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Home My WebLink AboutD-271115T T N N CL I `i c SS:MIT SCALE: 1 " =20' RIM EL= 28.45 3 18 E &VI IE =16.4 12' S I] 16.95 6" NE IE =17.75 5" NW E =17.75 IN VAULT 12 "W (PLAN W -2114 *2 REVISION TO NEW 8" WATER SERVICE TO TRITON TOWERS BLDG PROFILE VIEW (nts) Ex. 6" W to Ex. Tele Conduits Building Vaults THRIFTWAY STORE *1 NEW BOX CULVERT ASBUILT LOCATION EX. 8 "W FIRE SPRINKLER S RENTON VILLAGE PL Added 6" GV 2 45 ELs (FL) New 8" Service, 1 Spool (FL) 6 "x8" Reducer Thrust Block *1 AS —BUILT CONSTRUCTION NOTES *7a Found 6 "conduit w/ 3 lines in it. Said to be old Boeing line owned /maintained by Qwest for medical offices in Triton Tower Bldg. 71b Found 2 4" com. lines running east —west. EXISTING GRADE P. 8 �4' aF WA9q��,�.�✓. 0 � 2 b Am, a �o A 37338 q ryW d'OIST �SS'.ONAL G EXPIRES: 8/20/2007 RIM EL= 2921 RIM EL =28.41 8" NW IE =17.91 8" N IE =17.91 8" SW IE =17.91 8" SW IE =17.91 CUT AND' CAP EX 8"W NORTH OF TEE - = INSTALL 8 "MJ PLU, AND CU N NEW: THRUST BLOCK 1 6" TEE (FL , 2 -6VGVp(I *X AS � -D4w�l 1 — 61"X" ' INCREASE W w' -2-- 6 SLE S -B OC-K 1 / Q1 -6 "GV XFL) I SEE PdURE FOR F Z2 CONTRACTOR TO MAINTIAN 15 FOOT CLEARANCE FROM PSE OVERHEAD POWER LINES. EXISTING GRADE )E (FL X MJ) irWUtNLa 1-UK 7L -INUM YVA 1 1=1 )N ABOVE NEW BOX CULVERT 1. INSTALL CONCRETE DEAD -MAN BLOCKS ON EXISTING 12" WATER LINE ON / EAST AND WEST SIDE OF NEW BOX CULVERT, ALLOW 5 -DAY CURING TIME. 2. CUT IN 2 NEW 12" ISOLATION GATE VALVES, AND INSTALL 12" X 8" TEE ON EAST SIDE OF BOX CULVERT. SHACKLE NEW VALVES AND TEE TO / 9 DEAD -MAN BLOCKS WITH 6- 3/4" SHACKLE RODS (TYPICAL). CITY CREW WILL PERFORM CUT IN OF VALVES. 3. INSTALL TEMPORARY 12 -INCH END CAPS ON EACH SIDE OF EXISTING 12 -INCH WATER LINE. 4. INSTALL NEW 8" D.I. WATER LINE FROM NEW TEE ON EAST SIDE OF BOX CULVERT TO EXISTING 6" WATER LINE IN PLANTING STRIP TO SOUTH. INSTALL DEADMAN BLOCK ON EX 12 "W CUT IN NEW: 5. PRESSURE TEST, DISINFECT, FLUSH NEW 8 -INCH LINE. 12 "X 8" TEE (FL X FL) �1 - 12" GV (FL X MJ) 6. AFTER OBTAINING SATISFACTORY PURITY TESTS, CITY CREW WILL CONNECT 1 - 8" GV (FL X MJ) NEW 8 -INCH LINE TO EXISTING 6" WATER LINE ON SOUTH SIDE, AND -1 - 12" ADAPTER (FL X MJ) WILL INSTALL NEW 6 -INCH TEE AND VALVES. rxsN_- eLee_K- T] - ST _BL T - 7. CITY CREW WILL CLOSE NEW VALVES TO ISOLATE THE SECTION OF THE _W_ 12_.01 W 12 -INCH LINE THAT WILL BE RELOCATED BY CONTRACTOR. 2 % 8. REMOVE ISOLATED SECTION OF EXISTING 12 -INCH WATER LINE AND INSTALL NEW BOX CULVERT. 