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a <br />r <br />n <br />n <br />X <br />w <br />/ <br />U J <br />Q w <br />wm <br />7/ <br />NO. RIM INVERT DESCRIPTION <br />� <br />o <br />I; <br />OUTFALL PIPE <br />3 <br />N N <br />15"SD 28.41 <br />CONST. TYPE 1 CW -S7 WITH GRATE <br />�3 <br />36.33 <br />O <br />04 <br />U) N O O <br />N aO II + <br />O <br />a- <br />CONST. 12" SDCB <br />+0400 <br />Q O <br />0 <br />CONST. 12" SDCB <br />NON- NO <br />!n <br />15"SD 29.15 <br />12"SD 29.15 <br />12"SD 29.15 <br />CONST. TYPE 1 CW -S7 <br />LATERAL NORTH/SOUTH <br />WEST <br />5 CONSTRUCT <br />U) <br />N" <br />z <br />�O <br />N <br />12"SD 29.37 <br />a <br />0 II <br />!n V) <br />i <br />SERVICE <br />CONST. TYPE 1 CW -S7 <br />LATERAL NORTH/SOUTH <br />SAMPLING <br />n <br />J '.I <br />w <br />Of <br />N <br />co <br />N <br />STATION <br />H O <br />� STD. DWG. N0. <br />3:1 <br />0 3 <br />11' <br />O <br />I <br />STD. DWG. <br />W <br />J <br />d -j <br />M <br />38 .00 <br />m <br />U m <br />NO.W6-B&C <br />38.37 <br />O <br />U <br />04 <br />S <br />X Q <br />N <br />+ <br />r- m <br />0) <br />w 0- <br />2 LL <br />+_ <br />NOTE: <br />15 <br />24" SD <br />U7 <br />V) <br />3 <br />< TOP <br />uiui <br />0 <br />N <br />d w <br />0� <br />00 <br />1 <br />U) <br />No <br />NO <br />X0 <br />JN_p <br />w� Of <br />< <br />I o <br />w <br />~a <br />I a <br />11 <br />�?:w <br />z rno <br />mm <br />'t <br />U w <br />wa <br />zw3 <br />ww <br />~� <br />+ <br />O <br />N N <br />N O O <br />O <br />1�0 <br />II <br />SEE DETAIL THIS SHEET <br />2 <br />3 <br />"O o N 3 <br />m <br />a rn <br />+ + <br />- - r7 N <br />(mil +-----------N``-------- <br />EX. EDGE OF <br />i AVEMENT <br />( TYP. ) <br />I <br />i <br />I <br />L I <br />16 <br />I I <br />I I <br />II I� <br />1H <br />-800-227-2600- <br />48 HOURS PR/OR TO OORK OPERA <br />ESS/ N <br />(r a <br />i <br />w NO. 48717 m <br />0 EMREB 9-30-2008 -'�D <br />�T CIV11. (�� <br />sr �P <br />aOF ckv�F, <br />5' - 12"SD SDR26 S=0.0020 <br />NO. RIM INVERT DESCRIPTION <br />� <br />I <br />I; <br />OUTFALL PIPE <br />3 <br />33.47 <br />15"SD 28.41 <br />CONST. TYPE 1 CW -S7 WITH GRATE <br />�3 <br />36.33 <br />O <br />04 <br />U) N O O <br />N aO II + <br />D <br />O <br />+ <br />a- <br />CONST. 12" SDCB <br />+0400 <br />33.67 <br />0 <br />CONST. 12" SDCB <br />NON- NO <br />4 <br />15"SD 29.15 <br />12"SD 29.15 <br />12"SD 29.15 <br />CONST. TYPE 1 CW -S7 <br />LATERAL NORTH/SOUTH <br />WEST <br />5 CONSTRUCT <br />6 <br />N" <br />Q <br />�O <br />INSLL <br />BACTERIAL <br />12"SD 29.37 <br />0 <br />0 II <br />!n V) <br />7 <br />SERVICE <br />CONST. TYPE 1 CW -S7 <br />LATERAL NORTH/SOUTH <br />SAMPLING <br />32.60 <br />J '.I <br />0) <br />N <br />32.60 <br />STATION <br />LL.I <br />� STD. DWG. N0. <br />3:1 <br />0 3 <br />SCW-WSG <br />CONST. TYPE 1 CW -S7 <br />I <br />STD. DWG. <br />U <br />Q Q <br />M <br />38 .00 <br />w <br />3 z <br />NO.W6-B&C <br />38.37 <br />�CW-W18 <br />a <br />+ <br />S <br />0 0 <br />+ <br />r- m <br />0) <br />2 LL <br />+_ <br />NOTE: <br />z EXIST. <br />24" SD <br />IS PLUGGED. <br />3 <br />< TOP <br />OF PIPE <br />SHOWN. <br />N <br />d w <br />4 W <br />X0 <br />w� Of <br />w <br />~a <br />X <br />O <br />�?:w <br />m <br />U w <br />wa <br />zw3 <br />ww <br />~� <br />00� <br />LJ <br />EX. EDGE OF <br />i AVEMENT <br />( TYP. ) <br />I <br />i <br />I <br />L I <br />16 <br />I I <br />I I <br />II I� <br />1H <br />-800-227-2600- <br />48 HOURS PR/OR TO OORK OPERA <br />ESS/ N <br />(r a <br />i <br />w NO. 48717 m <br />0 EMREB 9-30-2008 -'�D <br />�T CIV11. (�� <br />sr �P <br />aOF ckv�F, <br />5' - 12"SD SDR26 S=0.0020 <br />320'1- 15"SD SDR26 <br />NO. RIM INVERT DESCRIPTION <br />1 <br />W <br />15"SD 28.22 <br />OUTFALL PIPE <br />04 <br />33.47 <br />15"SD 28.41 <br />CONST. TYPE 1 CW -S7 WITH GRATE <br />�3 <br />36.33 <br />O <br />04 <br />U) N O O <br />N aO II + <br />D <br />O <br />+ <br />120SD 28.87 <br />CONST. 12" SDCB <br />M i V)N u)00 <br />33.67 <br />12"SD 28.80 <br />CONST. 12" SDCB <br />N <br />4 <br />15"SD 29.15 <br />12"SD 29.15 <br />12"SD 29.15 <br />CONST. TYPE 1 CW -S7 <br />LATERAL NORTH/SOUTH <br />WEST <br />5 CONSTRUCT <br />6 <br />12"SD 29.37 <br />2" WATER <br />® <br />INSLL <br />BACTERIAL <br />12"SD 29.37 <br />FIRE HYDRANT <br />Si <br />35.39 <br />SERVICE <br />CONST. TYPE 1 CW -S7 <br />LATERAL NORTH/SOUTH <br />SAMPLING <br />32.60 <br />IMPROVEMENT <br />iv o <br />IMPROVEMENT <br />32.60 <br />STATION <br />CONST. 24" SDCB <br />� STD. DWG. N0. <br />3:1 <br />0 3 <br />SCW-WSG <br />CONST. TYPE 1 CW -S7 <br />13 <br />STD. DWG. <br />12"SD 30.18 <br />(TYP.) <br />M N <br />38 .00 <br />TYP <br />CONST. TYPE 1 CW -S7 <br />NO.W6-B&C <br />38.37 <br />�CW-W18 <br />a <br />+ <br />+ <br />+ <br />r- m <br />0) <br />+_ <br />-------off`----/------ <br />\� <br />W <br />934'-12"W <br />C-900 <br />W <br />4 W <br />320'1- 15"SD SDR26 <br />GHANA ROAD (PRIVATE) <br />8 9 <br />1S <br />W <br />ff�'flTff�f� AfOOff ZS, �.7 Z7S UNIT NO. Z <br />14 <br />NOTE: <br />LOCATION AND ELEVATION OF ALL <br />EXISTING UTILITIES IS APPROXIMATE. <br />ALL UTILITIES TO BE FIELD VERIFIED <br />FOR LOCATION AND ELEVATION. <br />13 <br />r -- <br />P <br />-=115J- <br />5 � } <br />------ ------------ 4-,0-- <br />--- 1 __7 25' <br />❑2 <br />O O <br />N <br />w O <br />on <br />0 <br />(n <br />N <br />I <br />m <br />N <br />0J N <br />N N <br />0 O <br />No <br />0 II <br />V) (n <br />LO <br />1.2 <br />SJC0 <br />EROSION 6' <br />DISCHARGE <br />STRUCTURE <br />PER STD.0 <br />DWG. NO.Z <br />D-22 Of Q_ <br />X30 <br />o m Z <br />O <br />N w <br />260' X 131' <br />CONST. PON <br />TO S.J.CO <br />STANDARDS <br />N <br />N <br />SCALE: M1"=50' <br />BLOW -OFF PER <br />IMPROVEMENT STD. DWG. <br />NO. CW -W6 (TYP.) <br />-15"SD PLUG END <br />CONST. 110' <br />BARRICADE PER <br />IMPROVEMENT STD. <br />DWG. NO. R-24 <br />STORM DRAIN STRUCTURE CHART <br />NO. RIM INVERT DESCRIPTION <br />1 <br />W <br />15"SD 28.22 <br />OUTFALL PIPE <br />❑2 <br />33.47 <br />15"SD 28.41 <br />CONST. TYPE 1 CW -S7 WITH GRATE <br />�3 <br />36.33 <br />O <br />D <br />O <br />U) N O O <br />N aO II + <br />D <br />O <br />+ <br />120SD 28.87 <br />CONST. 12" SDCB <br />M i V)N u)00 <br />33.67 <br />12"SD 28.80 <br />CONST. 