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r <br />* QTY UNIT IS "EACH" UNLESS OTHERWISE NOTED. <br />CALIFORNIA TE IR SERVICE <br />BRADFORD, ORD, N FUNSTON, N, STI E IIT &c111 ILS N WAY <br />AIN REPLACEMENT PROGRAM STK-21E <br />BLL OF MATERIALS FOR 100% <br />BILL OF MATERIALS FOR 100% <br />QTY* <br />DESCRI MN <br />95 <br />INSTALL 1" (LONG/SHORT) SERVICE (EXACT <br />NUMBER AND LOCATION TO BE DETERMINED <br />IN THE FIELD) <br />MAW <br />5400 LF <br />8" PVC DR 14 PIPE <br />INSTALL 6" FH. SEE NOTE #31 F/ TYPICAL <br />MATERIAL (EXACT LOCATION TO BE <br />DETERMINED IN THE FIELD) <br />265 LF <br />6" PVC DR 14 PIPE <br />±900+00; <br />45 <br />8" MAIN LINE GATE VALVE <br />±214+08; <br />9 <br />6" MAIN LINE GATE VALVE <br />±214+28; <br />12 <br />6" GATE VALVE FOR FH <br />±800+03; <br />20 <br />8" ELL 45, PUSH—ON W/ THRUST BLOCK <br />PER CW 435—R4 <br />±300+09; <br />16 <br />6" ELL 45, PUSH—ON W/ THRUST BLOCK <br />PER CW 435—R4 <br />±303+39; <br />2 <br />6" ELL 90, PUSH—ON W/ THRUST BLOCK <br />PER CW 435—R4 <br />±303+59; <br />2 <br />8'X6" REDUCER, PUSH—ON W/ THRUST <br />BLOCK PER CW 435—R4 <br />±400+04; <br />9 <br />8"X6" TEE, PUSH—ON W/ THRUST BLOCK <br />PER CW 435—R4 <br />±950+00; <br />1 <br />8"x8" CROSS <br />5 <br />8" TEE, PUSH—ON W/ THRUST BLOCK PER <br />CW 435—R4 <br />� <br />1 <br />6" TEE (FOR FH), PUSH—ON W/ THRUST <br />BLOCK PER CW 435—R4 <br />m <br />11 <br />8 x 6" TEE (FOR FH), PUSH—ON W/ <br />THRUST BLOCK PER CW 435—R4 <br />4 <br />8" PVC CLOSURE COUPLING <br />11 <br />6" PVC CLOSURE COUPLING <br />1 <br />8" C900 SLIP COUPLING <br />4 <br />6" C900 SLIP COUPLING <br />1 <br />8" FLEXIBLE COUPLING <br />9 <br />6" FLEXIBLE COUPLING <br />4 <br />8" TEMPORARY CAP AND BLOWOFF <br />9 <br />6" TEMPORARY CAP AND BLOWOFF <br />7 <br />8" SOLID SLEEVE, MJ <br />1 <br />6" SOLID SLEEVE, MJ <br />11 <br />8" RESTRAINT HARNESS, MJ <br />2 <br />6" RESTRAINT HARNESS, MJ <br />2 <br />6" FIELD LOK GASKET, PO <br />4 <br />8" PLUG <br />10 <br />6" PLUG <br />AS <br />REQUIRED <br />6" VALVE CASING & COVER ASSEMBLY <br />AS <br />REQUIRED <br />6" RINGS F/ PO FITTING <br />AS <br />REQUIRED <br />#80 SACKS/CONCRETE THRUST BLOCKS <br />AS <br />REQUIRED <br />TRACER WIRE #12 AWG STRANDED COPPER, <br />THW INSULTATED— 100% (1.1 x FOOTAGE) <br />AS <br />REQUIRED <br />LINE GUARD TAPE — 110% (1.1 x FOOTAGE) <br />AS <br />REQUIRED <br />METAL GUARD #301 — 1 GAL. PER 2 <br />FITTINGS OF BARE STEEL (FLEX. CPLG., <br />FLGS•) <br />AS <br />REQUIRED <br />RES—BIT WRAP (100' ROLLS) — 1 RL <br />F/EVERY GAL OF METAL GUARD #301 <br />AS <br />REQUIRED <br />POLYWRAP TUBING (F/D.1 PIPE) <br />AS <br />REQUIRED <br />POLYWRAP TUBING (F/D.1, FITTINGS) — <br />150% (5' PER FITTINGS) <br />AS <br />REQUIRED <br />P.V.C. TAPE (100' ROLLS) — 125% (1.25 x <br />FOOTAGE)/100 <br />TIE—IN MATERIALS PER DETAILS "A—Q" <br />* QTY UNIT IS "EACH" UNLESS OTHERWISE NOTED. <br />CALIFORNIA TE IR SERVICE <br />BRADFORD, ORD, N FUNSTON, N, STI E IIT &c111 ILS N WAY <br />AIN REPLACEMENT PROGRAM STK-21E <br />BLL OF MATERIALS FOR 100% <br />QTY* <br />DESCRIPTION <br />SERVICE CONNECTION <br />95 <br />INSTALL 1" (LONG/SHORT) SERVICE (EXACT <br />NUMBER AND LOCATION TO BE DETERMINED <br />IN THE FIELD) <br />FRE HYDRANT <br />CONNECTION <br />12 <br />INSTALL 6" FH. SEE NOTE #31 F/ TYPICAL <br />MATERIAL (EXACT LOCATION TO BE <br />DETERMINED IN THE FIELD) <br />AS REQUIRED <br />6" DI PIPE <br />SUMMARY OF WORK <br />INSTALL (NEW) <br />5400 LF 8" PVC PIPE <br />265 LF 6" PVC PIPE <br />ABANDON (EX.) <br />20 LF 8" PVC PIPE <br />45 LF 6" PVC PIPE <br />148 LF 8" STL PIPE <br />800 LF 6" STL PIPE <br />920 LF 8" AC PIPE <br />495 LF 6" AC PIPE <br />2025 LF 6" Cl PIPE <br />740 LF 4" Cl PIPE <br />320 LF 2" Cl PIPE <br />HYDRANTS <br />INSTALL (NEW): 12 EA. <br />REMOVE (EX.): 9 EA. <br />SERVICES <br />INSTALL 1": 95 <br />TIE-INS <br />TIE-IN PER DETAIL "A -Q" <br />NOTES: <br />ADD MECHANICAL JOINTS AT THE <br />FOLLOWING LOCATIONS WHERE JOINT <br />SEPARATION REQUIREMENT BY DDW IS NOT <br />MET: <br />STATION: CROSSING # <br />±100+00; <br />±100+14 <br />1 <br />±200+06; <br />±200+26 <br />10 <br />±200+28; <br />±200+48 <br />11 <br />±209+40; <br />±209+53 <br />16 <br />±900+00; <br />±900+16 <br />17 <br />±214+08; <br />±214+28 <br />18 <br />±214+28; <br />±214+48 <br />19&20 <br />±800+03; <br />±800+14 <br />21 <br />±300+09; <br />±300+29 <br />22 <br />±303+39; <br />±303+59 <br />24 <br />±303+59; <br />±303+79 <br />25&27 <br />±400+04; <br />±400+24 <br />28A <br />±950+00; <br />±950+27 <br />32&32A <br />ACTUAL LOCATIONS TO BE DETERMINED IN <br />THE FIELD DURING CONSTRUCTION. <br />�v -11 <br />STOCKTON <br />BOX <br />FACTORY <br />Y � <br />.9000, Q <br />STA 77 <br />PROJECT LIMITS <br />�N <br />WELL SITE <br />(FUTURE) <br />( l' 11 SSI vl wso \ <br />GRUNSKY <br />SCHOOL <br />VICINTY MAP <br />NLTS <br />U <br />L <br />INDEX OF SHEETS <br />SHEET NO. DESCRIPTION <br />1 