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m <br />0 <br />U) <br />w <br />0 <br />O <br />00 <br />/ <br />cna <br />N <br />w <br />cn <br />/ <br />m <br />0 <br />/ <br />Y <br />N <br />0 <br />N <br />/ <br />U <br />U <br />LL] <br />0 <br />i <br />w <br />m <br />cn <br />U <br />U <br />24 <br />7 <br />O <br />a <br />% 03 <br />N <br />UC;� <br />a� <br />a_ N <br />0 <br />N <br />O <br />N <br />c\ <br />cm <br />U.. <br />w� <br />Qo <br />�0 <br />Q <br />�N <br />�C�j <br />,n <br />Q) c\1 <br />jo <br />U \ <br />c O <br />—N <br />a�0 <br />U <br />Y <br />c <br />0 <br />o <br />U <br />L <br />o <br />Un <br />0 <br />o <br />U � <br />T <br />o � <br />Y � <br />/ In <br />U Y <br />i 0 <br />QI <br />o _ <br />� N <br />QY <br />�w <br />U <br />BILL OF MATERIALS <br />QTY <br />BILL OF MATERIALS <br />SERVICE CONNECTION <br />QTY <br />INSTALL 2" (LONG/SHORT) SERVICE (EXACT <br />DESCRIPTION <br />NUMBER AND LOCATION TO BE DETERMINED <br />487 LF 8" AC <br />MAW <br />129 LF 8" STL <br />4850 <br />75 <br />8" PVC DR 14 PIPE <br />1548 LF 6" AC <br />33 <br />278 LF 4" CI PIPE <br />8" GATE VALVE, PO <br />FIRE HYDRANT <br />10 <br />PIPE <br />6" GATE VALVE, PO <br />6 <br />5 <br />RECONNECT (EX): <br />8" ELL 90', PO W/ THRUST BLOCK PER <br />118 <br />6" DI PIPE <br />FIRE SERVICE CONNECTION <br />CW 435—R4 <br />INSTALL 8" FC PER CW 840—R4 (EXACT <br />27 <br />LOCATION TO BE DETERMINED IN THE <br />8" ELL 45, PO W/ THRUST BLOCK PER <br />FIELD) <br />19 <br />6" DI PIPE <br />CW 435—R4 <br />INSTALL 6" FC PER CW 840—R4 (EXACT <br />5 <br />LOCATION TO BE DETERMINED IN THE <br />8" ELL 22.5, PO W/ THRUST BLOCK PER <br />FIELD) <br />30 <br />6" DI PIPE <br />CW 435—R4 <br />7 <br />8" ELL 11.25, PO W/ THRUST BLOCK PER <br />CW 435—R4 <br />6 <br />6" ELL 45, PO W/ THRUST BLOCK PER <br />CW 435—R4 <br />4 <br />8"x6" REDUCER, PO W/ THRUST BLOCK <br />PER CW 435—R4 <br />1 <br />8"x4" REDUCER, PO W/ THRUST BLOCK <br />PER CW 435—R4 <br />8 <br />8" TEE, PO W/ THRUST BLOCK PER CW <br />435—R4 <br />11 <br />8" x 6" TEE, PO W/THRUST BLOCK PER <br />CW 435—R4 <br />2 <br />8" CROSS <br />6 <br />8 x 6" TEE (FOR FH), PO W/ THRUST <br />BLOCK PER CW 435—R4 <br />12 <br />HARNESS RESTRAINT, MJ <br />1 <br />6" TEMPORARY CAP AND BLOWOFF <br />3 <br />8" SOLID SLEEVE, MJ <br />4 <br />6" SOLID SLEEVE, MJ <br />1 <br />4" SOLID SLEEVE, MJ <br />1 <br />8" FLEX COUPLING <br />5 <br />6" FLEX COUPLING <br />8 <br />8" PVC CLOSURE COUPLING <br />1 <br />6" PVC CLOSURE COUPLING <br />1 <br />8" PLUG <br />5 <br />6" PLUG <br />2 <br />4" PLUG <br />2 <br />2" BLOWOFF <br />8 <br />TEMPORARY 8" CAP AND BLOWOFF <br />3 <br />TEMPORARY 6" CAP AND BLOWOFF <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 />TRACER WIRE #12 AWG STRANDED COPPER, <br />AS <br />REQUIRED <br />THW INSULTATED— 100% (1.1 x FOOTAGE) <br />LINE GUARD TAPE — 110% (1.1 x <br />AS <br />REQUIRED <br />FOOTAGE) <br />METAL GUARD #301 — 1 GAL. PER 2 <br />AS <br />REQUIRED <br />FITTINGS