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o <br />I a <br />0 <br />01 <br />T <br />0 <br />N <br />w <br />I= <br />W <br />Z W <br />J N <br />2 <br />.0.^ <br />YJ <br />V <br />N <br />Ir <br />0. <br />10 <br />W W <br />ZW <br />J N <br />rii <br />1630 U WILSON WAY <br />APN: 117-270-260 <br />8"SS SS ss-� <br />0 <br />0 <br />0 <br />TIE-IN TO EX. 8" DI <br />PIPE. SEE SHEET 14, <br />DETAIL "K" <br />LL OF DEBRIS <br />GAS <br />SS SS SS <br />9' OD TO FOC <br />212+00 <br />HATE+ W <br />DWY <br />FOC <br />1502 U WILSON WAY <br />APN: 117-270-240 <br />11644 SSMH RIM 18.20 <br />INV 8"IN(SW) 9.51 <br />INV 8"IN(N) 9.49 <br />INVff"OUTS x9,45 <br />m <br />1604 U WILSON WAY <br />APN: 117-270-250 <br />4984 SDMH RIM 18.11 <br />INV 12"IN(W) 13.65 <br />INV 24' (N) 9.67 <br />��tt;;uu INV 24"0U <br />63AWSTUMP %SSIt;N <br />AC PAVEMENT <br />SS SS 55 SS SS 8 SS SS <br />C <br />�3'ODTODO <br />213+00 <br />1609 E. WALNUT STREET <br />APN'. 117-200-130 <br />INV 8"IN(S) 9.21 <br />INV 15"OUT(NE) 8.43 <br />NV 15"IN(SW) 8.43 <br />2 SERI GRATE 16.17 <br />INV 4"IN(N) 15.51 <br />INV 8"OUT(S) 13.50 <br />Ss - <br />10 1 <br />S <br />10' <br />DWY CONC SAW <br />" - - 11PLL "/IRAN <br />FENCE 0 <br />N WILSON WAY <br />TIE-IN TO EX. 8" DI <br />PIPE. SEE SHEET 13, <br />DETAIL "I" <br />RECONNECT <br />EX. FH <br />CITY OF STOCKTON <br />[1 <br />C7 J <br />W <br />III <br />6"F.S. <br />X BENCH 10 <br />014 GO U <br />- HCONC + <br />O <br />r tz <br />2"PL GAS N LJi <br />G-iI Q <br />27" 0 <br />SS SS SS SS SS I 0 <br />� W m <br />1 �W <br />214+00 = N <br />sp <br />XNF-i-t7-iWJ ttf-i-NJ'-i-H-tWH-t+-�W� <br />I <br />DWY A - <br />i <br />TIE-IN TO EX. 8" DI <br />33D7 STA 213+41 PIPE. SEE SHEET 13, <br />DSTA 213+33 DETAIL "J" <br />:J STA 213+53 <br />1278 N. SIERRA NEVADA STREET <br />APN. 151-0240-010 <br />/11649 SDMH RIM 17.09 <br />INV 8"IN(N) 13.50 <br />INV 8"IN(E) 13.39 <br />INV STRUCTURE 9.00 <br />STANDING WATER <br />"OUT" NOT VISIBLE <br />11517 SDDI TO 16.08 <br />INV 8"OU T(W) 13.39 <br />CONCS/W> <br />DWY IEE <br />W <br />co <br />xs <br />SUMMARY OF THIS SHEET <br />PIING <br />FOC \ MRP STK-21A <br />MRP STK-21D^ <br />27"SD <br />CITY <br />3 <br />UO <br />8" PVC DR14 <br />480 LF <br />Ss <br />SQ SQ <br />8 <br />U <br />S s <br />� <br />z <br />HTTINGS AND VALVES <br />SDTK ss " <br />48 SO <br />AC PAVEMENT <br />5 <br />DESCRIPTION <br />SS 8 SS ss <br />SS8 SS ss->- Ss -SS SS SS <br />SS SS <br />1 <br />B <br />6" GATE VALVE, PO <br />1 <br />C <br />S" ELL, 45', PO W/ THRUST BLOCK <br />- <br />D <br />S" ELL, 22.5', PO W/ THRUST BLOCK <br />- <br />ss„e <br />8" ELL, 11.25' PO W/ THRUST BLOCK <br />- <br />F <br />8"x6" TEE, PO W/ THRUST BLOCK <br />1 <br />G <br />8" TEE, PO W/ THRUST BLOCK <br />1 <br />H <br />N WILSON WAY <br />- <br />1 <br />2" BLOWOFF <br />- <br />J <br />S" HARNESS RESTRAINT, MJ <br />2 <br />AC PAVE NT <br />N <br />a <br />O1 <br />4' OD