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HomeMy WebLinkAboutW-421404T 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