OF BARE STEEL (FLEX. CPLG., <br />FLGS... ) <br />RES—BIT WRAP (100' ROLLS) — 1 RL. <br />AS <br />REQUIRED <br />F/EVERY GAL. OF METAL GUARD #301 <br />AS <br />REQUIRED <br />POLYWRAP TUBING (F/D.1 PIPE) <br />POLYWRAP TUBING (F/D.1, FITTINGS) — <br />AS <br />REQUIRED <br />150% (5' PER FITTINGS) <br />P.V.C. TAPE (100' ROLLS) — 125% (1.25 x <br />AS <br />REQUIRED <br />FOOTAGE)/100 <br />11 <br />TIE—IN MATERIALS PER DETAILS "A—K" <br />BILL OF MATERIALS <br />QTY <br />I DESCRIPTION <br />SERVICE CONNECTION <br />4850 LF 8" PVC <br />INSTALL 2" (LONG/SHORT) SERVICE (EXACT <br />3 <br />NUMBER AND LOCATION TO BE DETERMINED <br />487 LF 8" AC <br />IN THE FIELD) <br />129 LF 8" STL <br />INSTALL 1" (LONG/SHORT) SERVICE (EXACT <br />75 <br />NUMBER AND LOCATION TO BE DETERMINED <br />1548 LF 6" AC <br />IN THE FIELD). INCLUDES TRANSFER FROM <br />278 LF 4" CI PIPE <br />ABANDON MAINS <br />FIRE HYDRANT <br />CONNECTION <br />PIPE <br />INSTALL 6" FH. SEE NOTE #31 F/ TYPICAL <br />6 <br />MATERIAL (EXACT LOCATION TO BE <br />RECONNECT (EX): <br />DETERMINED IN THE FIELD) <br />118 <br />6" DI PIPE <br />FIRE SERVICE CONNECTION <br />cc <br />INSTALL 8" FC PER CW 840—R4 (EXACT <br />1 <br />LOCATION TO BE DETERMINED IN THE <br />FIELD) <br />19 <br />6" DI PIPE <br />< 0 <br />cc <br />INSTALL 6" FC PER CW 840—R4 (EXACT <br />3 <br />LOCATION TO BE DETERMINED IN THE <br />W <br />_m <br />FIELD) <br />30 <br />6" DI PIPE <br />SUMMARY OF <br />WORK <br />INSTALL (NEW) <br />ST <br />4850 LF 8" PVC <br />PIPE <br />ABANDON (EX.1 <br />207+00 <br />487 LF 8" AC <br />PIPE <br />129 LF 8" STL <br />PIPE <br />240 LF 6" STL <br />PIPE <br />1548 LF 6" AC <br />PIPE <br />278 LF 4" CI PIPE <br />633 LF 4" STL <br />PIPE <br />30 LF 4" AC <br />PIPE <br />HYDRANTS <br />CONSTRUCTION <br />INSTALL (NEW): 6 EA. <br />RECONNECT (EX): <br />2 EA <br />SERVICES <br />DETAILS 2 <br />INSTALL 2": 3 <br />cc <br />INSTALL 1": 75 <br />TIE—INS <br />TIE—IN PER DETAIL "A—K" <br />w <br />E <br />STOCKTON <br />BOX <br />FACTORY <br />Y <br />1,001E`N <br />pVE <br />f0` 0E C <br />SOOt pVE <br />I: PROJECT LIMITS <br />K�INOER RONpI.p ASPIRE <br />PORT CITY <br />ACADEMY <br />' 6jSy0 <br />SAN JOAQUIN COUNTY <br />i <br />Vri <br />INDEX OF SHEETS <br />WEgg st ;o <br />4J2Q ORWO0 SS 1 <br />2 <br />/ gISNOP 5S 3 <br />4 <br />TA 7 wm gRpp5o1: 5 <br />y 10 <br />p <br />7, 7- �' < <br />gRp050 N �^0 <br />8 <br />0 <<' pl-NO 7, <br />LOTTIE t_ <br />GRUNSKY <br />SCHOOL O 9 <br />HpYpINp <br />E W <br />N❑ 11 <br />DW <br />o E S� <br />Z y <br />Z � y � rn � o to <br />�21V pT� ? ,Z—L o y IN N <br />WESTERN PACIFIC 70 Z <br />RAILROAD YARDS y Ito 0 vvol <br />51 <br />VICHW MAP <br />KT.