713 (OPTIONAL IF 40 MPH OR LESS) BE PREPARED T(1 CT0P . WORK rn 48" JELIZATION DEVICE RACING (FEET) TAPER TANGENT 10 TO 20 80 10 TO 20 60 10 TO 20 40 E. _. _... _.. ... ..._ ........__.—... EVICE TAPER ACROSS SHOULDER IS RECOMMENDED. 3. NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT FLAGGING STATIONS. SEE THE STANDARD SPECIFICATIONS FOR ADDITIONAL DETAILS. 4. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. L9 King County METRO METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT TRAFFIC CONTROL PLAN NOVEMBER 2021 1 TC 1.01 SHEETNOOF 513 XXXX T-4214187 R-4214513 MINIMUM LANE CLOSURE TAPER LENGTH = L (feet) LANE Posted Speed (mph) WIDTH (feet) 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 550 - - - 11 115 165 225 295 495 550 605 660 - - 12 125 180 245 320 540 600 660 720 780 840 MINIMUM SHOULDER TAPER LENGTH = L/3 (feet) SHOULDER Posted Speed (mph) WIDTH (feet) 25 30 35 40 45 50 55 60 65 70 8' 40 40 60 90 120 130 150 160 170 190 10, 40 60 90 90 150 170 190 200 220 240 USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THEN 81. LEGEND A TEMPORARY SIGN L ® TRAFFIC SAFETY DRUM �J SEQUENTIAL ARROW SIGN f TRANSPORTABLE ATTENUATOR PCMS PORTABLE CHANGEABLE MESSAGE SIGN No 60% SUBMITTAL R-,WK N W20-5R SIGN SPACING = X (1) FREEWAYS & EXPRESSWAYS 55 / 70 MPH 1500' RURAL HIGHWAYS 60 / 65 MPH 800, RURAL ROADS 45 / 55 MPH 500' RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' RURAL ROADS & URBAN ARTERIALS 25 / 30 MPH RESIDENTIAL & BUSINESS DISTRICTS 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. CHANNELIZATI N D VICE SPACING feet MPH TAPER TANGENT s0/70 40 80 35/45 30 60 25/30 20 1 40 BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 1 30 1 35 1 40 1 45 1 50 55 60 65 70 LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT I > 22,000 lbs. <45 MPH 45-55 MPH > 55 MPH <45 MPH 45-55 MPH > 55 MPH 100, 123' 172' 74' 100, 150' PCMS 1 2 RIGHT 1 MILE LANE AHEAD CLOSURE 2.0 SEC 2.0 SEC FIELD LOCATE 1 MILE ± IN ADVANCE OF LANE CLOSURE SIGNING. NOTES 1. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. 2. EXTEND DEVICE TAPER AT L/3 ACROSS SHOULDER. 3. DEVICES SHALL NOT ENCROACH INTO THE ADJACENT LANE. 4. USE TRANSVERSE DEVICES IN CLOSED LANE EVERY 1000' (FT) (RECOMMENDED). 5. DEVICE SPACING FOR THE DOWNSTREAM TAPER SHALL BE 20' (FT). SINGLE -LANE CLOSURE FOR MULTI -LANE ROADWAYS 6. ALL SIGNS ARE BLACK ON ORANGE. NOT TO SCALE DEscNED. MPRMD: METRO TRANSIT CAPITAL DIVISION Jacobs DRAMA. P. `,!�, ENG RAPIDRIDE I LINE TO% C. WILCOX ^_ Kin Count w CHECKED: RRWECTND: _i METRO TRAFFIC SEGMENT r S. FORMPN EN566E18 AFFIC CONTROL PLAN 'TlpHpy$� CHECKED: CONTFACTNJ'. BY APPD DATE METRO PROJECT ENGINEER CXXXXXXXX NOVEMBER 2021 1 TC 1.02 1 514 X We T-4214188 R-4214514 MINIMUM LANE CLOSURE TAPER LENGTH = L (feet) LANE Posted Speed (mph) WIDTH (feet) 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 550 - - - 11 115 165 225 295 495 550 605 660 - - 12 125 180 245 320 540 600 660 720 780 840 MINIMUM SHOULDER TAPER LENGTH = L/3 (feet) SHOULDER Posted Speed (mph) WIDTH (feet) 25 30 35 40 45 50 55 60 65 70 8' 40 40 60 90 120 130 150 160 170 190 10, as 60 90 90 150 170 190 200 220 zao USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THEN 81. 