55' 8 "DI W > Ss - 9. INSTALL NEW 12 -INCH WATER LINE ABOVE BOX CULVERT, WITH 6 -INCH a 0 EL= 62 THICK ETHAFOAM PAD UNDER 12 -INCH WATER LINE ABOVE BOX CULVERT, 00 oN�OM 18" E &w IE- 9.57 INCLUDING VERTICAL BENDS, TEMPORARY END CAPS AND BLOW -OFFS. TV a "PVC S IE= SHACKLE ALL PIPES, FITTINGS, BENDS, END CAPS, WITH 6 -3/4" —�L - SHACKLE RODS. ROTECTTRI E 10.PRESSURE TEST, DISINFECT AND FLUSH NEW SECTION OF 12 —INCH -- / WATER LINE. 11.AFTER OBTAINING SATISFACTORY PURITY TESTS, CITY CREW WILL CONNECT NEW 12 —INCH WATER LINE TO NEW 12" VALVES AT BOTH ENDS OF BOX V:E RE ME R CULVERT AND SHACKLE PIPES TO EXISTING DEADMAN BLOCKS. / CONSTRUCTION NOTES I EX. 3" I IN iZ _ io TO TRI CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 )OMESTI01 METE ATION M TER O CONTRACTOR SHALL REMOVE AND PRESERVE SIGN AND SMALL TREES AND T (w_5 ) SHRUBS THAT INTERFERE WITH WATER MAIN WORK. PLACE ROOTBALL IN TOWERS NE BURLAP OR CONTAINER AND WATER. REPLANT IN SAME LOCATION AFTER WATER RELOCATION IS COMPLETED. O2 REMOVE EX. 8" WATER AS NEEDED AFTER NEW 8" WATER IS COMPLETED AND CONNECTED TO EX. 6" WATER FOR OFFICE BUILDING. PLUG AND CF OPEN ENDS WITH CONCRETE. O3 RELOCATE 55'1 NEW 12" WATER MAIN OVER NEW BOX CULVERT AFTER BOX CULVERT IS INSTALLED. EXISTING GRADE 4'6"± 3't 8' MIN. 8' MIN. 2T1 � 1T1 NEW 12 "DI PIPE I 5' MIN. ' 8't NSPOOLS (TYPICAL) LEG ^ LENGTHS AS NEEDED 18" MIN EX 12" DI W 6 3/4" SHACKLE SPOOL SPOOL RODS (TYPICAL) 12" SLEEVE (MJ) 4 DEADMAN BLOCK NEW 12" GATE VALVE (TYR EACH SIDE) (MJ X MJ) 2- 12" 22 1/2 ' BENDS (MJ X ... SHACKLE TO VALVE, DEADMAN BLOCK, AND THROUGH ALL BENDS TO OPPOSITE SIDE. (TYPICAL BOTH SIDES) BACK -UP POWER 12" WATER SS MH GENERATOR _ 44 - RIM EL =29.19 18" E &W IE =1'89 GAS METER `75 ' 8" NE IE =11.44 WITH BOLLARDS INSTALL DEAD BLOCK N EX 12 "W X" N IE= CUT IN NEW 2" GV (MJ X J) BLOCK VZL"rl 6Z NE STAL 30 - ' .. EX. 1.5" - - -- METER - —�- 0w `? M E VALVE. --- CUT AND' CAP EX 8"W NORTH OF TEE - = INSTALL 8 "MJ PLU, AND CU N NEW: THRUST BLOCK 1 6" TEE (FL , 2 -6VGVp(I *X AS � -D4w�l 1 — 61"X" ' INCREASE W w' -2-- 6 SLE S -B OC-K 1 / Q1 -6 "GV XFL) I SEE PdURE FOR F Z2 CONTRACTOR TO MAINTIAN 15 FOOT CLEARANCE FROM PSE OVERHEAD POWER LINES. EXISTING GRADE )E (FL X MJ) irWUtNLa 1-UK 7L -INUM YVA 1 1=1 )N ABOVE NEW BOX CULVERT 1. INSTALL CONCRETE DEAD -MAN BLOCKS ON EXISTING 12" WATER LINE ON / EAST AND WEST SIDE OF NEW BOX CULVERT, ALLOW 5 -DAY CURING TIME. 2. CUT IN 2 NEW 12" ISOLATION GATE VALVES, AND INSTALL 12" X 8" TEE ON EAST SIDE OF BOX CULVERT. SHACKLE NEW VALVES AND TEE TO / 9 DEAD -MAN BLOCKS WITH 6- 3/4" SHACKLE RODS (TYPICAL). CITY CREW WILL PERFORM CUT IN OF VALVES. 