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2429 MISLETOE AVENUE <br />APN: 119-044-180-000 <br />E <br />2441 MISLETOE AVENUE 2445 MISLETOE AVENUE <br />APN: 119-180-210-000 APN: 119-180-200-000 <br />2449 MISLETOE AVENUE <br />APN: 119-180-190-000 <br />ABANDON 375' OF <br />4" STEEL PIPE <br />c> <br />N � <br />N NI I <br />T <br />X _ <br />X X W <br />X <br />"IL�JIT DWY DWY a DWY "MB <br />4 S L -10 <br />MISTLETOE AVENUEss 8" SS <br />C7 � <br />o. <br />2465 MISLETOE AVENUE 2475 MISLETOE AVENUE 2483 MISLETOE AVENUE 1 <br />APN: 119-180-180-000 APN: 119-180-170-000 APN: 119-180-160-000 <br />v <br />0 <br />#4979 SSMH RIN <br />7 INV 8"OUT (W) 1 <br />6� X <br />5 <br />—I'US IDWY <br />y <br />SD SD sD sD D sD WY SD , MB D SDWY SD SD <br />DWY RMB DWY O <br />X X X X X�D X _ <br />105480 SDDI GRATE32 03 <br />210't LF LESSTHAN 10 LF INV 10"IN/OUT (W/E) 22.03 <br />\� SEPARATION TO SS <br />N\ N\ <br />105425 SDDI GRATE 23.03 <br />INV 10"IN/OUT (W/E) 21.83 INSTALL 370' OF <br />6" DUCTILE IRON PIPE <br />2430 MISLETOE AVENUE 2442 MISLETOE AVENUE 2468 MISLETOE AVENUE <br />APN: 119-170-140-000 I APN: 119-170-150-000 I oPNi- iia-nn-nn-nnn <br />8" SS + <br />0 <br />roD <br />1 <br />SEE SHEET 5 <br />xl I <br />N N 4715 SSMH RIM 24.34 I <br />T `T' INV 8"IN (NW) 15.74 xl <br />INV 8°OUT (S) 15.64 B, <br />0 6) <br />X X X X © X X, X X X X X <br />—B�Yry — SD('— / <br />\/ B DWY <br />8.4' 0 <br />0 <br />v <br />SITE PLAN <br />1n <br />cn <br />00 <br />3120 REDWOOD AVENUE <br />APN: 119-180-130-000 <br />---- AG W W <br />S <br />3118 REDWOOD AVENUE <br />APN: 119-180-140-000 <br />3100 REDWOOD AVENUE <br />APN: 119-180-150-000 <br />2966 REDWOOD AVENUE <br />APN: 119-170-190-000 <br />FA <br />0 20 40 <br />10 30 <br />SCALE: 1`20' <br />ENGINEERING <br />DEPARTMENT <br />REVISIONS: <br />DATB: NiIT. <br />OIBTIO MON❑ <br />YAP <br />PIAT ❑ <br />sir <br />SYSTEI[ <br />ec®rATIc El <br />STATION <br />NElCN6NATIC <br />PLAT SHEET NO.: <br />26-30 26-31 <br />27-30 27-31 <br />SCALE: <br />1" = 20' <br />DRAWN BY: <br />E. JACOBSEN <br />DESIGNED BY: <br />L. VILLANUEVA <br />TECH REVIEW: DATE: <br />CHECKED BY: DATE: <br />APPROVED BY: DATE: <br />W <br />(E) ROW (TYP} <br />LL.1 <br />(E) EOP (TYR) <br />Z <br />W <br />-- <br />V/ <br />� <br />I <br />X— <br />X— X— X— X <br />LLI <br />DWY <br />W <br />W <br />U1 <br />W <br />O <br />Qi <br />E� <br />' <br />a <br />SS <br />Lv2 <br />7.0' <br />W <br />E- <br />3. <br />w\ <br />G <br />z"GAS <br />� <br />SD <br />SD SD <br />W <br />X <br />� — <br />E <br />2441 MISLETOE AVENUE 2445 MISLETOE AVENUE <br />APN: 119-180-210-000 