Loading...
HomeMy WebLinkAboutW-024610Li V) (L > F- c1r) 0 m :z al :z 1 D < W < Lj 0 Cl z F- 2 10 i i 2q - 1:3 W wjo SCALE- 1"=A& Uj cu Ir Ir: 1-- w I cr 2 1-- 0 iu) (o L,, j 0 ARE 6 >- MAINTA.IN, A03Ll-.T AWYQ 0- 1 - F- 0 Z-,40ULI�,ER A F?Pr))ktMb0 F AREA Fl L LOCATE EX I ST I WG I? 'WATER Li WE -�l I- AS NEICESSAR� 11,4 COMPLIANI-L W / SPEC. PF CONNECT WITH ;-12"W�I-SEND(MJ) 'ov. �a. PROPOSED 12-C.I.VVA7ERl-(WE X 41 L T J5 1.kFj 1EO, IE I- X t 7. F4 . F., 4 49�! iC.A2 ---- ---- I SANITARY 5EWER EXIST. a /41 - 77w- � GRANT AVE s Xll/ A/ co EXI5TIKIG 6'C-1 WATER LINE EAGLE RIDGE DRIVE "o MIFYIST FIRE HYDRANT L1191,TIOM 2 STPA,10+IS LOCATE EXIST 8" WATER LINE 4 COWWECT I_10:75-00 -jf IRE HYDR4WT PER CITY OFREWTOW STAN OARDS BEN50N APP`R0,)T-0 -- CITY ENGIWEER r DATE REIW-TOm,WA3I-IIIWGTOK, SCALE-I-A.O• r`.. � ` c AP F.}.I'.T WAD C F%L,, AS I R eCl ArPROX- r-X 5T r,50 NOTE: PUGET DR IVE 12"CA.WATER LINE TO `/ E5E COW5T.UW0ER EX- iST. 2A" STORM Ll WE NAIMIMUMCLEAR- t5cy ANCE OF 18" 2"AIR� VACUUM. RELEA- ASSE M En5L'( PER CITY REM-TON STANDARDS. I TEE (M J) -I I -G.V. OA,J) Fill I I 1 -12' - IC."GLT E VALVE - H VY CLA55 SO (M.J.) NO R I Z. Qt-4- I I'IA* BE N 0 (F E 4 MJ.) PRECASr STANDARD VALVE CHAMBERS (5EE N07F- N-5) L ARGE VALVE CHAMBER - 4PWA 5TO PLAN N'� INVERT fj. L —I 1 11 ---- -- - — C) + 00 i5ELOW SURFA'CE L9 $F ROW PIT A / lz- Q�'A!;�, Y VAC ,i. / PT, A. - -C�nc TEE W; 4; rv. EP, L%me 4;5 -- �8 11 1 1 1� - - — — T 7 EXISTIN RO SEID 8'C. I. WATER LINE df.v. (M J.)- EXIST BURIED TELFPHOWE CABLE-) of .255 10 7.52 3.L-FIRL HYDRANT PER CITY 0F GENERAL NOTES: I ALL WORK SHALL COMPLY WIT" CITY OF RENTON 57AWDARDS, AND WILL BE SL13JF-CT 'TO HNSFEC-TIW� I APPROVAL- BY THAT MUNICIPALITY 2. ALL WATER MAINS SHALL BE CAST IRON FIRE UNLESS 07PERWI5E NOTED. 3. ALL JO: WT5 FOR FITTINGS SHALL BE MECHANICAL. .4+ EX15TING UTILITIE5 AS SHOWN ON THESE PLANS ARE FOR REFERENCE ONLY AND ARE NOT TO BE INTERPRETED AS THEIR EXACT LCCATION.T7 -!E. CONTRACTOR SHALL BE RES- PONSIBLE FOR LOCATION AND PROTECTION OF ANY EXISTING UTILITIES WITHIN THE PROJECT LIMITS. 5. PRECAST VALVE.CIALMBER WITH ONE I' RISER EQUAL TO APVVA :`(1-3 STANDARD PLAN NS Gq SHALL BE U5ED FOR GATE VALVES 12" AND LARGER. G. JACK CROSSING UNDER BENSON ROAD. 1(,'C:,l WA7E.RLiN5 1 4v Q C) c. �-A—RA, c, -r 4-- pk - PLIGET WE57ERNANC. GRANT ST. 15ENSON RD. WATER PLAN FEB,5,19C.8 f 5RYANT 2E18SION 2120 "GR