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Home My WebLink AboutW-343012a M i 0 E3 i 24 NEW 12" D.I. WATER / CONNECTION SD TO NEW 18" D.I. WATER — _ EXISTING WATER MAIN @ 249 STEP 2 �y, C.I. '7C'i T STEP 1 WATER -,v w / STEP 1, SEE CONNECTION 5A, — — va�JJ v✓— — — — 5B & 5C BELOW E%. 18' C.I. WATER NEW 18' D.I. WATER a FO ° a FO a ° a O O ° CI TCONNETON 6 O x EXISTING WATER MAIN CONNECTION 5D DETAIL NOTES: SEE PLAN SHT 135, PROFILE SHT 157 SEE CONNECTION SA, 5B & SC CONNECTION 5D - APPROXIMATE 7TH AVE STA 248 +12.31 11.1' RT BELOW, THIS SHEET, FOR NOTES. (J A NEW 127 D.I. WATER AD DO 1 SEE STEP 3 BELOW 251 NEW 18° D.I. WATER 1 — EX. 18" C.I. WATER 40 CA �JI ^YL JI IL IL J X400, SEE STEP 2 SEE STEP 1 BELOW BELOW CONNECTION 5C TO r ' CONNECTION SB TO EXISTING WATER MAIN - EXISTING WATER MAIN SEE STEP I CONNECTION 6 DETAIL SEE PLAN SHT 135, PROFILE SHT 157 CONNECTION 50 - APPROXIMATE STA 22 +04.0, 39.3' LT NEW S' D.I. WATER STUB CONNECTION 8 TO EXISTING WATER MAIN EX WATER NEW 12" 22.5' BEND NOTES: STEP I REMOVE TEMPORARY SERVICE LINE, SEE WATER BYPASS PLANS, SHT 161. REMOVE SECTION OF EXISTING 18' AND 8" WATER LINES, 18 "x8" TEE, VALVE, BEND AND BLOCKING AND CUT -IN NEW 18 °x12' TEE, 18° BUTTERFLY VALVE AND 12" GATE VALVE. STEP 2: AFTER ALL TESTING, POLY -PIG CLEANING, DISINFECTION AND FLUSHING, CONNECT NEW 12" D.I. WATER TO NEW 12" VALVE WITH 12' SOLD SLEEVE COUPLING (MJ) NEW 12" D.I. WATER `</N // '// <�`/ NEW 8° D.I. WATER STUB CONNECTION 7 DETAIL NOTES: SEE PLAN SHT 136 REMOVE TEMPORARY FIRE HYDRANT, CONNECTION 7 - APPROXIMATE STA 2fi +11.2, 40.3' RT 8° END CAP AND 2" SERVICE UNE. SEE WATER BYPASS PLANS, SHT 161. CONNECT NEW 8° D.I. STUB TO EXISTING 8" C.I. WATER WITH 8" SOLD SLEEVE COUPLING PER CITY OF RENTON STD. PLAN 300.5 3a EX. 8° D.I. WATER a CONNECTION 9 TO EXISTING WATER MAI Nx Qo NEW 12' D.I. - WATER NEW 10" D.I. 4 ° a WATER STUB T !L� a E%. 10" D I. WATER 7 I IttF�'I � CONNECTION 8 DETAIL NOTES CONNECTION 9 DETAIL SEE PLAN SHT 136 SEE PLAN SHT 136, PROFILE SHT 157 CONNECTION 5A, 5B, $ 5C DETAIL NOTES: CONNECTION 9 - APPROXIMATE STA 27 +26.3, 72.8' LT REMOVE TEMPORARY 3" SERVICE LINE, CONNECTION 9 - APPROXIMATE STA 28 +61.6, 60.5' RT SEE WATER BYPASS PLANS, SHT 161. SEE PLAN SHT 135, PROFILE SHT 157 STEP 1: CUT -IN 2 NEW BUTTERFLY VALVES (5C & 5D) ON EXISTING 18" C.I. WATER LINE AT STA CONNECT NEW 8" D.I. STUB TO