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HomeMy WebLinkAboutWTR2703430.4r Q0 0 N 0 N N C"..J 3 Ln QC co U 0 U i o, 0 0 i z W 0 .a ry I 0 u7 Q0 0 i z O z W 0 f-- U w O a_ r' CURRAN PLC ftft r r 19 29 - EXISTING 2 I18" C.I. f \- r WATER CONSTRUCTION NOTES CONTINUED 15 FURNISH AND INSTALL WATER SERVICE METER PER Rf_NTON STD PLAN 320.1 - 320.3 AND CONNECT TO EXISTING SERVICE LINE. APPROXIMATE STA 20+01.5, 65.0' RT APPROXIMATE STA 22+23.2, 69.7' RT 1 - 3/4" METER 1 - 3/4" METER 1 - METER BOX 1 - METER BOX APPROXIMATE STA 23+83.6, 52.5' LT 1 - 1" METER 1 - METER BOX 19 FURNISH AND INSTALL 18" CLASS 52. DUCTILE IRON WATER PIPE AS NECESSARY (LENGTH OF PIPE MAY VARY DEPENDING ON PLACEMENT OF COUPLING) TO INSTALL COUPLING AND CONNECT TO EXISTING SYSTEM. 20 FURNISH AND INSTALL 12" CLASS 52 DUCTILE IRON WATER PIPE AS NECESSARY (LENGTH OF PIPE MAY VARY DEPENDING ON PLACEMENT OF COUPLING) TO INSTALL COUPLING AND CONNECT TO EXISTING SYSTEM. NUIMBEP I REVISION DESCRIPTION I BY I APP. I DATE 29 FURNISH AND INSTALL BUTTERFLY VALVE. STA 251+30.5, 8.1' RT 1 - 18" BUTTERFLY VALVE, MJxMJ STA 22+68.2, 34.3' RT 1 - 18" BUTTERFLY VALVE, MJxMJ STA 21+98.5, 45.5' LT 1 - 18" BUTTERFLY VALVE, MJxMJ -10 WAS y� �o N 11-14-11 SURVEYED: DRAWN BY: DESIGN BY: KPG SOD/KH SOD/KH 20320 F �FcrsTE ti�� L CHECK BY: PROJ MGR: JLF JF FILE: 0655DWAT01.dwg STA 248+12.3, 11.1' RT 1 - 18" BUTTERFLY VALVE, MJxMJ STA 22+81.0, 48.7' RT 1 - 18" BUTTERFLY VALVE, MJxMJ 753 9th Avenue N 2502 Jefferson Avenue Seattle, WA 98109 Tacoma, WA 98402 (206) 286-1640 (253) 627-0720 www.kpg.com ARBY'S 30 FURNISH AND INSTALL 18" CLASS 52 DUCTILE IRON WATER PIPE. W=343004 GENERAL WATER CONSTRUCTION NOTES 1. SEE GENERAL WATER CONSTRUCTION NOTES ON NEXT SHEET. WATER CONSTRUCTION NOTES FURNISH AND INSTALL CLASS 52 DUCTILE IRON WATER PIPE. SEE WATER LAYOUT TABLE FOR STATION, OFFSET AND SIZE, THIS SHEET. O FURNISH AND INSTALL LONG SOLID SLEEVE COUPLING AND PROVIDE CONNECTION TO EXISTING WATER MAIN. SEE TYPICAL CONNECTION TO EXISTING MAIN DETAIL, SHT 142. APPROXIMATE STA 21+94.1, 50.5' LT APPROXIMATE STA, 22+10,29. 