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o <br />Ia <br />O <br />O <br />O <br />C4 O <br />r <br />W <br />I= <br />V1 <br />W W <br />Z <br />� N <br />2 <br />Fm_ <br />REMOVE BLOW OFF AND <br />TIE-IN TO EX. 8" DI <br />PIPE. SEE SHEET 13, <br />DETAIL "H" <br />CITY OF STOCKTON <br />of <br />STA 505+61 2� �_ <br />_ _ J <br />- - - W <br />- FOC - <br />- - - <br />10"IN(NE) 12.43 <br />INV <br />4785 SDMH RIM <br />16.96 <br />I <br />2' FOC TO <br />24"IN(N)10.56 <br />INV <br />28"IN(E)10.22 <br />INV 15"IN(NE) <br />13.11 <br />.I INV <br />12"IN(W)9.78 <br />OTY (EA) <br />A <br />8" GATE VALVE, PO <br />INV 21"IN(S) <br />10.65 <br />6" GATE VALVE, PO <br />2 <br />C <br />8" ELL, 45', PO W/ THRUST BLOCK <br />2 <br />INV 21"OUT(N) <br />9.80 <br />4759 SDDI GRATE 16.38 <br />E <br />8" ELL, 11.25' PO W/ THRUST BLOCK <br />2 <br />F <br />8"x6" TEE, PO W/ THRUST BLOCK <br />2 <br />INV 8"IN(N) 13.99 <br />STA 504+47( <br />- <br />H <br />4788 <br />SDDI GRATE 16.86 <br />1 <br />DIRT 8"OUT(SW) 13.99 <br />- <br />47.92 SDCB TO 16.74 <br />8" HARNESS RESTRAINT, MJ <br />14 <br />INV OUT(W) 16.25 <br />FULL OF DEBRIS <br />INV 8"IN(N E) 14.05 <br />�_ <br />SIZE NOT VISIBLE <br />INV a"ouT(S) 13.99 <br />�Na <br />I nOz N. wlLsoN WAY <br />APN: 117-221-030 STA <br />504+60 <br />0 <br />1730 N. <br />wlLsoN wAv <br />I <br />STA <br />504+40 J <br />X <br />APN: <br />iV-21C-060 x <br />a STA <br />504+32 31 <br />FOC <br />nH <br />A, <br />21"S) <br />w <br />FH <br />L19Vdliuli011 <br />DWY <br />-INSTALL NEW FH. <br />EXACT LOCATION OF <br />HYDRANT TO BE <br />DETERMINED. VERIFY <br />WITH CWS. <br />AS PAVEMENT <br />STA <br />STA 504+19 <br />STA 503+99 <br />N WILSON WAY STA 209+66 <br />STA <br />4' OD TO FOC <br />208+00 <br />209+00 <br />I <br />0 <br />g'5252 a"TRE =TE <br />� <br />.1e"TREE ,1a"If7€E� _r-7-�-� <br />E <br />FOC I 16.06 <br />FO <br />-- -- -- I1"P LI _ GAS <br />INV 4"IN(NW) 14.62 <br />1735 N. WILSON WAY I INV 8"IN(N) 13.73 <br />1701 N. WILSON WAv <br />APN. 117-210-040 I APN: 117-200-060 INV 8"OUT(S) 13.70 <br />4806 SSMH RIM 17.98 <br />INV 8"IN(SW) 11.53 <br />INV 8"IN(NE) 11.37 <br />I NI V R' 011T(S) <br />I INSTALL NEW <br />FIRE HYDRANT FOC <br />6.5' FOC TO OD <br />1445 E. WALNUT STREET <br />APN: 117-200-050 10' OD TO OD <br />3' OD TO OD <br />1"PL GAS� <br />II <br />INV 10"IN(N) 13.03 <br />INV 10"IN(NW) 12.40 <br />INV 15"IN(E) 10.25 <br />INV 28"OUT(W) 10.22 <br />TOP SO PIPE(NW-SE) 13.67 <br />INV 8"IN(NE) 11.93 <br />INV 8"IN(N) 11.93 <br />INV 8"OUT(SW) 11.93 <br />INV <br />10"IN(NE) 12.43 <br />INV <br />8"IN(SW) 11.97 <br />INV <br />8"IN(NW) 11.33 <br />( INV <br />24"IN(N)10.56 <br />INV <br />28"IN(E)10.22 <br />LI INV <br />28"OUT(S)9.78 <br />.I INV <br />12"IN(W)9.78 <br />21 <br />INV 8"OUT(NW) 13.84 <br />Z INV 4"OUT(NW) 16.14 <br />1646 N. WILSON WAY <br />APN: 117-270-010 <br />2"PL <br />G G <br />ssa"ss ss Ss Ss ss <br />-504+00 /{ <br />9' OD TO FOC ac PAVEMENT <br />4' OD TO OD <br />CONI S Vv DWY <br />A 209+92 FOC <br />-,CNV 8"OUT(EI 13.74 1541 E. WALNUT STREET <br />J )STA 209+88 APN, 117-200-120 <br />35 STA 209+84 <br />36 STA 209+78 <br />o STA 206+71 <br />J STA 209+66 <br />3.W.Wo <br />G <br />MATCHUNE - STA 503+00 <br />SEE SHEET 8 <br />G G 1"PL GAS <br />SUMMARY OF THIS SHEET <br />Plow <br />AC <br />DESCRIPTION <br />QTY <br />INSTALL <br />8" PVC <br />688 LF <br />ABANDON <br />6" AC <br />98 LF <br />HTnNGS AND VALVES <br />ITEM <br />DESCRIPTION <br />OTY (EA) <br />A <br />8" GATE VALVE, PO <br />7 <br />B <br />6" GATE VALVE, PO <br />2 <br />C <br />8" ELL, 45', PO W/ THRUST BLOCK <br />2 <br />D <br />B" ELL, 22.5', PO W/ THRUST BLOCK <br />- <br />E <br />8" ELL, 11.25' PO W/ THRUST BLOCK <br />2 <br />F <br />8"x6" TEE, PO W/ THRUST BLOCK <br />2 <br />G <br />8" TEE, PO W/ THRUST BLOCK <br />- <br />H <br />8" CROSS, PO W/ THRUST BLOCK <br />1 <br />1 <br />2" BLOWOFF <br />- <br />J <br />8" HARNESS RESTRAINT, MJ <br />14 <br />• <br />ENGINEERING <br />DEPARTMENT <br />REVISIONS: <br />..e. aIT <br />0N❑PUT. <br />9®9P ❑ <br />SYSTEM <br />El <br />®�,]c ❑ <br />PLAT SHEET NO.: <br />STK-28-30, 29-30 <br />YM.1•> <br />DRAWN BY: <br />AC <br />NOL <br />DESIGNED BY: <br />C4 O <br />C <br />w <br />CHECKED BY <br />DATE: <br />- - - -_ -_ <br />62023 <br />>Kul <br />DATE: <br />/�APPROVVnEE//DBY: <br />V 44 11� <br />6/20/23 <br />Exp. 9 30 24 <br />06/20/2023 <br />>NZ m <br />O <br />O <br />NOL <br />C4 O <br />V ZO Icc <br />- <br />w <br />0y <br />�W <br />(ti3 U <br />o <br />>Kul <br />�wN <br />I. - <br />koro <br />o <br />U) <br />' <br />Hy <br />NZz <br />ywm <br />c <br />UL <br />�' v <br />3 N <br />> <br />�Uoom <br />Z <br />J a <br />V ¢ ¢ <br />Z_ <br />a <br />y7 <br />z <br />GUg�' <br />3a <br />HIn <br />�mQ�3 <br />z <br />z W <br />Q <br />O <br />O <br />W 3y <br />C4 O <br />V ZO Icc <br />- <br />0y <br />3: -J` <br />00 <br />ccyz3ll�-a�0 <br />f O F W <br />Z1y C4 <br />CA 0 <br />3z U) <br />' <br />Hy <br />a04H��y� <br />Y <br />ay <br />y <br />i O Z OK <br />3 N <br />y <br />LL <br />Z <br />J a <br />V ¢ ¢ <br />Z_ <br />a <br />y7 <br />z <br />3a <br />HIn <br />z <br />z W <br />DISTRICT: <br />STOCKTON <br />CITY/COUNTY: <br />STOCKTON/SAN JOAQUIN <br />GATE: <br />JUNE 19, 2023 <br />PROJECT ID.: <br />WO# 00129022 <br />DRAWING NO.: <br />STK-9260 <br />SET 11 OF 16 <br />