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X <br />3022 NORTH WILSON WAY <br />APN: 119-050-120-000 <br />119-238-017-000 <br />SEE TIE-IN <br />DETAIL "G" - <br />x x x x <br />JM0 VM0 <br />- 8" SS <br />2''G <br />VMO V <br />k <br />�m g <br />x <br />4 <br />N <br />ABANDON 70' OF <br />4" STL PIPE <br />\ f <br />RECONNECT <br />EXISTING HYDRANT <br />TO NEW MAIN <br />\ 6945 SDDI GRATE <br />\ INV 12"OUT 18.56 <br />L.I> \ <br />m \� <br />FIELD VERIFY HYDRANT \ �. <br />Q CONNECTION TO <br />EXISTING WATER MAIN <br />W SEE TIE -1 <br />Vma DETAIL "J" <br />'^ � I <br />V / 4" STL E-1041 <br />L.IJLd 4 <br />BE VEDEREAVENU.3' <br />2„G svD„z 2 <br />04.1' J.MO <br />VMO 0 2.0' <br />LL - - - - <br />Z 0" <br />SDDI GRATE 22.08 <br />J INV 12"0UT 21.08 DIRT <br />= N I <br />L <br />3130 BELVEDERE AVENUE <br />APN: 119-043-190-000 <br />2952 BELVEDERE AVENUE <br />APN: 119-050-200-000 <br />-j 2"G <br />k <br />SS <br />1 2964 BELVEDERE AVENUE <br />APN: 119-050-190-000 <br />\ 3161 NORTH WILSON WAY <br />\ + AXPN: 119-042-290-000 <br />v� <br />O \ + <br />4 <br />INV 8"'OUT (SE) 15.68 <br />INV 8"IN <br />(NE) 15.68 <br />rn <br />5702 SDMH RIM 22. <br />bo <br />INV 12"IN (S) 17.93 <br />RAS <br />INV 15"IN (N W) 16.73 <br />INV 48" THRU 10.73 <br />2"G 2"G <br />S`S cqS 4.3' <br />VM0 <br />G <br />7 A <br />i <br />U1 <br />W <br />G <br />nATa: QiIT. <br />SEE SHEET 6 <br />I a I 3120 NORTH WILSON WAY <br />APN: 119-042-140-000 <br />ABANDON 80' OF 8" AC PIPE <br />AND 170' OF 4" STEEL PIPE <br />rn <br />YAP <br />bo <br />D <br />❑ <br />SYSTEI[ <br />Z <br />ec®rATIc <br />El <br />X <br />5375 SSMH RIM 22.96 <br />S <br />ElCNSYATIC <br />INV 6"IN (E) 14.96INV <br />I <br />6"IN (W) 14.96INV <br />� I <br />I <br />kE:l <br />8IN (N) 14.96INV <br />m <br />w <br />8"OUT (S) 14.86 <br />OLu <br />x <br />X X X X � X- <br />L- <br />wn- <br />MO <br />W` <br />w <br />11-4 <br />E- <br />G <br />Ix c <br />SITE PLAN <br />3205 BELVEDERE AVENUE <br />APN: 119-042-300-000 <br />6290 SDDI GRATE 21.39 <br />INV 12"IN (SW) 19.79 <br />INV 12"IN (N) 19.09 ABANDON 155" OF 6" AC <br />INV 15"OUT (SE) 18.84 6219 SSMH RIM 22.34 <br />INV 6"IN (SW) 16.54 <br />INV 6"OUT (N) 16.54 <br />N N v <br />x O7 ---x -x x x - <br />G <br />Z£l£-3d OV_„9. aMn r,VMO <br />N \ <br />vl <br />3132 NORTH WILSON WAY <br />APN: 119-042-280-000 <br />N \ <br />ROW (TYP) `j <br />(E) EOP (TYP) <br />X X X X X X X X X <br />BELVEDERE AVENUE <br />8" SS <br />10.6' <br />8!GRATE <br />as as <br />VMO <br />X 2X4X X X - <br />4 "TREE - <br />k5472 SDDI GRATE 22.97 <br />INV FULL OF GRAVEL <br />X 5509 SDDI 22.13 <br />INV 12"IN/OUT 20.43 <br />I <br />3112 MISLETOE AVENUE <br />APN: 119-043-250-000 <br />tINSTALL 260' OF <br />6" DUCTILE IRON PIPE <br />I <br />3211 BELVEDERE AVENUE 3225 BELVEDERE AVENUE <br />APN: 119-042-070-000 APN: 119-042-060-000 <br />SQ <br />cqS <br />2"G <br />INSTALL 360' OF <br />6" DUCTILE IRON PIPE <br />#6204 SDDI GRATE 21.10 /I <br />INV 12"IN 19.20 <br />INV 12"IN DRY WELL 15.10 <br />(E) ROW (TYP \ \ <br />(E) FOC (TYP) \S <br />(E) EOP (TYP) <br />3220 NORTH WILSON WAY 3166 NORTH WILSON WAY \\ <br />APN: 119-043-330-000 APN' 119-043-310-000 <br />\ <br />SITE PLAN <br />8" SS <br />8" SS <br />as as as 3.5' <br />VMO 0 2.0' <br />+� x x - x - <br />5513 SDDI GRATE 22.39 <br />INV FULL OF DEBRIE <br />/AlPlN <br />BELVEDERE AVENUE <br />: 119-043-180-000 <br />3235 BELVEDERE AVENUE <br />APN: 119-042-050-000 <br />f. <br />w <br />11.4' V) <br />ILL. <br />em -9 <br />Ix w <br />o Z <br />J <br />U <br />E <br />i <br />6" SS 6"ISS <br />13.6'BELVEDERE AVENUE <br />2"G 2'°G 2'°G <br />3.6' <br />\ '- -2. 