CONNECTION 5A - APPROXIMATE STA 22 +73.0, RT, 39.7' RT 248+123, 11.1' RT & 251 +30.5, 8.1' RT. ON 50, FIRE HYDRANT ASSY PER C.O.R. STD PLAN 310.1 EXISTING 8" C.I. WATER WITH 8" SOLID NOTES: CONNECTION 5B - APPROXIMATE STA 22 +85.8, 54.2' RT SLEEVE COUPLING PER CITY OF CONNECTION 5C - APPROXIMATE 7TH AVE STA 251 +30.5, B.1' RT STEP 2: CUT -IN 2 NEW 18'x12' TEES, 18' BUTTERFLY VALVES AND 12' GATE VALVES AT STA 22 +73.1, RENTON STD. PLAN 300.5 REMOVE TEMPORARY FIRE HYDRANT AND 10" END CAP. SEE WATER 39.7' RT (5A) AND 22 +85.8, 54.2' RT ISE). BYPASS PLANS, SHT 161. CONNECT NEW 10" D.I. STUB TO EXISTING 10" D.I. WATER WITH 10' SOLID STEP 3; AFTER ALL TESTING, POLY -PIG CLEANING, DISINFECTION, AND FLUSHING OF NEW UNES, CONNECT 0 5 10 20 30 SLEEVE COUPLING (MJ) PER CITY OF RENTON STD. PLAN 300.5 2 NEW 12' WATER UNES TO ABOVE NEW 12" VALVES WITH 12" SOLID SLEEVE COUPLINGS (MJ) AND D.I. SCALE IN FEET SPOOLS. RECORD DRAWINGS I JLF I JAF 1 3/20141 suavFYFD. KPG All RAINIER AVENUES (SR 167) DRAWING NG. 143 DRAWN BY. SOD KpG CITY OF RENTON RECORD N S GRADY WAY TO S 2ND ST PRDJEGTNO TEDaos(04 DESIGN BY SOD i6{g�,q�pN 75PtJNTetmAUnu P„eu�wo,ks Department CHECK BY JLF Batlb,W,1BB14B TpxIq WAS DRAWINGS DATE IJG. -0MO�B) PFGJ MGW. JF 211140 V4&I DRAWINGS APPROVED FOR CONSTRUCTION WATER DETAILS ATE MAR 2014 w¢Ypgmn BY DATE SHEET NO iaa of aoa uuMBER REmsiou RESOD wnou By APP. DATE File �owaoeraI.aa / NEW 18" D.I. WATER — CONNECTION 5A TO EXISTING WATER MAIN — (J A NEW 127 D.I. WATER AD DO 1 SEE STEP 3 BELOW 251 NEW 18° D.I. WATER 1 — EX. 18" C.I. WATER 40 CA �JI ^YL JI IL IL J X400, SEE STEP 2 SEE STEP 1 BELOW BELOW CONNECTION 5C TO r ' CONNECTION SB TO EXISTING WATER MAIN - EXISTING WATER MAIN SEE STEP I CONNECTION 6 DETAIL SEE PLAN SHT 135, PROFILE SHT 157 CONNECTION 50 - APPROXIMATE STA 22 +04.0, 39.3' LT NEW S' D.I. WATER STUB CONNECTION 8 TO EXISTING WATER MAIN EX WATER NEW 12" 22.5' BEND NOTES: STEP I REMOVE TEMPORARY SERVICE LINE, SEE WATER BYPASS PLANS, SHT 161. REMOVE SECTION OF EXISTING 18' AND 8" WATER LINES, 18 "x8" TEE, VALVE, BEND AND BLOCKING AND CUT -IN NEW 18 °x12' TEE, 18° BUTTERFLY VALVE AND 12" GATE VALVE. STEP 2: AFTER ALL TESTING, POLY -PIG CLEANING, DISINFECTION AND FLUSHING, CONNECT NEW 12" D.I. WATER TO NEW 12" VALVE WITH 12' SOLD SLEEVE COUPLING (MJ) NEW 12" D.I. WATER `</N // '// <�`/ NEW 8° D.I. WATER STUB CONNECTION 7 DETAIL