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G7 <br />1n <br />m <br />7- <br />C O <br />C9 Q <br />21 <br />55 <br />SEE SHEET <br />g 9 <br />STA. 19 + 90.3 3' <br />BCR <br />'6 2 <br />' N <br />STA. 20 + 23.58 <br />BCR <br />STA. 20 <br />+04.56 FALCONE DRIVE _ <br />cv <br />N <br />W 00 <br />+ + <br />^ c = <br />d d <br />9' <br />6 <br />^ <br />+ <br />5 <br />� <br />+ <br />ro <br />57 <br />n <br />w <br />v <br />� <br />r7 <br />00 <br />+ <br />^ <br />DNi <br />D <br />Un <br />to <br />Q <br />58 <br />O <br />nM <br />(o <br />INSTALL BACTERIOLOGICAL <br />SAMPLE SITE PER S.J. CO. <br />STANDARDS W-6A,B,C <br />to <br />q <br />59 <br />rNn + <br />n rnw <br />STA. 40 <br />+ 00 DIANE STREET p to <br />N ` • , <br />STA. 19 + 60.34 t 6 <br />ECR <br />! 8 N <br />-�' 6 I <br />9. <br />4 <br />i� <br />(V <br />LiJ <br />in <br />M-�� <br />'zo <br />'-1N <br />U o <br />Q^ <br />�¢ <br />rn <br />+ <br />o <br />1 <br />8 <br />�� <br />v <br />+vWi 10'P.U.E. <br />of <br />�~ + <br />N 3 <br />76 <br />SD <br />05Li <br />+ w <br />v' <br />d <br />3 <br />75 <br />2 <br />— <br />� <br />o <br />M <br />^ <br />N <br />�° S <br />+w <br />3 <br />74 <br />2 <br />000 <br />N <br />^ <br />7 <br />ODD <br />+rn <br />N3�3 <br />w <br />5 0 <br />W+a <br />o f <br />a� <br />9 <br />cn <br />a <br />W <br />a 41 <br />73 <br />vD <br />m+ <br />5 <br />m <br />J <br />0 <br />72 <br />o <br />� <br />v <br />°i <br />00 <br />5 <br />—�� �-.� <br />rD <br />�' <br />713 <br />�+ <br />n 0000 <br />m <br />71 <br />v <br />J <br />to <br />�o <br />--1 q <br />OD <br />So <br />m <br />70 <br />�- �� N <br />(NTT t <br />N %U <br />° <br />+ <br />w 69 <br />➢ + <br />N <br />Cp ➢�1 <br />1 <br />CONSTRUCTION NOTES <br />LEGEND <br />(D <br />20 <br />Q3 <br />® <br />05 <br />© <br />8 <br />9 <br />O <br />INSTALL CATCH BASIN SEE DETAIL SHEET (TYP.). <br />INSTALL AC DIKE SEE DETAIL SHEET (TYP.). <br />INSTALL 1m WATER SERVICE PER S.J. CO. STD. PLAN CW -W8 (TYR.). <br />INSTALL WATER VALVE PER S.J. CO. STD. PLAN CW -W5 (TYP.). <br />INSTALL FIRE HYDRANT PER S.J. CO. SID. PLAN CW -W18 (TIP.). <br />FACE OF CURB RADIUS IS 30 FEET <br />INSTALL 4" SEWER SERVICE PER. S.J. CO. STD. PLAN S -7A. <br />INSTALL DROP SEWER MANHOLE PER S.J. CO. STD PLAN CW -S10. <br />CENTERLINE(TYP) <br />INSTALL BLUE REFLECTIVE MARKER 1' OFF CENTERLINE TYP <br />D <br />- <br />WATER WELL WAY <br />CA �+/1A/C f1D11/C <br />FA <br />SCALE: <br />HORIZ: 1"=40' <br />AC. <br />TC. <br />W <br />SD <br />E/P <br />F.F. <br />P.U.E. <br />STA. <br />CL <br />EX <br />OG <br />ASPHALT CONCRETE GB <br />TOP OF CURB (TYP.) <br />WATER SS <br />STORM DRAIN INV <br />EDGE OF PAVEMENT• <br />FINISH FLOOR V�- <br />PUBLIC UTILITY EASEMENT <br />STATION <br />CENTERLINE <br />EXISTING <br />ORIGINAL GROUND <br />PROPOSED STORM DRAIN MANHOLE/ <br />PROPOSED SANITARY SEWER MANHOLE <br />GRADE BREAK <br />TYPICIAL <br />SANITARY SEWER �{ \Es Ay, <br />INVERT o`��� ,, • eF�'c <br />SEE CONSTRUCTION NOTES <br />EX. POWER POLE • <br />PROPOSED STREET LIGHT <br />• R v <br />•P R oPO� <br />VERT: 1"= <br />4' <br />• <br />R <br />PROPOSED CATCH BASIN <br />PROPOSED FIRE HYDRANT <br />04 <br />PROPOSED WATER WALVE <br />10 <br />11 <br />12 00 <br />13 <br />14 <br />15 <br />16 <br />17 <br />1 <br />19 <br />20 <br />1 00 15 <br />J — <br />— <br />J <br />_ <br />W <br />oUND-w- <br />NIS <br />GRO <br />rnR <br />r <br />IGL <br />ho III it <br />DILLON & MURPHY <br />CONSULTING CIVIL ENGINEERS <br />ENGINEERING PLANNING SURVEYING <br />INSTA <br />- <br />= <br />1820 W. KETTLEMAN LANE, SUITE E, LODI, CALIFORNIA 95242 (209) 334-6613 <br />IMPROVEMENT PLANS FOR TRACT NO. 2927 <br />CASTELLO ESTATES <br />-FA CONE RIW WATERWELL WAY <br />- <br />CID <br />0 <br />STA. 10 + 50 TO STA. 20 + 50112 <br />PHASEI <br />ce <br />APRIL, 2000 <br />pq <br />SAN JOAQUIN COUNTY <br />ch co <br />DESCRIPTION <br />DATE <br />SCALE: AS NOTED <br />BENCH MARK:BB-42EL: 138.58 <br />SHEET <br />ai z we REV. NO. <br />co <br />NAMES <br />11-03 <br />DRAWN BY: S.M. B.H. <br />DESCRIPTION: <br />23 <br />6R <br />Or)STREET <br />LOT CHANGES <br />11-03 <br />DESIGNED BY: J.M. <br />BRASS CAP S/W CORNER OF <br />CONCRETE CULVERT 114' NORTH <br />OF LINNE RD. ON THE WEST SIDE <br />OF MAC ARTHUR ROAD <br />F 30 SHEET <br />® <br />CHECKED BY: C.D. <br />JOB N0. <br />9877 <br />o0w.""087P 1 <br />AS BUILT BY: BH 11-03 <br />