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HomeMy WebLinkAboutWTR2703430.11WATER CONNECTION GENERAL NOTES a� N O LLJ P� :n QD 0 i a Cn z i L,n Lid i z 0 1 W 0 Ly W. REINFORCED CONC. WALL FOOTING OR BASE OF STRUCTURAL EARTH WALL AND FOUNDATION PAD. SEE WALL PLANS, PROFILES & DETAILS, SHTS 28-35. z CASING SEAL 2' MAX CASING DETAIL STD. WALL NTS FEEL CASING PIPE . PIPE CASING SPACER "A" WATER SEf TION A -A N TS NOTES: 1. CASING SEAL BRICK IN AND MORTAR FINISH. 2. PROVIDE MiN 3 CASING SPACERS PER PIPE LENGTH. 3. EXTEND STEEL CASING 4.5' FROM FRONT FACE AND BACK FACE OF WALL, OR WALL FOOTING, WHICHEVER IS WIDER. 1 /2" MIN. CLEARANCE BETWEEN STEEL CASING & END BELL OF D.I. PIPE CASING PIPE "B" DIA. STD. STEEL PIPE "A" PIPE SIZES "B' CASING SIZES MIN CASING WALL THICKNESS 6" 12" 1 /4" �— 81$ 16„ 1 /4„ 10" 20" 1 /4" 12" 24" 1 /4" 14" 28" 1 /4" 16" 32" 1 /4" STEEL CASING FOR WATER DETAIL NTS D.I. LONG SOLID SLEEVE Cni IDI inir_ (kA 11 IEW DUCTILE RON PIPE EX. PVC, D.I. OR C.I. PIPE SPACED (DUTCHMAN) TYPICAL CONNECTION TO EXISTING WATER MAIN DETAIL NTS 1. REMOVE ANY CONFLICTING EXISTING WATER PIPES, FITTINGS, THRUST BLOCKING, OR APPURTENANCES AS NECESSARY TO INSTALL CONNECTIONS TO EXISTING WATER MAINS. 2. THE CONNECTION "#" DETAILS SHOWN ARE INTENDED TO DEMONSTRATE THE VARIOUS STEPS AND SEQUENCING REQUIREMENTS BEFORE EACH CONNECTION CAN BE MADE TO THE CITY OF RENTON'S WATER SYSTEM. ALL EXISTING AND FUTURE IMPROVEMENTS, INCLUDING UTILITIES, ARE NOT SHOWN ON THE CONNECTION "#" DETAILS. FOR ADDITIONAL WATER CONSTRUCTION INFORMATION, SEE SHTS 132-141. SEE APPLICABLE CONTRACT DRAWINGS FOR ALL OTHER INFORMATION. CONNECTION 1 TO EXISTING WATER MAIN EX. 12" WATER EX. DEAD -MAN BLOCK CONNECTION 1 DETAIL SEE PLAN SHT 132, PROFILE SHT 146 APPROXIMATE STA 11+15.8, 31.2 LT EX. 12" C.I. TO BE ABA! rAj I CONNECTION 3 DETAIL SEE PLAN SHT 134, PROFILE SHT 156 APPROXIMATE STA 16+28.2, 72.2' LT F- NEW 12" D.I. WATER STUB NEW 12" D.I. WATER LA. I vH I t VALVE IN VAULT NOTES: REMOVE EXISTING END CAP AND CONNECT NEW 12" D.I. WATER STUB TO EXISTING 12" D.I. PIPE WITH 12" SOLID SLEEVE COUPLING (MJ), AND D.I. SPOOL, AND SHACKLE TO EXISTING VALVE WITH 4-3/4" RODS. EX. 12" C.I. \A/ NECTION 3 TO WATER — TING WATER .MAIN Cl mr-kin 1M4 03 REMOVE TEMPORARY FIRE HYDRANT AND 12" END CAP. SEE WATER BYPASS PLANS, SHT 160. CONNECT NEW 12" D.I. WATER STUB TO EXISTING 12" C.I. WATER WITH 12" 22.5'+11.25° BENDS AND BLOCKING, 12" SOLID SLEEVE COUPLING OR ADAPTOR AND D.I. SPOOL. CAP EXISTING 12" WATER WITH 12" MJ CAP. EX. 12" C.I. WATER k \a NEW 12" D.I. WATER STUB D3 & D3A CONNECTION 2 DETAIL SEE PLAN SHT 133 APPROXIMATE STA 14+98.0, 69.4' LT NEW 12" D.I. WATER — 8" C.I. WATER EX. 8" C.I. WATER CONNECTION 4 DETAIL SEE PLAN SHT 134 APPROXIMATE STA 18+33.3, 63.0' RT 0 5 10 20 30 SCALE IN FEET - CONNECTION 2 TO EXISTING WATER MAIN /— NEW 11.25' BEND EX. 90' BEND AND BLOCKING EX. 12" C.I. WATER TO BE ABANDONED -� ­r •-21 n 1 -1.--- NOTES: REMOVE TEMPORARY FIRE HYDRANT AND 12" END CAP. SEE WATER BYPASS PLANS, SHT 160. REMOVE EXISTING 90' BEND AND BLOCKING AND CONNECT NEW 12" !D:I. WATER STUB, TO EXISTING 12" C.I. WA TL-R WITH 12" SOLID SLEEVE COUPLING (MJ) OR ADAPTOR AND D.I. SPOOL. CAP EXISTING WATER LINE WITH MJ CAP. NEW 8" D.I. WATER STUB CONNECTION 4 TO EXISTING; WATER MAIN W=343011 NOTES: REMOVE TEMPORARY FIRE HYDRANT, 2" SERVICE LINES AND 8" END CAP. SEE WATER BYPASS PLANS, SHT 161, REMOVE EXISTING 8" TEE AND BLOCKING FOR INSTALLATION OF NEW TEE AND BLOCKING. ABANDON AND REMOVE EXISTING 8" C.I. WATER PIPE AND CONNECT NEW 8" Q.I. WATER STUB TO EXISTING 8" C.I. WATER WITH 8" SOLID SLEEVE COUPLING (MJ) OR ADAPTOR AND D.I. SPOOL. GIAco 11-14-11 SURVEYED: KPG _ �� 1 RAINIER AVENUE S (SR 167) DRAWING NO. 142 _ DRAWN BY: SOD Kph - CITY OF RENTON S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 DESIGN BY: SOD BID — Public Works Department 753 9th Avenue N 2502 Jefferson Avenue FED aIIJ NO. CPa10167(048) CHECK BY: JLF Seattle, WA 98109 Tacoma; WA 98402 zDOCUMENTS APPROVED FOR CONSTRUCTION DATE: NOV 2011 o3zo 11 �wx (206) 286-1640 (253) 627-0720 � WATER DETAILS PROJ MGR-. JF �ssIaNAL V11 www.kpg.com BY:. / DATEa��j�7 SHEET NO. 142 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DWATDET01.dwg a z t7 a �y CJ � w 0 7. ON 0