NOTES: SEE PLAN SHT 136 REMOVE TEMPORARY FIRE HYDRANT, CONNECTION 7 - APPROXIMATE STA 2fi +11.2, 40.3' RT 8° END CAP AND 2" SERVICE UNE. SEE WATER BYPASS PLANS, SHT 161. CONNECT NEW 8° D.I. STUB TO EXISTING 8" C.I. WATER WITH 8" SOLD SLEEVE COUPLING PER CITY OF RENTON STD. PLAN 300.5 3a EX. 8° D.I. WATER a CONNECTION 9 TO EXISTING WATER MAI Nx Qo NEW 12' D.I. - WATER NEW 10" D.I. 4 ° a WATER STUB T !L� a E%. 10" D I. WATER 7 I IttF�'I � CONNECTION 8 DETAIL NOTES CONNECTION 9 DETAIL SEE PLAN SHT 136 SEE PLAN SHT 136, PROFILE SHT 157 CONNECTION 5A, 5B, $ 5C DETAIL NOTES: CONNECTION 9 - APPROXIMATE STA 27 +26.3, 72.8' LT REMOVE TEMPORARY 3" SERVICE LINE, CONNECTION 9 - APPROXIMATE STA 28 +61.6, 60.5' RT SEE WATER BYPASS PLANS, SHT 161. SEE PLAN SHT 135, PROFILE SHT 157 STEP 1: CUT -IN 2 NEW BUTTERFLY VALVES (5C & 5D) ON EXISTING 18" C.I. WATER LINE AT STA CONNECT NEW 8" D.I. STUB TO CONNECTION 5A - APPROXIMATE STA 22 +73.0, RT, 39.7' RT 248+123, 11.1' RT & 251 +30.5, 8.1' RT. ON 50, FIRE HYDRANT ASSY PER C.O.R. STD PLAN 310.1 EXISTING 8" C.I. WATER WITH 8" SOLID NOTES: CONNECTION 5B - APPROXIMATE STA 22 +85.8, 54.2' RT SLEEVE COUPLING PER CITY OF CONNECTION 5C - APPROXIMATE 7TH AVE STA 251 +30.5, B.1' RT STEP 2: CUT -IN 2 NEW 18'x12' TEES, 18' BUTTERFLY VALVES AND 12' GATE VALVES AT STA 22 +73.1, RENTON STD. PLAN 300.5 REMOVE TEMPORARY FIRE HYDRANT AND 10" END CAP. SEE WATER 39.7' RT (5A) AND 22 +85.8, 54.2' RT ISE). BYPASS PLANS, SHT 161. CONNECT NEW 10" D.I. STUB TO EXISTING 10" D.I. WATER WITH 10' SOLID STEP 3; AFTER ALL TESTING, POLY -PIG CLEANING, DISINFECTION, AND FLUSHING OF NEW UNES, CONNECT 0 5 10 20 30 SLEEVE COUPLING (MJ) PER CITY OF RENTON STD. PLAN 300.5 2 NEW 12' WATER UNES TO ABOVE NEW 12" VALVES WITH 12" SOLID SLEEVE COUPLINGS (MJ) AND D.I. SCALE IN FEET SPOOLS. RECORD DRAWINGS I JLF I JAF 1 3/20141 suavFYFD. KPG All RAINIER AVENUES (SR 167) DRAWING NG. 143 DRAWN BY. SOD KpG CITY OF RENTON RECORD N S GRADY WAY TO S 2ND ST PRDJEGTNO TEDaos(04 DESIGN BY SOD i6{g�,q�pN 75PtJNTetmAUnu P„eu�wo,ks Department CHECK BY JLF Batlb,W,1BB14B TpxIq WAS DRAWINGS DATE IJG. -0MO�B) PFGJ MGW. JF 211140 V4&I DRAWINGS APPROVED FOR CONSTRUCTION WATER DETAILS ATE MAR 2014 w¢Ypgmn BY DATE SHEET NO iaa of aoa uuMBER REmsiou RESOD wnou By APP. DATE File �owaoeraI.aa SEE STEP I CONNECTION 6 DETAIL SEE PLAN SHT 135, PROFILE SHT 157 CONNECTION 50 - APPROXIMATE STA 22 +04.0, 39.3' LT NEW S' D.I. WATER STUB CONNECTION 8 TO EXISTING WATER MAIN EX WATER NEW 12" 22.5' BEND NOTES: STEP I REMOVE TEMPORARY SERVICE LINE, SEE WATER BYPASS PLANS, SHT 161. REMOVE SECTION OF EXISTING 18' AND 8" WATER LINES, 18 "x8" TEE, VALVE, BEND AND BLOCKING AND CUT -IN NEW 18 °x12' TEE, 18° BUTTERFLY VALVE AND 12" GATE VALVE. STEP 2: AFTER ALL TESTING, POLY -PIG CLEANING, DISINFECTION AND FLUSHING, CONNECT NEW 12" D.I. WATER TO NEW 12" VALVE WITH 12' SOLD SLEEVE COUPLING (MJ) NEW 12" D.I. WATER `</N // '// <�`/ NEW 8° D.I. WATER STUB CONNECTION 7 DETAIL NOTES: SEE PLAN SHT 136 REMOVE TEMPORARY FIRE HYDRANT, CONNECTION 7 - APPROXIMATE STA 2fi +11.2, 40.3' RT 8° END CAP AND 2" SERVICE UNE. SEE WATER BYPASS PLANS, SHT 161. CONNECT NEW 8° D.I. STUB TO EXISTING 8" C.I. WATER WITH 8" SOLD SLEEVE COUPLING PER CITY OF RENTON STD. PLAN 300.5 3a EX. 8° D.I. WATER a CONNECTION 9 TO EXISTING WATER MAI Nx Qo NEW 12' D.I. - WATER NEW 10" D.I. 4 ° a WATER STUB T !L� a E%. 10" D I. WATER 7 I IttF�'I � CONNECTION 8 DETAIL NOTES CONNECTION 9 DETAIL SEE PLAN SHT 136 SEE PLAN SHT 136, PROFILE SHT 157 CONNECTION 5A, 5B, $ 5C DETAIL NOTES: CONNECTION 9 - APPROXIMATE STA 27 +26.3, 72.8' LT REMOVE TEMPORARY 3" SERVICE LINE, CONNECTION 9 - APPROXIMATE STA 28 +61.6, 60.5' RT SEE WATER BYPASS PLANS, SHT 161. SEE PLAN SHT 135, PROFILE SHT 157 STEP 1: CUT -IN 2 NEW BUTTERFLY VALVES (5C & 5D) ON EXISTING 18" C.I. WATER LINE AT STA CONNECT NEW 8" D.I. STUB TO CONNECTION 5A - APPROXIMATE STA 22 +73.0, RT, 39.7' RT 248+123, 11.1' RT & 251 +30.5, 8.1' RT. ON 50, FIRE HYDRANT ASSY PER C.O.R. STD PLAN 310.1 EXISTING 8" C.I. WATER WITH 8" SOLID NOTES: CONNECTION 5B - APPROXIMATE STA 22 +85.8, 54.2' RT SLEEVE COUPLING PER CITY OF CONNECTION 5C - APPROXIMATE 7TH AVE STA 251 +30.5, B.1' RT STEP 2: CUT -IN 2 NEW 18'x12' TEES, 18' BUTTERFLY VALVES AND 12' GATE VALVES AT STA 22 +73.1, RENTON STD. PLAN 300.5 REMOVE TEMPORARY FIRE HYDRANT AND 10" END CAP. SEE WATER 39.7' RT (5A) AND 22 +85.8, 54.2' RT ISE). BYPASS PLANS, SHT 161. CONNECT NEW 10" D.I. STUB TO EXISTING 10" D.I. WATER WITH 10' SOLID STEP 3; AFTER ALL TESTING, POLY -PIG CLEANING, DISINFECTION, AND FLUSHING OF NEW UNES, CONNECT 0 5 10 20 30 SLEEVE COUPLING (MJ) PER CITY OF RENTON STD. PLAN 300.5 2 NEW 12' WATER UNES TO ABOVE NEW 12" VALVES WITH 12" SOLID SLEEVE COUPLINGS (MJ) AND D.I. SCALE