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Home My WebLink AboutzS-4214SetN 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