APN: 119-180-200-000 <br />2449 MISLETOE AVENUE <br />APN: 119-180-190-000 <br />ABANDON 375' OF <br />4" STEEL PIPE <br />c> <br />N � <br />N NI I <br />T <br />X _ <br />X X W <br />X <br />"IL�JIT DWY DWY a DWY "MB <br />4 S L -10 <br />MISTLETOE AVENUEss 8" SS <br />C7 � <br />o. <br />2465 MISLETOE AVENUE 2475 MISLETOE AVENUE 2483 MISLETOE AVENUE 1 <br />APN: 119-180-180-000 APN: 119-180-170-000 APN: 119-180-160-000 <br />v <br />0 <br />#4979 SSMH RIN <br />7 INV 8"OUT (W) 1 <br />6� X <br />5 <br />—I'US IDWY <br />y <br />SD SD sD sD D sD WY SD , MB D SDWY SD SD <br />DWY RMB DWY O <br />X X X X X�D X _ <br />105480 SDDI GRATE32 03 <br />210't LF LESSTHAN 10 LF INV 10"IN/OUT (W/E) 22.03 <br />\� SEPARATION TO SS <br />N\ N\ <br />105425 SDDI GRATE 23.03 <br />INV 10"IN/OUT (W/E) 21.83 INSTALL 370' OF <br />6" DUCTILE IRON PIPE <br />2430 MISLETOE AVENUE 2442 MISLETOE AVENUE 2468 MISLETOE AVENUE <br />APN: 119-170-140-000 I APN: 119-170-150-000 I oPNi- iia-nn-nn-nnn <br />8" SS + <br />0 <br />roD <br />1 <br />SEE SHEET 5 <br />xl I <br />N N 4715 SSMH RIM 24.34 I <br />T `T' INV 8"IN (NW) 15.74 xl <br />INV 8°OUT (S) 15.64 B, <br />0 6) <br />X X X X © X X, X X X X X <br />—B�Yry — SD('— / <br />\/ B DWY <br />8.4' 0 <br />0 <br />v <br />SITE PLAN <br />1n <br />cn <br />00 <br />3120 REDWOOD AVENUE <br />APN: 119-180-130-000 <br />---- AG W W <br />S <br />3118 REDWOOD AVENUE <br />APN: 119-180-140-000 <br />3100 REDWOOD AVENUE <br />APN: 119-180-150-000 <br />2966 REDWOOD AVENUE <br />APN: 119-170-190-000 <br />FA <br />0 20 40 <br />10 30 <br />SCALE: 1`20' <br />ENGINEERING <br />DEPARTMENT <br />REVISIONS: <br />DATB: NiIT. <br />OIBTIO MON❑ <br />YAP <br />PIAT ❑ <br />sir <br />SYSTEI[ <br />ec®rATIc El <br />STATION <br />NElCN6NATIC <br />PLAT SHEET NO.: <br />26-30 26-31 <br />27-30 27-31 <br />SCALE: <br />1" = 20' <br />DRAWN BY: <br />E. JACOBSEN <br />DESIGNED BY: <br />L. VILLANUEVA <br />TECH REVIEW: DATE: <br />CHECKED BY: DATE: <br />APPROVED BY: DATE: <br />DISTRICT: <br />STOCKTON <br />DATE: <br />04/05/22 <br />PROJECT ID.: <br />00124711 <br />DRAWING NO.: <br />STK-9191 R1 <br />SHT 7 OF 11 <br />W <br />W <br />Z <br />W <br />� <br />W <br />� <br />I <br />E -- <br />W <br />U1 <br />W <br />O <br />Qi <br />E� <br />E -I <br />a <br />� <br />Q <br />W <br />W <br />E- <br />a <br />� <br />w <br />P4 <br />� <br />a <br />w <br />a <br />44 <br />z <br />� <br />z <br />� <br />z <br />o <br />z <br />x <br />Q <br />DISTRICT: <br />STOCKTON <br />DATE: <br />04/05/22 <br />PROJECT ID.: <br />00124711 <br />DRAWING NO.: <br />STK-9191 R1 <br />SHT 7 OF 11 <br />