1 C^KT&I , 0 TRAFFIC SAFETY DRUM SIGN SPACING = X (1) FREEWAYS & EXPRESSWAYS 55 / 70 MPH 1500' RURAL HIGHWAYS 60 / 65 MPH 800, RURAL ROADS 45 / 55 MPH 500' RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' RURAL ROADS & URBAN ARTERIALS 25 / 30 MPH RESIDENTAL & BUSINESS DISTRICTS 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. W4-2(L) - - - - - - - - - - -U3 - - - ® ® ® - ® t 48" ROAD WORK HEAD 48" 48" W20-1 RIGHT W4-2(L) TWO LANES CLOSED IN TEMPORARY SIGN LOCATION SEQUENTIAL ARROW SIGN W20-501 o TRANSPORTABLE ATTENUATOR PCMS PORTABLE CHANGEABLE MESSAGE SIGN ® TEMPORARY SIGN LOCATION (5' FT MOUNTING HEIGHT) 60% SUBMITTAL Jacobs REVISION BY I APPD I DATE PCMS 1 2 2 LANES CLOSED AHEAD WATCH FOR SLOW TRAFFIC 2.0 SEC 2.0 SEC BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R 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 100, 123' 172' 74' 100, 150' FIELD LOCATE 1 MILE ± IN ADVANCE OF LANE CLOSURE SIGNING. 1000' or X I SEE NOTE 4 CHANNELIZATION DEVICE SPACING feet MPH TAPER TANGENT 50170 40 80 35/45 30 60 25/30 20 40 N ®® , T ® ® _ _ _ _ _ _ ® _ _ _ _ _ — WORK AREA NOTES 1. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. 2. EXTEND DEVICE TAPER AT L/3 ACROSS SHOULDER. 3. DEVICES SHALL NOT ENCROACH INTO THE ADJACENT LANES. 4. USE TRANSVERSE DEVICES IN CLOSED LANE EVERY 1000' (FT) (RECOMMENDED). 5. DEVICE SPACING FOR THE DOWNSTREAM TAPER SHALL BE 20' (FT). 6. ALL SIGNS ARE BLACK ON ORANGE. DOUBLE -LANE CLOSURE FOR MULTI -LANE ROADWAYS NOT TO SCALE A. VILLAR P. ENG -µp ro , DRAWN: C. WILCOX L9 King County CHECKED PaaE6ENO: Np1 O.�a prgtyg4�0 S. FOR CHECKED N E00588E18 METRO 'TIpHAy$� CHECKED: LIXIiMCi NJ'. METRO PROJECT ENGINEER CXXXXXXXX METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT TRAFFIC CONTROL PLAN NOVEMBER 2021 1 TC 1.03 1 515 XXXX 1 T-4214189 R-4214515 S T-4214190 R-4214516 BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 93900 TO 22,000 lbs. HOST VEHICLE WEIGHT > 22,000 lbs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH 100, 123' 172' 74' 100, 150, PROTECTIVE VEHICLE (WORK VEHICLE) = R KIII&IN LEGEND q TEMPORARY SIGN LOCATION ® CHANNELIZING DEVICES SEQUENTIAL ARROW SIGN ® PROTECTIVE VEHICLE PCMS PORTABLE CHANGEABLE MESSAGE SIGN N TEMPORARY SIGN LOCATION (5' MOUNTING HEIGHT) No 60% SUBMITTAL REVISION BY I AFRO I DATE SIGN SPACING = X (1) RURAL ROADS 45 / 55 MPH 500' RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' RURAL ROADS & URBAN ARTERIALS 25 / 30 MPH 200, (2) RESIDENTAL & BUSINESS DISTRICTS 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. WORK E" Elyllil MINIMUM TAPER LENGTH = L (feet) LANE Posted Speed (mph) WIDTH (feet) 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 - - - - 11 115 165 225 295 495 550 - - - - 12 125 180 245 320 540 600 - - - - PCMS #1 1 2 RIGHT 1 MILE LANE AHEAD CLOSURE 2.0 SEC 2.0 SEC FIELD LOCATE IN ADVANCE OF TEMPORARY SIGNS. NOTES CHANNELIZATION DEVICE SPACING feet MPH TAPER TANGENT 50 40 80 35/45 1 30 60 25/30 1 20 40 PCMS #2 1 2 CENTER LANE CLOSED NO LEFT TURNING 2.0 SEC 2.0 SEC FIELD LOCATE IN ADVANCE OF TEMPORARY SIGNS. 1. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. 2. RECOMMEND EXTENDING DEVICE TAPER (L/3) ACROSS SHOULDER. 3. FOR POSTED SPEED LIMITS OF 30 MPH OR LESS, USE SIGN W1-3 IN LIEU OF SIGN W1-4. 4. ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. RIGHT LANE CLOSURE WITH SHIFT - 5 LANE ROADWAY NOT TO SCALE DESIGNED. W R04ED: VILLAR ON A P. ENG p DRAWN: , ro � King County w % C. WILCOXWILCG S.FORCHECKED: RRDJED<ND: METRO Np1 O.�a prgEyg4�0 CHECKED N E00566CONTRAE18 'TIEhIAyB� CHECKED: CONTRACTNO METRO PROJECT ENGINEER ICXXX%%%XX METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT TRAFFIC CONTROL PLAN NOVEMBER 2021 1 TC 1.05 1 517 X We T-4214191 R-4214517 BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 TRANSPORTABLE ATTENLIATOR ROLL AHEAD DISTANCE = R 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 100, 123' 172' 74' 100, 150' PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED LEGEND b TEMPORARY SIGN LOCATION ® CHANNELIZING DEVICES SEQUENTIAL ARROW SIGN ® PROTECTIVE VEHICLE PCMS PORTABLE CHANGEABLE MESSAGE SIGN 60% SUBMITTAL No I R7VGI'A W20-5L SIGN SPACING = X (1) RURAL ROADS 45 / 55 MPH 500' RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' RURAL ROADS & URBAN ARTERIALS 25 / 30 MPH 200' (2) RESIDENTAL & BUSINESS DISTRICTS 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 MINIMUM TAPER LENGTH = L (feet) LANE Posted Speed (mph) WIDTH (feet) 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 - - - - 11 115 165 225 295 495 550 - - - - 12 125 180 245 320 540 600 - - - - CHANNELIZATION DEVICE SPACING feet MPH TAPER TANGENT 50 40 80 35/45 30 60 25/30 20 40 AS 2 NO LEFT TURNING 2.0 SEC IN ADVANCE I RY SIGNS. NOTES LEFT LANE AND CENTER TURN LANE 1. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. CLOSURE - 5 LANE ROADWAY 2. ALL SIGNS ARE BLACK ON ORANGE. NOT TO SCALE DESIGNED'. APPROVED : DATE: Is METRO TRANSIT CAPITAL DIVISION NovaMlaaR zozl vaCObS NSN PE"` RAPIDRIDE I LINE �� DRAWN: , °T � King County b °y C. WIICGX CHECKED: PRWECTND: DRAWING NO. RENTONSEGMENT S.FORMFN E00588E18 METRO TRAFFIC CONTROOLLPLAN AN 1TC1.06 CHECKED: CONTRACTING SHEETNO: OF BY APP'p i:TE METRO PROJECT ENGINEER CXX%RRRRX 518 xxxx T-4214192 R-4214518 CHANNELIZATION DEVICE SPACING feet MPH TAPER TANGENT 50170 40 80 35/45 30 60 25/30 20 40 48" ' ROAD ' WORK ' HEAD ' NE LANE W20-1 �' ROAD AHEAD 48X W20-4 BE OPREPARED , TO STOP 48" 48"" x ' i W20-7B 48" x / W20-7A ✓� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - II I X X X L L/2 X X 48' 48" 48" ROAD NN WNN ORK I �� HEAD 48" 48" 48" W20-1 W4-2(L) W20-7A 48" nnPREPARE RIGHT LANE OCLOSED AUCA„ W20-5R W20-7B FLAGGING STATION p TEMPORARY SIGN LOCATION ® CHANNELIZING DEVICES DCD SEQUENTIAL ARROW SIGN PROTECTIVE VEHICLE - RECOMMENDED 0 TEMPORARY SIGN