IN FEET SPOOLS. RECORD DRAWINGS I JLF I JAF 1 3/20141 suavFYFD. KPG All RAINIER AVENUES (SR 167) DRAWING NG. 143 DRAWN BY. SOD KpG CITY OF RENTON RECORD N S GRADY WAY TO S 2ND ST PRDJEGTNO TEDaos(04 DESIGN BY SOD i6{g�,q�pN 75PtJNTetmAUnu P„eu�wo,ks Department CHECK BY JLF Batlb,W,1BB14B TpxIq WAS DRAWINGS DATE IJG. -0MO�B) PFGJ MGW. JF 211140 V4&I DRAWINGS APPROVED FOR CONSTRUCTION WATER DETAILS ATE MAR 2014 w¢Ypgmn BY DATE SHEET NO iaa of aoa uuMBER REmsiou RESOD wnou By APP. DATE File �owaoeraI.aa 7 I IttF�'I � CONNECTION 8 DETAIL NOTES CONNECTION 9 DETAIL SEE PLAN SHT 136 SEE PLAN SHT 136, PROFILE SHT 157 CONNECTION 5A, 5B, $ 5C DETAIL NOTES: CONNECTION 9 - APPROXIMATE STA 27 +26.3, 72.8' LT REMOVE TEMPORARY 3" SERVICE LINE, CONNECTION 9 - APPROXIMATE STA 28 +61.6, 60.5' RT SEE WATER BYPASS PLANS, SHT 161. SEE PLAN SHT 135, PROFILE SHT 157 STEP 1: CUT -IN 2 NEW BUTTERFLY VALVES (5C & 5D) ON EXISTING 18" C.I. WATER LINE AT STA CONNECT NEW 8" D.I. STUB TO CONNECTION 5A - APPROXIMATE STA 22 +73.0, RT, 39.7' RT 248+123, 11.1' RT & 251 +30.5, 8.1' RT. ON 50, FIRE HYDRANT ASSY PER C.O.R. STD PLAN 310.1 EXISTING 8" C.I. WATER WITH 8" SOLID NOTES: CONNECTION 5B - APPROXIMATE STA 22 +85.8, 54.2' RT SLEEVE COUPLING PER CITY OF CONNECTION 5C - APPROXIMATE 7TH AVE STA 251 +30.5, B.1' RT STEP 2: CUT -IN 2 NEW 18'x12' TEES, 18' BUTTERFLY VALVES AND 12' GATE VALVES AT STA 22 +73.1, RENTON STD. PLAN 300.5 REMOVE TEMPORARY FIRE HYDRANT AND 10" END CAP. SEE WATER 39.7' RT (5A) AND 22 +85.8, 54.2' RT ISE). BYPASS PLANS, SHT 161. CONNECT NEW 10" D.I. STUB TO EXISTING 10" D.I. WATER WITH 10' SOLID STEP 3; AFTER ALL TESTING, POLY -PIG CLEANING, DISINFECTION, AND FLUSHING OF NEW UNES, CONNECT 0 5 10 20 30 SLEEVE COUPLING (MJ) PER CITY OF RENTON STD. PLAN 300.5 2 NEW 12' WATER UNES TO ABOVE NEW 12" VALVES WITH 12" SOLID SLEEVE COUPLINGS (MJ) AND D.I. SCALE IN FEET SPOOLS. RECORD DRAWINGS I JLF I JAF 1 3/20141 suavFYFD. KPG All RAINIER AVENUES (SR 167) DRAWING NG. 143 DRAWN BY. SOD KpG CITY OF RENTON RECORD N S GRADY WAY TO S 2ND ST PRDJEGTNO TEDaos(04 DESIGN BY SOD i6{g�,q�pN 75PtJNTetmAUnu P„eu�wo,ks Department CHECK BY JLF Batlb,W,1BB14B TpxIq WAS DRAWINGS DATE IJG. -0MO�B) PFGJ MGW. JF 211140 V4&I DRAWINGS APPROVED FOR CONSTRUCTION WATER DETAILS ATE MAR 2014 w¢Ypgmn BY DATE SHEET NO iaa of aoa uuMBER REmsiou RESOD wnou By APP. DATE File �owaoeraI.aa