TITLE SHEET <br />2 GENERAL NOTES, LEGEND AND ABBREVIATION <br />3 KEY MAP <br />POTHOLE AND VERIFY <br />CONTRACTOR WILL BE RESPONSIBLE FOR THE VERIFICATION OF <br />DEPTHS AND LOCATION OF ALL EXISTING UTILITIES IN THE FIELD <br />PRIOR TO COMMENCING WORK. LOCATIONS SHOWN ON THE PLANS <br />ARE APPROXIMATE AND FOR GENERAL INFORMATION ONLY. <br />4 BRADFORD ST — STA 100+00 TO 108+00 'A' <br />5 BRADFORD ST — STA 108+00 TO 116+50 'A' <br />6 BRADFORD ST — STA 116+50 TO 123+59 'A' <br />7 N. FUNSTON AVE — STA 200+00 TO 207+00 'B' <br />8 N. FUNSTON AVE — STA 207+00 TO 215+50 'B' <br />N. FUNSTON AVE — STA 215+50 TO 217+02 'B' <br />9 STEWART ST — STA 300+00 TO 303+95 'C' <br />10 N. WILSON WAY — STA 400+00 TO 408+94 'D' <br />11 EASEMENT BETWEEN N.WILSON AND FUNSTON <br />12 TIE—IN DETAILS 1 <br />13 TIE—IN DETAILS 2 <br />14 CONSTRUCTION DETAILS <br />Know what's below. <br />Call before you dig. <br />ENGINEERING <br />DEPARTMENT <br />REVISIONS: <br />ADDRESS COMMENTS <br />FROM DDW AND <br />COUNTY OF SAN <br />JOAOUIN <br />--06--29--2023-- <br />DATE <br />s-29-2023 <br />�xxveynxE�ren>n <br />STK 28-30, 29-30 <br />SCALE: <br />DRAWN BY: <br />Y.XU <br />DESIGNED BY: <br />Y.XU <br />CHECKED BY: DATE: <br />APPROVED BY: DATE: <br />>+z OD <br />N0Ln N <br />—F-rn <br />DATE: wrr. <br />DISTMET'HON❑ <br />NAP <br />MAT <br />io <br />of W <br />SHEET <br />❑ <br />y --e <br />U) (V <br />'z: <br />2 <br />�ZZ <br />sT�T1�AT1 <br />�U_ <br />W <br />❑ <br />�xxveynxE�ren>n <br />STK 28-30, 29-30 <br />SCALE: <br />DRAWN BY: <br />Y.XU <br />DESIGNED BY: <br />Y.XU <br />CHECKED BY: DATE: <br />APPROVED BY: DATE: <br />>+z OD <br />N0Ln N <br />—F-rn <br />W <br />3 <br />io <br />of W <br />.., <br />y --e <br />U) (V <br />'z: <br />2 <br />�ZZ <br />vlo� <br />�U_ <br />W <br />10 <br />v °� <br />Coo 3ZC4 <br />c y <br />IWy <br />z <br />Qo -2 <br />Wi <br />z <br />v z 3 <br />j <br />m F <br />Nln` I <br />doe <br />CL <br />r_ <br />LL <br />N <br />Oj <br />O NOo3 <br />LLI <br />r <br />3 <br />a <br />W <br />W <br />(2 <br />0 <br />ynz¢a <br />W <br />r <br />Coo 3ZC4 <br />c y <br />IWy <br />z <br />W <br />Wi <br />z <br />v z 3 <br />j <br />m F <br />doe <br />CL <br />r_ <br />LL <br />N <br />Oj <br />R <br />LL <br />V <br />� <br />� <br />m <br />DISTRICT: <br />STOCKTON <br />CITY/COUNTY: <br />STOCKTON/SAN JOAQUIN <br />DATE: <br />MAY 22, 2023 <br />PROJECT ID.: <br />WO#00129026 <br />DRAWING NO.: <br />STK-9262 <br />SHT 1 OF 14 <br />