Loading...
HomeMy WebLinkAboutTED4001425.4jLi)1 ! AftY WpT f..tt ''� IG Td 'Mj 8 - IG -6Z i 5M//Y�CIJ 4 N91!/ AV ?/L 0 &W.0 . Rz. a MCC. 8-13 -b7 B0. 4MLrY ie /7t� �3 e, lAX*l4'D Gft"47 _ C1lwD?"STr. /xw 4l04lpb)G1'YE6TaPl1 nXMY S-L4 -di 44/ ADDED HtW 6 WATER LIME 9 - I - 81 L.EL �-1`05r nDicaroa VALVE. NEF 6LF OF to DI.P 5PRIN *ER VAULT. 5EC WATER MA N. DETAIL Is 5HEET C- 9. 11* x 45 15END kucornc. bW4. APPROX. 40 Lr Of I; Dif WATER MAIf1. 5M 1" = 40' 4 SCALE PLAM FOR COrff INUATIOM AND COMECTI01'I • TO EXI5TIMLI WATER MAIN wginKLER VAULT DETAIL SCALE: I" =10' C I NA �Ja e IZ"W 1 .e ' i I t o :S Q t oe 400 noTc 6" s. M. LF 5Hown -s 15 Mid TO EX15TIM 55 STU 15(TYF) 5EE '1'IOTE5 TO CONTRACTOR' s, Z, THIS SHEET. �' / � - i. +!` ^. ... �.Y. �fi •r � _ �. .�. TES ` ��� ^ Or rr 40 s I L_ I ..ram -N _ o PACIFIC Inv r1• 0 I �*1� 15 LF s = O.06Za 5LD 1, C.O. IMU = U7.00 LE: 1 "340' sii�vci ¢,� A,3- 60M A.vA,L_ PRINKL R NOTE NOTE: WATER IN CONTRACTOR TO VERIFY WITH ARCHIT CT THE SIZE OF SPRINKLER VICE LIN TO EACH BUILDING. FOUR INCH DUC IRO PIPE, CLASS 50, IS TO BE UTILIZED. RINKLER INSTALLER MAY REQUIRE \ LARGER LINE SIZE. LOCATIO OF ENTRY POINT INTO EACH UILDING IS HOWN SCHEMATICALLY. VERIFY CATION OF PRINKLER VALUING PRIOR TO STALLATION ADJACENT TO BUILDING. � LEGEND LEW NI TARY SEW MAIN W/LINE SIZE A MANHOLE ...P L3. <)... IST 0 SANITARY WER MAIN W/LINE SIZES MANHOLE S.SVC $ E ICE LINE W 0" BUILDING CLEANOUT 0— M IN LI CLEANOUT (•") — beWATER G GATE LVE W/LINE SIZE NEW Frio my T ASK Y, a"as"a 6"TEE, $" GAT[ VALVE NY T KNO W/ TE BLOCKI 0,MECMAN ICAL JOINTS (Md) UNLESS NOTED LINE CAP W/COMCRETE BLO KING TEE, MECHANICAL JOINT$ E$S NOTED —04— - EXISTING WAT9A MAIN Ill GATE VALVE I EXISTING IFIRE HYDRANT ASSEMBLY S.S. &I _ STREET SERVIC9,MMTIR METER, W.M. NOTES TO CONTRACTOR I. CONTRACTOR TO BE RESPONSELE FOR OBTAINING A COPY OF THE LATEST CITY OF RENTON STANDARD DETAILS. 2. CONTRACTOR TO FIELD VERIFY LOCATIONS AND INVERTS OF 6" STUBS FOR ENTIRE PROJECT PRIOR TO INSTALLATION OF ANY SANITARY SEW NOTIFY ARCHITECT AND/OR ENGINEER OF ANY DISCREPANCIES OR CONFLICTS (6" PVC SANITARY SEWER SIDE SERVICE LINE LENGTH$, SLOPES, AND INVERTS SHOWN ARE t ). 3. SEE WATER NOTES, SHEET C- 7 , FOR INFORMATION CONCERNING THE PURCHASE AND INSTALLATION OF WATER METERS. 0. �NY HYDRANTS WHICH ARE TO SE RELOCATED SHALL BE REBUILT, OR REPLACED WITH NEW HYDRANTS, AS NECESSARY. Ai.L WORK TO BE DONE IN ACCORDANCE WITH CITY OF RENTON STANDARDS AND SPECIFICATIONS. S. CONTRACTOR TO PROVIDE AS-BIALTS OF HYDRANTS AND NEW INSTALLATIONS UPON COMPLETION. z O E-4 z w t� 0 O ti I N N O O �p N p W N w N Z Z 0 0 a a Q > O W O a=) 0c) H m 0 c� 0 m U z z W Z °O (� z z N h+M S Z z ~ J N cr LL Y PROJECT tVO. 8? - 07 DRAWN BY aw ISSUE DATE A- Z7- e)l LATEST REV. 6. OWNER TO PROVIDE AN AS-BUWT DRAWING OF WATER - q 3f- SYSTEM UPON COMPLETION. EASEMENT TO BE VERIFIED FOR ACCURACY PRIOR TO RECORDING BY CITY. O 7. WATER SYSTEM AS BUILT WILL REFLECT NEW STATIONING /P THROUGH ENTIRE EASEMENT AREA. AS -BUILT SHALL BE CERTIFIED CORRECT BY ENGINEER. OF C�PJ INEERIN MPANY 0 r N 0 N CIVIL ENGINEERING AND PLANNING CONSULTANTS 1A4 f 0 a