12" SDCB <br />N <br />35.40 <br />GHANA ROAD (PRIVATE) <br />8 9 <br />1S <br />W <br />ff�'flTff�f� AfOOff ZS, �.7 Z7S UNIT NO. Z <br />14 <br />NOTE: <br />LOCATION AND ELEVATION OF ALL <br />EXISTING UTILITIES IS APPROXIMATE. <br />ALL UTILITIES TO BE FIELD VERIFIED <br />FOR LOCATION AND ELEVATION. <br />13 <br />r -- <br />P <br />-=115J- <br />5 � } <br />------ ------------ 4-,0-- <br />--- 1 __7 25' <br />❑2 <br />O O <br />N <br />w O <br />on <br />0 <br />(n <br />N <br />I <br />m <br />N <br />0J N <br />N N <br />0 O <br />No <br />0 II <br />V) (n <br />LO <br />1.2 <br />SJC0 <br />EROSION 6' <br />DISCHARGE <br />STRUCTURE <br />PER STD.0 <br />DWG. NO.Z <br />D-22 Of Q_ <br />X30 <br />o m Z <br />O <br />N w <br />260' X 131' <br />CONST. PON <br />TO S.J.CO <br />STANDARDS <br />N <br />N <br />SCALE: M1"=50' <br />BLOW -OFF PER <br />IMPROVEMENT STD. DWG. <br />NO. CW -W6 (TYP.) <br />-15"SD PLUG END <br />CONST. 110' <br />BARRICADE PER <br />IMPROVEMENT STD. <br />DWG. NO. R-24 <br />STORM DRAIN STRUCTURE CHART <br />NO. RIM INVERT DESCRIPTION <br />1 <br />NONE <br />15"SD 28.22 <br />OUTFALL PIPE <br />❑2 <br />33.47 <br />15"SD 28.41 <br />CONST. TYPE 1 CW -S7 WITH GRATE <br />�3 <br />36.33 <br />15 -SD 28.51 (W) <br />15 -SD 28.51 (E) <br />12"SD 28.51 <br />CONST. TYPE i CW -S7 <br />PLUG <br />LATERAL NORTH <br />® <br />33.75 <br />120SD 28.87 <br />CONST. 12" SDCB <br />5❑ <br />33.67 <br />12"SD 28.80 <br />CONST. 12" SDCB <br />© <br />35.40 <br />15"SD 29.15 <br />12"SD 29.15 <br />12"SD 29.15 <br />CONST. TYPE 1 CW -S7 <br />LATERAL NORTH/SOUTH <br />WEST <br />F7 <br />32.50 <br />12"SD 29.37 <br />CONST. 24" SDCB <br />® <br />32.50 <br />12"SD 29.37 <br />CONST. 24" SDCB <br />�g <br />35.39 <br />12"SD 29.78 <br />12"SD 29.78 <br />CONST. TYPE 1 CW -S7 <br />LATERAL NORTH/SOUTH <br />10 <br />32.60 <br />12"SD 29.86 <br />CONST. 24" SDCB <br />it <br />32.60 <br />12"SD 29.86 <br />CONST. 24" SDCB <br />12 <br />36.33 <br />12"SD 30.01 <br />CONST. TYPE 1 CW -S7 <br />13 <br />37.30 <br />12"SD 30.18 <br />CONST. TYPE 1 CW -S7 <br />14 <br />38 .00 <br />12"SD 30.75 <br />CONST. TYPE 1 CW -S7 <br />15 <br />38.37 <br />12"SD 30.97 <br />CONST. CURB INLET <br />39.27 <br />Q7 V <br />INSTALL 131' OF 6' CHAIN LINK <br />FENCE <br />nk. 10,000 GALLON PRESSURE TANK <br />+� Z 0.30 <br />2.4� 38 3 GFL <br />SDMH <br />RIM <br />T38.0 <br />INV. 30.7 <br />38.87 TC 96' - 6" VERT. CURB & GUTTER <br />CONST. C.I. GRATE 38.37 <br />So0� INV. 35.97 <br />LOT 8 DETAIL <br />SCALE 1"=10' <br />7'-6"PVC <br />SCAL <br />°8 w <br />=10' <br />0 <br />LO <br />O <br />04 <br />38.67 GFLs <br />UNAUTHORIZED CHANGES AND USES: <br />THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR <br />LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL <br />CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY <br />THE PREPARER OF THESE PLANS. <br />REVISIONS <br />WON G ENGINEERS, INC. <br />I � I jj PLANNING ENGINEERING SURVEYING <br />�lxl] 4578 FEATHER RIVER DRIVE, SUITE A <br />STOCKTON, CALIFORNIA (209)476-0011 <br />C' � DATE 07 13 07 R.C. E. 48717 <br />JOB NO.: 3553 <br />LAS PALMAS ESTATES SAN JOAQUIN COUNTY, <br />CALIFORNIA <br />SHEET <br />OF FIFEEN <br />No. <br />DESCRIP71oN <br />DATE <br />BY <br />DATE: JULY 2007 <br />SCALE: AS SHOWN <br />OVERALL UTILITY PLAN <br />DRAWN: EMW AA JK <br />�'�' WE <br />FlLE <br />CHECKED: ZCW <br />