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Home My WebLink AboutWTR2703223.1I . . . ABANUUNLU ANU I REMOVED AS NEEDED),, �. 9 0 C) f_.1�10" D-1 WATER (W.2224) STA Al +92, 38' RT < 0 �-v C) 8"CLF INSTALL NEW 12" TEE (FLxFL) W/ 0 CONCRETE CONC. BLOCKING STA AO+46, 38'+ RT REMOVE EX CROSS. — 2-12" GATE VALVES (FLxMJ) INSTALL NEW 12"X12" TEE (MJxFL) W/ CONC. CONNECT TO EX 12" WATER W/ < BLOCK 12 GATE VALVE (FLxMJ) 12 PLUG (MJ) 1! 12" FLxMJ ADAPTOR SEE DETAIL C SHACKLE TEE TO VALVE & DEAD MAN BLOCK 5 IN APPENDIX F OF SPECIFICATIONS SEE DETAIL A IN APPENDIX F OF SPECIFICATIONS > far u N P LAN V) CD 0 SCALE: 1 `20' 38'-6" OF 22" STEEL CASING CD < W/ CASING SPACERS AND z 0 10 ? 0 __j m INSULATION (SEE DETAIL CIO) I— z Ld rK CD ctf - 00 Lj_ x __D m (-) x V) ot� 00 ILI- N-) 0 U C� LLJ CD CD C) C� = CD _C) u Q U _CD 0 CD CD 0 0 r4-) CD Q0 n C) u >- C) C� rl-) x I�E LLJ I m I m O 0 + + CD _-D Ld QO _j --D M 71 < CN N__ oo CD CD CD < LL-J < x < LL_ C) + CD M + C) LL_ C/ (_5 Ld Q I LLJ + CD + T_ -D + < L-Li + T 0 LLJ C) cf) x Q 04 u LLJ Q V) < C, L2 x _< L, x >- I >< <:C < x - D <3� -< of x --D <f_ CD 0(nQo Of U (D __j = Q:� u LLJ m U) < LLJ m U V) _j LLJ V) C) CD Q0 >< LLJ m LLJ LLJ U-) 0) -i = LJ <:C -:::C CD -.4- LLJ LLJ LLJ CD CD m C:) Ln 00 + LLj Ld T-- + LJ-J = LLJ =D L-Lj + LLJ �> cr- F-- C--) V) V) 00 + + LLJ + LLJ + + + V) CD u < CD U o LLJ C) LLJ < U CD 0- CD L.Li >_ I— = CO < C-D C'�,j z LLJ LLJ CN Cn m m < LLJ >_ F_ < C--4 C/-) C) < LLJ Cn - < < LL-i - - LLJ Ld >< 00 x CD LLJ 00 >< < X - C114 L.Lj I CD Lj_j >< LLJ < Ln < Lq < < LLJ ct� < 00 >< C) V) U) Of cf) = (f) Li z cf) C__j I Q0 = Li cf) C__J U U) L.Li z U-) N (f) CN C/) U-) U U-) LLJ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .............. ............. ............... 0 ....... ......... ...................... . . . . ...................... .......... ...... .... ..... .... . ... G) Ln 20 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . .... . . . . . 0 0 Q) I � 4' MINIMUM COVER - . I� - E. L 18.3 V---------- tI------ 1 10.......................................... ........ ............. ........ ................................ 11 12" GATE VALVE (M J), TY P E Q0 Gj T_ WA 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 CO+00 CO+50 Ci +00 0 55 FBI ST "IONAL 0 DD 10 5 0 10 20 EXPIRES:I O)_Oy9 =%mm��IIMIII 12-04- C_ Scale Feet Q) 0 20 0 20 40 0 ISSUE FOR BID 1 "=20 0" Scale Feet NO. REVISION BY ■ \-12" DI CLASS 52 RESTRAINED JOINT PI -PE GENERAL NOTES: CONSTRUCTION NOTES: 1 10" POWER, 4" GAS, AND 16" COMM UTILITIES WILL BE FOR TEMPORARY WATER INSTALL DEAD —MAN BLOCKS AND RELOCATED BY OTHERS. ONCE 10" POWER, 4" GAS, AND SHACKLE RODS ONTO EX 12" DI WATER MAIN AT LOCATIONS 16" COMM UTILITIES ARE TAKEN OUT OF SERVICE, SHOWN ON DRAWING. SEE CITY STANDARD DETAIL B089. ALLOW CONTRACTOR SHALL REMOVE AND DISPOSE OF THESE MINIMUM 3 DAY CURE TIME FOR CONCRETE. CUT —IN NEW 12 UTILITIES WITHIN WORK AREA. PRIVATE UTILITY COMPANIES GATE VALVE ON WEST SIDE OF THE CULVERT AND SHACKLE ARE RESPONSIBLE FOR INSTALLING THESE RELOCATED VALVE TO DEAD —MAN BLOCK. SHACKLE EX GATE VALVE ON UTILITIES. COORDINATE WITH PUBLIC AND PRIVATE UTILITIES EAST SIDE OF THE CULVERT TO DEAD —MAN BLOCK. SEE FOR RELOCATION. CONNECTION DETAIL ON DWG CIO. 2. UTILITY LOCATIONS ARE APPROXIMATE. CONTRACTOR