& <br />MI IOINTS LOCATION <br />INSTALL MECHANICAL JOINTS HARNESS <br />RESTRAINT AT THE FOLLOWING LOCATIONS: <br />STATION: <br />±200+56 ±504+60 <br />±200+71 ±503+99 <br />±200+91 ±504+19 <br />±111+53 ±209+51 <br />±111+73 ±209+66 <br />±307+11 ±209+71 <br />±307+31 ±209+88 <br />±505+49 ±210+08 <br />±505+69 ±213+33 <br />±505+89 ±213+53 <br />±504+20 <br />±504+40 <br />TITLE SHEET <br />GENERAL NOTES, ABBREVIATION AND LEGEND <br />KEY MAP <br />BISHOP ST STA 100+00 TO 105+00 <br />N SIERRA NEVADA ST STA 105+00 TO 109+50 <br />N SIERRA NEVADA ST STA 109+50 TO 111+79 <br />N SIERRA NEVADA ST STA 300+00 TO 301+50 <br />BRADFORD ST STA 200+00 TO 203+00 <br />N SIERRA NEVADA ST STA 301+50 TO 305+50 <br />N SIERRA NEVADA ST STA 305+50 TO 310+00 <br />E WALNUT ST STA 500+00 TO 503+00 <br />N SIERRA NEVADA ST STA 310+00 TO 312+70 <br />10 N <br />WILSON <br />WAY <br />ST <br />STA <br />203+00 <br />TO <br />207+00 <br />\ / N <br />WILSON <br />WAY <br />ST <br />STA <br />700+00 <br />TO <br />700+90 <br />BRADFORD ST ST STA 400+00 TO 401+00 <br />11 N WILSON WAY STA 207+00 TO 211+00 <br />E WALNUT ST STA 503+00 TO 505+88 <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 />Know what'sbelow. <br />Call before you dig. <br />ENGINEERING <br />DEPARTMENT <br />REVISIONS: <br />HATE: MIT. <br />DISTRIBUTION ❑ <br />MAP <br />PLAT ❑ <br />SHEET <br />SYSTEM ❑ <br />SCHEMATIC <br />STATION ❑ <br />SCHEMATIC <br />PLAT SHEET NO.: <br />STK-28-30, 29-30 <br />SCALE: <br />DRAWN BY: <br />12 <br />N WLSON WAY <br />STA 211+00 TO STA 215+80 <br />DESIGNED BY: <br />13 <br />TIE-IN DETAILS <br />"A" - "J" <br />CHECKED BY: <br />DATE: <br />�-- <br />6/20/23 <br />N <br />14 <br />TIE-IN DETAILS <br />"K" <br />a <br />y z 3 <br />F< <br />H <br />az <br />15 <br />CONSTRUCTION <br />DETAILS 1 <br />3 <br />aYccn <br />16 <br />CONSTRUCTION <br />DETAILS 2 <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 />Know what'sbelow. <br />Call before you dig. <br />ENGINEERING <br />DEPARTMENT <br />REVISIONS: <br />HATE: MIT. <br />DISTRIBUTION ❑ <br />MAP <br />PLAT ❑ <br />SHEET <br />SYSTEM ❑ <br />SCHEMATIC <br />STATION ❑ <br />SCHEMATIC <br />PLAT SHEET NO.: <br />STK-28-30, 29-30 <br />SCALE: <br />DRAWN BY: <br />a <br />AC <br />DESIGNED BY: <br />CHECKED BY: <br />DATE: <br />�-- <br />6/20/23 <br />APPROVED BY: <br />DATE: <br />Qgv,�l &k'y,s(L, <br />6/20/23 <br />No. C64092 <br />Exp. 913012 <br />civiE <br />06/20/2023 <br />>%Z 00 <br />0010 <br />w <br />= H0 E <br />CU U ° <br />i--�Of W '— <br />N <br />0U)V c) Ln 2 <br />�ZZ ct�° <br />/5^ 0 <br />V (1) m <br />CN <br />0 CO 3 <br />DISTRICT: <br />STOCKTON <br />CITY/COUNTY: <br />STOCKTON/SAN JOAQUIN <br />DATE: <br />JUNE 19, 2023 <br />PROJECT ID.: <br />WO# 00129022 <br />DRAWING NO.: <br />STK-9260 <br />SHT 1 OF 16 <br />a <br />Lu <br />Lu <br />Z tn <br />0 <br />(A <br />< <br />CL <br />W <br />y z 3 <br />F< <br />H <br />az <br />a� W <br />cat <br />W <br />N W <br />1 F <br />3 <br />aYccn <br />0 <br />LU <br />cc <br />LyZOoWC <br />< 0 <br />cc <br />z <br />V <br />W <br />_m <br />cn <br />z <br />DISTRICT: <br />STOCKTON <br />CITY/COUNTY: <br />STOCKTON/SAN JOAQUIN <br />DATE: <br />JUNE 19, 2023 <br />PROJECT ID.: <br />WO# 00129022 <br />DRAWING NO.: <br />STK-9260 <br />SHT 1 OF 16 <br />