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i I I I i <br />3162 REDWOOD AVENUE 3160 REDWOOD AVENUE 3158 REDWOOD AVENUE 3144 REDWOOD AVENUE 3136 REDWOOD AVENUE <br />APN: 119-180-070-000 APN: 119-180-080-000 APN: 119-180-090-000 APN: 119-180-100-000 APN: 119-180-110-000 <br />W INSTALL 440' OF <br />Lv 6 DUCTILE IRON PIPE <br />4286 SSMH RIM 24.60 <br />INV 8"IN (NW) 16.40 <br />INV 8°OUT (SE) 16.30 <br />Lli \X 0 <br />LIJ X <br />—x x x x X x x x x x _x <br />—x — <br />\ — — — ——x x— <br />DWY x — xx—x DWy— <br />\ DWY �1 <br />Tn — — + so 0 — s c4 so <br />DWY <br />DWY M (F)_ <br />81,SS 2„0 <br />2 G 2''G <br />C) ,8 ss 8" SS N 'REDw�SOD AVENUE <br />11.6' <br />/ <br />3122 REDWOOD AVENUE 3120 REDWOOD AVENUE / <br />APN: 119-180-120-000 APN: 119-180-130-000 <br />s <br />3118 REDWOOD AVENUE / <br />APN: 119-180-140-000 / <br />\ + 0\DNX V x \x\ � <br />3100 REDWOOD AVENUE <br />APN. 119-180-150-000 <br />z - 7.5' k <br />g \ / <br />J Dwv ---- <br />SDDIN <br />so A) <br />DWY so DWY x x x DWI x =x =X _ � � 6.5 <br />C _ _ x _x —x —X _ X X X X SO <br />•X �X DWY \ / / <br />/ / \ <br />Q (E) EOP (TY S <br />� (E) ROW (TY / � ` � �\ �� O� a \ <br />�ry ry 320'± LF LESS THAN 10 LF �✓ SS \ / APN6 R 9-170-190E 000 <br />SEPARATION TO SS <br />^Iti 4715 SSMH RIM 24.34 / <br />/ \ O \ 74 <br />INV 8"OUTINV S"IN N(S) 11564 <br />3149 NORTH REDWOOD AVENUE 3139 NORTH REDWOOD AVENUE <br />APN: 119-180-330-000 APN: 119-180-230-000 . V, / <br />3 \ \ \ 8.7' o <br />10.3' <br />\ f / <br />\ 2483 MISLETOE AVENUE I \ \ \ ,= <br />APN: 119-180-180 -160-000 <br />` \ XVA <br />V EE \ L <br />ABANDON 430' OF 4" STEEL PIPE +\V� <br />/ & 25' 6" AC PIPE \ <br />62 \ \ \�\ <br />/ <br />\ <br />/ ` \ 2475 MISLETOE AVENUE\�\ �G1' <br />` APN: 119-180-170-000 V '� �� <br />/ \ o <br />/ \ + \ ,. <br />N <br />61 <br />} <br />/ / y 5� EE TIE-IN 0 <br />/ \ \ 2465 MISLETOE AVENUE V c + <br />APN: 119-180-180-000 w / DETAIL Dw <br />` A �c+� SEE SHEET 7 <br />+N` <br />2959 REDWOOD AVENUE <br />\ F�000 C 10,pJ APN: 119-170-180-000 <br />SITE PLAN <br />0 20 40 <br />10 30 <br />SCALE: 1`20' <br />ENGINEERING <br />DEPARTMENT <br />REVISIONS: <br />nAT9: ¢aT. <br />DIBTIODOTION❑ <br />YAP <br />PIAT ❑ <br />9BS8T <br />9Y9TE1[ ❑ <br />9c®rATIc <br />STATION ❑ <br />9CN6NATIc <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 />DATE: <br />04/05/22 <br />PROJECT ID.: <br />00124711 <br />DRAWING NO.: <br />STK-9191 R1 <br />SHT 5 OF 11 <br />W <br />W <br />Z <br />W <br />r1 <br />� <br />W <br />O <br />a <br />� <br />Q <br />W <br />W <br />E -q <br />a <br />� <br />W <br />W <br />U <br />� <br />a <br />w <br />a <br />W <br />� <br />Z <br />O <br />� <br />Q <br />w <br />a <br />E- <br />E - <br />FDISTRICT: <br />DISTRICT: <br />STOCKTON <br />DATE: <br />04/05/22 <br />PROJECT ID.: <br />00124711 <br />DRAWING NO.: <br />STK-9191 R1 <br />SHT 5 OF 11 <br />