TO O INSTALL 8" TEMPORARY DUCTILE IRON BYPASS LINE. SEE FIELD LOCATE UTILITIES AS NECESSARY. CONNECTION DETAIL ON DWG CIO. CONTRACTOR SHALL PRESSURE TEST, FLUSH, AND DISINFECT BYPASS LINE. SEE 3. RELOCATED 10" POWER CONDUIT AND GAS LINE MUST BE A CITY'S STANDARD DETAIL B110. OBTAIN WATER SAMPLE FOR MINIMUM OF 7' AWAY FROM THE RELOCATED WATER MAIN. PURITY TESTS (BY CITY). AFTER SATISFACTORY PURITY TESTING (FROM OUTSIDE WALL TO OUTSIDE WALL.) OF BYPASS LINE, CONTRACTOR TO INSTALL 8" STANDPIPES AND 12 )p X8 " TEES AT BOTH ENDS OF VALVES AND BEGIN TEMPORARY 4. CONTRACTOR SHALL PROVIDE 8" TEMPORARY DUCTILE IRON BYPASS. SEE DETAILS ON DWG CIO. WATER BYPASS LINE DURING CONSTRUCTION OF CULVERT. LOCATION OF TEMPORARY LINE TO BE DETERMINED BY REMOVE APPROX 70 LF EX 10" DI WATER MAIN, EXISTING CONTRACTOR. SEE CONSTRUCTION NOTES 1 AND 2, THIS HYDRANT, AND VALVE. INSTALL NEW 12" DI RESTRAINED JOINT DWG. WATER MAIN AS SHOWN. 5. PAVEMENT RESTORATION SHALL BE IN ACCORDANCE WITH CITY OF RENTON STANDARD DETAILS H032 AND H032A. 6. CONCRETE BLOCKING REQUIRED AT ALL BENDS AND TEES AND SHALL BE IN ACCORDANCE WITH CITY OF RENTON STANDARD DETAILS. 7. CONTRACTOR TO PERFORM PRESSURE TEST ON NEW SECTION OF WATER MAIN. "POLYPIG" AND DISINFECT NEW MAIN. AFTER SATISFACTORY PURITY TEST BY CITY, CONTRACTOR REMOVE TEMPORARY END CAPS, BYPASS LINE, STANDPIPES, AND APPLICABLE FITTINGS. SEE CONNECTION DETAIL, CIO. 'OVE AT E 7?1�,Vo 7 m 00 Elf x + m C__j U LC) ................ U-) I C4 REMOVE APPROX. 60 LF EX 10 DI WATER, EX HYDRANT AND VALVE, INSTALL NEW 12" DI RESTRAINED JOINT WATER MAIN AS SHOWN. 0 INSTALL 148 LF ± NEW 12" DI RESTRAINED JOINT WATER MAIN AS SHOWN. REPLACE 15' LF EX 12" WATER MAIN WITH NEW 12" DI RESTRAINED JOINT WATER MAIN TO VALVE. 07 22 1) STEEL CASING WITH CASING SPACERS, AND CASING END SPACERS WILL EXTEND THROUGH THE WINGWALLS A MINIMUM OF 3 SEE DETAIL ON DWG CIO. (D SEE S02 FOR CASTING THOUGH WING WALL. CAP AND ABANDON EX 12" WATER. PLUG WITH 12" (Mi) CAP. 10 VERIFY DEPTH OF EX COMM AND LOCATE NEW WATER MAIN UNDER EX COMM. W-322301 CN (7) N CN C__j - x r.J + + � Ld X LJ J x CD xz Q< z L.LJ U V) mQ0 x U< < (D Q 1 00 n_ I LLJ M + r--) = M + LLJ m C:) m LLJ m C/-) > __j CD �-- = < CD Q C"i CD CD cl-i ::E L'i z 0 :z w >< C1\j U U-) Er— 0 (_0 z: Lu Y. m x X LL_ LLJ LL-i U) LLJ N >< n *> L'i < LLJ C:) CD M CD :2E U LLJ x --i C-,j LL- z cf) . . . . . . . . ... . . . . EX ............. I .................... ..... 12" WATER \MAI N \—CASING END SEAL -W/SST BANDS,' TYP . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LLJ m EL 18.3 LLJ CD i n I RELOCATED 12" WATER MAIN WITH RESTRAINED D JOINTS C/-) CD Cn Q <C n C-) 01 rIN m ry-1 = VPRECAST 'BOX 'CULVERT . . . . . . . . . . . .x W >< M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LLJ M LLJ CI +50 P R 0 R LE C2+00 C2+50 C3+00 SCALE: 1 "= 10' SURVEYED: SCALE: DH&A VERTICAL- NAVD 1988 AS SHOWN HORIZONTAL: NAID 1983/1991 DESIGNED: MSG DRAWN: CAD ONE INCH DATU M —2-0CHECKED: AT FULL SCALE RML IF NOT ONE INCH DATE APPR APPROVED: SCALE ACCORDINGLY I MSG I CITY OF AN RENTON Planning/Building/Public Works Dept. SW 34TH STREET CULVERT REPLACEMENT PROJECT clib I- V) - 3,ZZ05 01 A A A a • A • AR = mawmil 0 WWII 0 1 Q w*on so re DATE: 03/2/07 PAGE: DRAWING NO: C9 SHEET- OF: 11 16 312121311 > m� N