3. INSTALL TEMPORARY 12 -INCH END CAPS ON EACH SIDE OF EXISTING 12 -INCH WATER LINE. 4. INSTALL NEW 8" D.I. WATER LINE FROM NEW TEE ON EAST SIDE OF BOX CULVERT TO EXISTING 6" WATER LINE IN PLANTING STRIP TO SOUTH. INSTALL DEADMAN BLOCK ON EX 12 "W CUT IN NEW: 5. PRESSURE TEST, DISINFECT, FLUSH NEW 8 -INCH LINE. 12 "X 8" TEE (FL X FL) �1 - 12" GV (FL X MJ) 6. AFTER OBTAINING SATISFACTORY PURITY TESTS, CITY CREW WILL CONNECT 1 - 8" GV (FL X MJ) NEW 8 -INCH LINE TO EXISTING 6" WATER LINE ON SOUTH SIDE, AND -1 - 12" ADAPTER (FL X MJ) WILL INSTALL NEW 6 -INCH TEE AND VALVES. rxsN_- eLee_K- T] - ST _BL T - 7. CITY CREW WILL CLOSE NEW VALVES TO ISOLATE THE SECTION OF THE _W_ 12_.01 W 12 -INCH LINE THAT WILL BE RELOCATED BY CONTRACTOR. 2 % 8. REMOVE ISOLATED SECTION OF EXISTING 12 -INCH WATER LINE AND INSTALL NEW BOX CULVERT. 55' 8 "DI W > Ss - 9. INSTALL NEW 12 -INCH WATER LINE ABOVE BOX CULVERT, WITH 6 -INCH a 0 EL= 62 THICK ETHAFOAM PAD UNDER 12 -INCH WATER LINE ABOVE BOX CULVERT, 00 oN�OM 18" E &w IE- 9.57 INCLUDING VERTICAL BENDS, TEMPORARY END CAPS AND BLOW -OFFS. TV a "PVC S IE= SHACKLE ALL PIPES, FITTINGS, BENDS, END CAPS, WITH 6 -3/4" —�L - SHACKLE RODS. ROTECTTRI E 10.PRESSURE TEST, DISINFECT AND FLUSH NEW SECTION OF 12 —INCH -- / WATER LINE. 11.AFTER OBTAINING SATISFACTORY PURITY TESTS, CITY CREW WILL CONNECT NEW 12 —INCH WATER LINE TO NEW 12" VALVES AT BOTH ENDS OF BOX V:E RE ME R CULVERT AND SHACKLE PIPES TO EXISTING DEADMAN BLOCKS. / CONSTRUCTION NOTES I EX. 3" I IN iZ _ io TO TRI CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 )OMESTI01 METE ATION M TER O CONTRACTOR SHALL REMOVE AND PRESERVE SIGN AND SMALL TREES AND T (w_5 ) SHRUBS THAT INTERFERE WITH WATER MAIN WORK. PLACE ROOTBALL IN TOWERS NE BURLAP OR CONTAINER AND WATER. REPLANT IN SAME LOCATION AFTER WATER RELOCATION IS COMPLETED. O2 REMOVE EX. 8" WATER AS NEEDED AFTER NEW 8" WATER IS COMPLETED AND CONNECTED TO EX. 6" WATER FOR OFFICE BUILDING. PLUG AND CF OPEN ENDS WITH CONCRETE. O3 RELOCATE 55'1 NEW 12" WATER MAIN OVER NEW BOX CULVERT AFTER BOX CULVERT IS INSTALLED. EXISTING GRADE 4'6"± 3't 8' MIN. 8' MIN. 2T1 � 1T1 NEW 12 "DI PIPE I 5' MIN. ' 8't NSPOOLS (TYPICAL) LEG ^ LENGTHS AS NEEDED 18" MIN EX 12" DI W 6 3/4" SHACKLE SPOOL SPOOL RODS (TYPICAL) 12" SLEEVE (MJ) 4 DEADMAN BLOCK NEW 12" GATE VALVE (TYR EACH SIDE) (MJ X MJ) 2- 12" 22 1/2 ' BENDS (MJ X ... SHACKLE TO VALVE, DEADMAN BLOCK, AND THROUGH ALL BENDS TO OPPOSITE SIDE. (TYPICAL BOTH SIDES) D- 211115 MOVE 12" WATER D- 211115 12" WATER MAIN RELOCATION NOT TO SCALE JIM REVISION -- SPOOL 6" THICK ETHAFOAM PAD OVER BOX CULVERT 6 3/4" SHACKLE RODS (TYPICAL) M 111111=1 4 SHACKLE RODS (AS REQUIRED) 6 -3/4" FOR 12 —INCH PIPE (SEE CITY DETAIL B089) 3" CLR CONCRETE SHALL BE KEYED 12" MIN. AGAINST UNDISTURBED EARTH BOTH FACES X12" PIPE 1.5' MIN. I b.J \_ CLASS 5 1/2 SACK CONCRETE 3" CLR 3000 PSI MIN EX 12" DI Al PLAN VIEW #4 REBAR 8" O.C. E.W. -- - CENTER IN CONCRET SPOOL�� NEW 12" GATE VALVE LE- DEADMAN BLOCK `O > (FL X MJ) SEE DETAIL 12 "X 8" TEE (FL X FL) 6 3/4" SHACKLE "> 12" ADAPTER (FL X MJ) RODS (TYPICAL) 1 4-- 6' MIN. SECTION VIEW RECOMMENDED FOR APPROVAL TYPICAL CONCRETE DEADMAN ANCHOR DETAIL B By,_Daniet_Carey - -__ Date;_4 /9/07_- NOT TO SCALE - By, ---------------- Date: -------- By'---------------- Date'------- - By'---------- - - - - -- Date'-- - - - - -- AS—BUILT Ll — 1 O AS SHOWN Ho N,- XM ,su;,sa, CITY OF 4/6/07 RENTON VILLAGE STORM SYSTEM PROJECT Fl DBM: RENTON ME one ;NCX DATUM wuw"c no: Al 11 I - Planning /Building /Public Works Dept. ;F..XE.. WATER MAIN RELOCATION SfJiE ACNftgXGLY ��RR �! SHEE,: 7 " 12 NEW 4' X 6' BOX CULVERT 12" WATER MAIN RELOCATION NOT TO SCALE JIM REVISION -- SPOOL 6" THICK ETHAFOAM PAD OVER BOX CULVERT 6 3/4" SHACKLE RODS (TYPICAL) M 111111=1 4 SHACKLE RODS (AS REQUIRED) 6 -3/4" FOR 12 —INCH PIPE (SEE CITY DETAIL B089) 3" CLR CONCRETE SHALL BE KEYED 12" MIN. AGAINST UNDISTURBED EARTH BOTH FACES X12" PIPE 1.5' MIN. I b.J \_ CLASS 5 1/2 SACK CONCRETE 3" CLR 3000 PSI MIN EX 12" DI Al PLAN VIEW #4 REBAR 8" O.C. E.W. -- - CENTER IN CONCRET SPOOL�� NEW 12" GATE VALVE LE- DEADMAN BLOCK `O > (FL X MJ) SEE DETAIL 12 "X 8" TEE (FL X FL) 6 3/4" SHACKLE "> 12" ADAPTER (FL X MJ) RODS (TYPICAL) 1 4-- 6' MIN. SECTION VIEW RECOMMENDED FOR APPROVAL TYPICAL CONCRETE DEADMAN ANCHOR DETAIL B By,_Daniet_Carey - -__ Date;_4 /9/07_- NOT TO SCALE - By, ---------------- Date: -------- By'---------------- Date'------- - By'---------- - - - - -- Date'-- - - - - -- AS—BUILT Ll — 1 O AS SHOWN Ho N,- XM ,su;,sa, CITY OF 4/6/07 RENTON VILLAGE STORM SYSTEM PROJECT Fl DBM: RENTON ME one ;NCX DATUM wuw"c no: Al 11 I - Planning /Building /Public Works Dept. ;F..XE.. WATER MAIN RELOCATION SfJiE ACNftgXGLY ��RR �! SHEE,: 7 " 12