31.3' I T' 1 - 18" COUPLING, MJxMJ 1 - 18" COUPLING, MJxMJ APPROXIMATE STA 22+64.4, 29.8' RT APPROXIMATE STA 22+90.9, 60.1' RT 1 -- 18" COUPLING, MJxMJ 1 - 18" COUPLING, MJxMJ APF'ROXIMATE STA 251+37.3, 7.9' RT APPROXIMATE STA 248+19.1, 11.0' RT 1 - 18" COUPLING, MJxMJ 1 - 18" COUPLING, MJxMJ APPROXIMATE STA 248+05.7, 11.0' RT APPROXIMATE STA 251+13.9, 8.8' RT 1 - 18" COUPLING, MJxMJ 1 - 18" COUPLING, MJxMJ APPROXIMATE STA 22+57.6, 41.7' RT 1 - 12" COUPLING, MJxMJ SEE CONNECTION 5A, 5B & 5C, SHT 143, FOR INSTALLATION OF COUPLING APPROXIMATE STA 22+94.8, 46.3' RT 1 - 12" COUPLING, MJxMJ SEE CONNECTION 5A, 5B & 5C, SHT 143, FOR INSTALLATION OF COUPLING APPROXIMATE STA 22+19.6, 44.9' LT 1 -- 12" COUPLING, MJxMJ SEE CONNECTION 6, SHT 143, FOR INSTALLATION OF COUPLING w `'' �3 FURNISH AND INSTALL TEE. Cn CD LO STA 22+04.0, 39.3' LT STA 22+73.0, 39.7' RT + 1 - 18"x18"x12" TEE, MJxMJxFL 1 - 18"x18"x12" TEE, MJxMJxFL N 1 - 12" D.I. NIPPLE, MJxMJ 1 - 12" 45' BEND, FLxFL Q 1 - 12" GATE VALVE, FLxFL 1 --- 12" CATE VALVE, FI_xMJ 1 - THRUST BLOCK 2 - THRUST BLOCK w z STA 22+85.8, 54.2' RT = 1 - 18"x18"X12" TEE, MJxMJxFL ,C.)- 1 - 12" GATE VALVE, FLxMJ Q 1 - THRUST BLOCK �7 FURNISH AND INSTALL 45 DEG BEND. STA 23+01.7, 40.2' RT STA 22+10.8, 45.27' LT 1 - 12" 45' BEND, MJxMJ 1 - 12" 45' BEND, MJxMJ 1 _. THRUST BLOCK 1 - THRUST BLOCK 10 FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STANDARD PLAN 310.1. STA 21 +61.5, 52.3' RT STA 23+54.7, 61.7' LT STA 24+02.6, 60.5' RT CORRESPONDING SHEETS WATER LAYOUT TABLE STA 20+50 OFFSET LT - - OFFSET RT 40.5' _ SIZE 12DD 21 +00 -- 40.5' 12" 21 +50 -- _ 40.5' 12" 22+00 -- 39.8' 12" 22+50 44.5' 41.3' A 12" 23+00 44.5' -- 12" 23+50 44.5' 40.5' 12" 24+00 44.5' _ 40.5' 12" 24+50 44.5' 40.5' 12" WATER LEGEND -- CITY OF RENTON BID Public Works Department DOCUMENTS APMOVED FOR CONSTRUCTION /Z BY: DATE: ABANDON OR REMOVE EXISTING WATER MAIN PROVIDE RESTRAINED JOINTS PER SPECIFICATIONS CATEGORY SHEET RIGHT OF WAY PLANS EXISTING CONDITIONS ---� ; 10 58 SITE PREPARATION & TESC PLAN 72 ALIGNMENT PLAN 84 ALIGNMENT PROFILE 96 DRAINAGE PLANS 0 � DRAINAGE PROFILE 116,117 WATER PLAN - WATER PROFILE 149,157 JOINT UTILITY TRENCH PLAN 167 JOINT UTILITY TRENCH PROFILES 183 PROPERTY RESTORATION PLANS 198 CHANNELIZATION & SIGNING PLAN _ 220 ILLUMINATION PLANS 231 IRRIGATION PLAN 285 LANDSCAPE PLAN 297 RAINIER AVENUE S (SR 167) S G RA DY WAY TO S 2 N D ST WATER PLAN STA 20+00 TO STA 24+50 DRAWING NO. 135 PROJECT NO. TED403430 FED AID NO. -CM0167 048) DATE: NOV 2011 SHEET NO. _135 OF 3v,4