TO OD <br />215+00 215 <br />80` EF <br />8 DI <br />N <br />W - <br />W <br />8"DI <br />W <br />Nit_ <br />8"PVC <br />N, \ <br />W <br />W <br />-�3 <br />W W-� <br />-rWH-ti->4'tl <br />-i-tom-+W -iW -r H, If I w8„A MV <br />M <br />B�.AUYJ <br />aA s olsc" <br />SD <br />8SD <br />SD D <br />- - <br />_ <br />GONG SAW ® <br />S SO <br />iD-SO <br />,•5 <br />CONC SZ <br />- <br />9' FOC TO QD <br />FOC <br />Ill <br />so a <br />8 STA 214+91 m <br />12'TREE <br />O <br />a <br />O <br />11 �58 SDDI GRATE 15.94 <br />4v <br />I <br />11480 SD TC 16.66 <br />INV 6"IN(SW) 14.33 #11352 SDCB TO 16.80 <br />Q <br />N I <br />DIRT 8"IN(N) 13.95 <br />GIRT 8"OU T(SE) 14.22 INV 8"TH RU(N W -S) 13.97 <br />N <br />a � <br />Z <br />- <br />DIRT 8"OUT(S) 13.79 <br />11343 SDMH RIM 16.77 <br />u0 <br />k11652 SDMH RIM 17.57 <br />1537 E. WALNUT STREET <br />INV 8"IN(N) 13.97 <br />"OUT(S) <br />INV 24"IN(N) 9.31 <br />APN: 117-200-280 <br />.95 <br />® <br />STANDING WATER <br />116INV 53 S 17.6 <br />D <br />"OUT NOT VISIBLE <br />INV 15'OUT(NE) 8.52 <br />Cr <br />I <br />r <br />1346 E. RAROAG WAY <br />INV 8"OUT(SW) 8.51 <br />d <br />it o <br />4 <br />APN: 151-023-040 <br />W <br />co <br />xs <br />SUMMARY OF THIS SHEET <br />PIING <br />aIT <br />DESCRIPTION <br />CITY <br />INSTALL <br />8" PVC DR14 <br />480 LF <br />ABANDON <br />S" AC <br />482 LF <br />HTTINGS AND VALVES <br />ITEM <br />DESCRIPTION <br />OTY (EA) <br />A <br />8" GATE VALVE, PO <br />1 <br />B <br />6" GATE VALVE, PO <br />1 <br />C <br />S" ELL, 45', PO W/ THRUST BLOCK <br />- <br />D <br />S" ELL, 22.5', PO W/ THRUST BLOCK <br />- <br />E <br />8" ELL, 11.25' PO W/ THRUST BLOCK <br />- <br />F <br />8"x6" TEE, PO W/ THRUST BLOCK <br />1 <br />G <br />8" TEE, PO W/ THRUST BLOCK <br />1 <br />H <br />8" CROSS, PO W/ THRUST BLOCK <br />- <br />1 <br />2" BLOWOFF <br />- <br />J <br />S" HARNESS RESTRAINT, MJ <br />2 <br />0 20 40 60 <br />H: 1" = 20' <br />ENGINEERING <br />DEPARTMENT <br />REVISIONS: <br />..e <br />aIT <br />0No <br />PUT <br />®a, <br />SYSME <br />C El <br />sm�Tlc <br />El <br />- <br />PLAT SHEET NO.: <br />PUT <br />STK-20-30, 29-30 <br />SCALE: <br />DRAWN BY: <br />AC <br />DESIGNED BY <br />C <br />CHECKED BY: <br />DATE: <br />6/20/23 <br />APPROVED BY: <br />DATE: <br />aCI <br />6/20/23 <br />Exp. 9 30 24 <br />06/20/2023 <br />TZ m <br />N O Io w <br />H W E <br />(B U <br />>Km �wN <br />U) F_ oro o <br />>1)zz MYm c <br />> UN �' v <br />p Doom <br />m ��a <br />�mQ�3 <br />Y co <br />a � <br />V Z U)U) CS Issp <br />a N <br />NovZ3aa $ <br />Wyz3�4� <br />F O F W Z N N <br />aZ so I a <br />a�oU)14 <br />2 V a J y} <br />0 0 W M W ?� <br />I L y Z ow Z <br />a0zoc _ o <br />L) W <br />f/1 m <br />f <br />Lz <br />DISTRICT: <br />STOCKTON <br />CITY/COONTY: <br />STOCKTON/SAN JOAQUIN <br />DATE: <br />JUNE 19, 2023 <br />PROJECT ID.: <br />WO# 00129022 <br />DRAWING NO.: <br />STK-9260 <br />SST 12 OF 16 <br />