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Home My WebLink AboutS-22260A8184 -16 Brush TRILLIUM M.H. ? 4 STA. CORPORATION N 6s728,26 72s.2s ' ' E54044.46 WE1ANDS BOUNDARY-07/!t WITH DROP NL SS MH 6 V SLT FENCE CITY OF RENTON TREES Z UTILITY RELOCATION NOTES: sazE VAL ✓E j2 L� . OAKESDALE A�fE TEL STA M68i -95 — — --• — — ��A _ ' 12"W — .tee.- �.- ..s...�- �-�'-- ® START 1 -0 WATER LINE �tNITH COUPLING OMANHOLE AS SHOWN DER STUB TO NEW METRO + o 22 1 �' 0MH 1 6 - © O PIPES AND FITTINGS T STORM SEWER WITH NEW S N 7 APPROX. LIMITS OF t �� 15 1 v _�.: OTELEPHONE TO BE RELOCATED AS REQUIRED ` 00 11 1 4- _ EXCAVATION. (TYP) ° h 4 ANDOFITTINGS EXISTING WATER LINE WITH NEW PIPES - Mo9.t,�� J - z�- — M7 { - -' M71 +00 c< 05RELOCATE EXISTING GAS LINE AS REQUIRED - — — r i M72+00 � M73 — — W _ - - — — RELO CATE CA T E E I STI P G WATER L INE AS REQUIRED U IRED 6 9 OU= 1 W •= 7 2 +- - 0 0• - WITH SEWER LINE T N 73 7 RECONNECT EXISTING SANITARY �� 0 4 1 5 RELOCATE EXIST. 4 IP GAS LINE Z AS REQUIRED (APP OX. STA M53 +50 - -- - •- .,, — ONEW PIPES AND FITTINGS Z APPROX- _4:S OF TO M81 +25) ��y� J V EXCAVATION (TYP) � 1l w ®RECONNECT EXISTING GAS LINE AS oCOU 10 IN CB 0 o o = REQUIRED. - U O ALL WORK OUTSIDE PAVED AREAS TO BE ENCLOSED 72- METRO p Q BY SILT FENCING 10 — Brush a� - TEL Brush 12 ' -- d Brush BURLINGTON NORTHERN N —sD MH 1a P,IM 116.69 '' °� IE 109.59 15" 5 - 15 PLUG AND ABANDON EXISTING SANITARY SEWER zo 0 20 ao o RAILROAD PLAN IE 110-49 12" E u, LINE. PLUG TO BE OF 1000 P51 (MIN.) CONCRETE, SCALE 1 " =20' z) COMPLETELY FILLING ABANDONED LINE FOR A Q BURLINGTON NORTHERN RAILROAD E MINIMUM 2 LINEAR FEET- SCALE IN FEET - - - � 16 ABANDON EXISTING 12" WATER LINE - (1 ° °20 REMOVE EXISTING VALVES. PLUG ALL OPEN ENDS. ') FOR UTILITY LOCATIONS IN KING COUNT)!. CALL 1-500- 424 -5555 BEFORE DIGGING- - - - 130 CONTRACTOR WARNINIM 130 APM X[MIATE C NTRACT M SNALL I I ! ! z ALL UTILI Y LOCATK 8 TO DETEF MINE ANY CONFUCT& 30 I' j 125 I iii I I 125 01- o�X0 j k € Ld w C/) I f 1 3 +DUO r I �o - CE LINE OF RELINE o (((a� I E EINE O EE 120 120 W I I I i co 115 — — —7 -- CD - -� -- ! — — •1 115 110 I j W 110 W G ; I I i I t I I Z I I J i I 105 105 to I f I Z OJ 0 III t } 100 on 100 I I t I = o { a rt _ LL LU CONNECT ISTING 8° 108a SS 0 0.048 t I ( v 95 I INV. 98.14 SANITARY EWER TO I i 95 E_ CALES HO Z. 1 ° =2 I VEI T- 1 5' O 90 � 2 aZ a' 26. §8+00 69 +00 70 +0 71 +00` 2 +00 73 +00 1-32362 Q REVISED TO REFLECT KING COUNTY CONSTRUCTION RECORDS 7/96 - - ELEVATION Q M.OR t°O Cr, _ EQUALS UEAU SE0. LLl1EL.T929 - 0 S E T R ® - O� _ fty!. � Qs -c.x cs.(ALUD4EQ �s4�) B.T. i O - �C..LY 1�6 Inc. See original fie copes for Garr Struthers Associates, ncDRAWN: CHECKED: SCALE: FILE NO: ® .4 y submittal an approval J.N-w. G.T./B:T. HORIZ:1 " =20' 90UTN INTERCEPTOR u- PARAU EL z A76 2955 80th Avenue SE signatures, and r engineer's RECOMMENDED: VER 1-1 -5 DRAWING NO: O Mercer Island, WA. professi n l seal PROVED- CONTRACT NO: PLAN AND PROFILE C108 NO: REV] ON BY DATE - - - 9 6 - W/N 29 -94 STA 68 +00 TO STA 73 +00 SHEET N0: OF IAIW - 27- ? ?1 13 32 r D E F G IM % P' "2GoA N R O d I I] L 2 ROLL 1 _ _ -3 4