0' <br />-Jx- x- z x x x x <br />\ 3221 NORTH WILSON WAY <br />APN: 119-043-220-000 <br />F \ <br />6" �G1` <br />�P <br />0 20 40 <br />0 30 <br />SCALE: 1`20' <br />ENGINEERING <br />DEPARTMENT <br />REVISIONS: <br />nATa: QiIT. <br />OIBTIO MON❑ <br />YAP <br />bo <br />PIAT <br />se>�ar <br />❑ <br />SYSTEI[ <br />Z <br />ec®rATIc <br />El <br />X <br />S <br />ElCNSYATIC <br />IN <br />I <br />c- <br />� I <br />I <br />m <br />w <br />o <br />OLu <br />x <br />L- <br />wn- <br />a <br />W` <br />w <br />11-4 <br />E- <br />Ix <br />cn <br />cn <br />a <br />I --I <br />Ix c <br />SITE PLAN <br />3205 BELVEDERE AVENUE <br />APN: 119-042-300-000 <br />6290 SDDI GRATE 21.39 <br />INV 12"IN (SW) 19.79 <br />INV 12"IN (N) 19.09 ABANDON 155" OF 6" AC <br />INV 15"OUT (SE) 18.84 6219 SSMH RIM 22.34 <br />INV 6"IN (SW) 16.54 <br />INV 6"OUT (N) 16.54 <br />N N v <br />x O7 ---x -x x x - <br />G <br />Z£l£-3d OV_„9. aMn r,VMO <br />N \ <br />vl <br />3132 NORTH WILSON WAY <br />APN: 119-042-280-000 <br />N \ <br />ROW (TYP) `j <br />(E) EOP (TYP) <br />X X X X X X X X X <br />BELVEDERE AVENUE <br />8" SS <br />10.6' <br />8!GRATE <br />as as <br />VMO <br />X 2X4X X X - <br />4 "TREE - <br />k5472 SDDI GRATE 22.97 <br />INV FULL OF GRAVEL <br />X 5509 SDDI 22.13 <br />INV 12"IN/OUT 20.43 <br />I <br />3112 MISLETOE AVENUE <br />APN: 119-043-250-000 <br />tINSTALL 260' OF <br />6" DUCTILE IRON PIPE <br />I <br />3211 BELVEDERE AVENUE 3225 BELVEDERE AVENUE <br />APN: 119-042-070-000 APN: 119-042-060-000 <br />SQ <br />cqS <br />2"G <br />INSTALL 360' OF <br />6" DUCTILE IRON PIPE <br />#6204 SDDI GRATE 21.10 /I <br />INV 12"IN 19.20 <br />INV 12"IN DRY WELL 15.10 <br />(E) ROW (TYP \ \ <br />(E) FOC (TYP) \S <br />(E) EOP (TYP) <br />3220 NORTH WILSON WAY 3166 NORTH WILSON WAY \\ <br />APN: 119-043-330-000 APN' 119-043-310-000 <br />\ <br />SITE PLAN <br />8" SS <br />8" SS <br />as as as 3.5' <br />VMO 0 2.0' <br />+� x x - x - <br />5513 SDDI GRATE 22.39 <br />INV FULL OF DEBRIE <br />/AlPlN <br />BELVEDERE AVENUE <br />: 119-043-180-000 <br />3235 BELVEDERE AVENUE <br />APN: 119-042-050-000 <br />f. <br />w <br />11.4' V) <br />ILL. <br />em -9 <br />Ix w <br />o Z <br />J <br />U <br />E <br />i <br />6" SS 6"ISS <br />13.6'BELVEDERE AVENUE <br />2"G 2'°G 2'°G <br />3.6' <br />\ '- -2. 0' <br />-Jx- x- z x x x x <br />\ 3221 NORTH WILSON WAY <br />APN: 119-043-220-000 <br />F \ <br />6" �G1` <br />�P <br />0 20 40 <br />0 30 <br />SCALE: 1`20' <br />ENGINEERING <br />DEPARTMENT <br />REVISIONS: <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 />nATa: QiIT. <br />OIBTIO MON❑ <br />YAP <br />PIAT <br />se>�ar <br />❑ <br />SYSTEI[ <br />Z <br />ec®rATIc <br />El <br />STATION <br />S <br />ElCNSYATIC <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 8 OF 11 <br />W <br />w <br />Z <br />W <br />Q <br />� <br />w <br />o <br />wn- <br />a <br />w <br />W <br />E- <br />cn <br />a <br />w <br />� <br />W <br />w <br />a <br />� <br />w <br />� <br />z <br />� <br />z <br />� <br />Q <br />� <br />Z <br />0 <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 8 OF 11 <br />