LOCATION (5' MOUNTING HEIGHT) 60% SUBMITTAL MINIMUM TAPER LENGTH = L (feet) LANE Posted Speed (mph) WIDTH (feet) 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 550 - - - 11 115 165 225 295 495 550 605 660 - - 12 125 180 245 320 910 600 660 720 - - 48" BE PREPARED O TO STOP 48" 48" W20-7B 48" W20-7A I 48" CENTER LANENN CLOSED AHEAD 48" 48" 48" W2 -5C ROAD WORK i HEAD 48" 48" Wd_911 \ W20-1 L I X X PA -- - - - - - - - - - - - - - - - — BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED(MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 99900 TO 229000 lbs. HOST VEHICLE WEIGHT > 22,000 lbs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH 100, 123' 172' 74' 100, 150' PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED INTERSECTION LANE CLOSURE - FIVE LANE ROADWAY NOT TO SCALE DESIGNED. W ROVED: .Jacobs CC. WIA. LCOX PENG pt q'WSBa,O DRAWN: T� % WILCOO X 4 CHECKED: PRQIECT NO: Np *w) CHECKED N E00588E18 CHECKED: LIXIiFACi NJ'. no. REVISION BY AFRO DATE METRO PROJECT ENGINEER CX%%%%%XX SIGN SPACING = X (1) RURAL HIGHWAYS 60 / 65 MPH 800' RURAL ROADS 45 / 55 MPH 500' RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' RURAL ROADS & URBAN ARTERIALS 25 / 30 MPH RESIDENTAL & BUSINESS DISTRICTS 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. 10 OPTIONAL IF 40 MPH OR LESS NOTES 1. RECOMMEND EXTENDING DEVICE TAPER (L/3) ACROSS SHOULDER. 2. IF A SIGNAL IS PRESENT, IT SHALL BE SET TO "RED FLASH MODE" OR TURNED OFF DURING FLAGGING OPERATIONS. 3. MAINTAIN A MINIMUM OF ONE ACCESS POINT FOR EACH BUSINESS WITHIN WORK AREA LIMITS. 4. ALL SIGNS ARE BLACK ON ORANGE. L9 King County METRO METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT TRAFFIC CONTROL PLAN NOVEMBER 2021 1 TC 1.07 SHEETNOOF 519 XXXX T-4214193 R-4214519 8 R8-3 INSTALL ON TYPE 2 BARRICADES THROUGHOUT THE WORK AREA N 24" x 30" 24 HOURS PRIOR TO IMPLEMENTING TRAFFIC CONTROL. ARKING R/W PRIOR NOTIFICATION OF LOCAL LAW ENFORCEMENT REQUIRED. NOTES 1. CONTROLS SHOWN ARE FOR PEDESTRIAN TRAFFIC ONI v 2. A 60" PATH WIDTH SHOULD BE MAINTAINED (48" IS THE 3. CONTACT AND COORDINATE IMPACTED TRANSIT AGEN PRIOR TO IMPLEMENTING ANY CLOSURES. 4. SEE SHEET TC-52 FOR TEMPORARY PEDESTRIAN RAMF 5. ADA PEDESTRIAN FACILITIES MUST BE MAINTAINED. SE STANDARD SPECIFICATION 1-10.2(1)B. 6. TEMPORARY PEDESTRIAN PUSH BUTTONS SHALL BE P THE DIVERTED PATH WHEN EXISTING BUTTONS ARE N( ACCESSIBLE TO PEDESTRIANS. No LEGEND IN TEMPORARY SIGN LOCATION ® CHANNELIZING DEVICES ® PEDESTRIAN CHANNELIZING DEVICES ® TEMPORARY PEDESTRIAN RAMP FOR SIDEWALKS ® TEMPORARY SIGN LOCATION (5' MOUNTING HEIGHT) 60% SUBMITTAL R2vGI0v BY I APPD I DATE SIDEWALK DIVERSION SIDEWALK DETOUR INTERSECTION PEDESTRIAN TRAFFIC CONTROL NOT TO SCALE DESIGNED'. APIR04ED: .Oa c0 b s DAWN P. ENG MWN: King County C.ECKEDX `.FORM RRD,EDE18 METRO It CHECKED N EODBBBEIBcnml(m: CONIFACTNO'. METRO PROJECT ENGINEER ICxffiX%RRx METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT TRAFFIC CONTROL PLAN NOVEMBER 2021 1 TC 1.08 1 520 )O= I T-4214194 R-4214520