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SEE SHEET 20 <br />1 <br />1 <br />1 <br />� <br />1 � <br />1 <br />� <br />1 Q <br />1 <br />J <br />N1 <br />1 <br />0 <br />55 <br />LEGEND <br />1 <br />STA. <br />10 + 00 FALCONE DRIVE _ <br />STA. <br />40 + 00 RAYMOND DRIVE <br />AC. <br />ASPHALT CONCRETE GB GRADE BREAK <br />9 <br />TC. <br />TOP OF CURB (TYP.) TYPICIAL <br />N <br />y <br />5 <br />STA. 9 + <br />81.67 <br />PHASE II <br />W <br />WATER SS SANITARY SEWER <br />v <br />D <br />53 <br />U <br />BCR <br />STA. <br />10 14.34 <br />N <br />SD <br />E/P <br />STORM DRAIN INV INVERT <br />EDGE OF PAVEMENT <br />N� <br />51 <br />Ln <br />+ <br />52 <br />rn <br />w <br />+ <br />cp W <br />+ <br />gC�/� <br />m <br />F.F. <br />FINISH FLOOR SEE CONSTRUCTION NOTES <br />7 <br />w <br />+ <br />co 5 <br />w <br />k N <br />�- <br />P.U.E. <br />PUBLIC UTILITY EASEMENT EX. POWER POLE <br />w <br />O <br />w <br />N <br />STA. 9+ <br />51.19 <br />STA. 10 + 44.� <br />(n <br />STA. <br />STATION <br />S <br />� <br />o f <br />N <br />(o <br />m <br />+ 1wi1 <br />°0 � <br />d Q <br />EC <br />8 <br />ECR <br />= <br />m <br />CL <br />EX <br />CENTERLINE <br />PROPOSED STREET LIGHT <br />! <br />+ w <br />w <br />r <br />EXISTING <br />+ N N <br />N <br />+ N <br />n3 <br />� 6 <br />OG <br />ORIGINAL GROUND <br />50 <br />M <br />d ' <br />� <br />10' P.U.E. <br />(TYP.) 1- 3 <br />- __� �— <br />3 <br />1 <br />N <br />PROPOSED STORM DRAIN MANHOLE/ <br />PROPOSED SANITARY SEWER MANHOLE <br />F¢ a <br />a <br />d Q <br />_�- <br />W <br />Lo 3 <br />V) 3 <br />N 3 <br />�_ <br />10 <br />N <br />PROPOSED WATER WALVE <br />FC RAD.=41' <br />2 <br />1 4 <br />��+� <br />)D <br />PROPOSED FIRE HYDRANT <br />STA. 3 + 81.52 <br />5' TYP'• <br />PROPOSED CATCH BASIN <br />7 <br />ao <br />/ <br />8 <br />+ <br />f <br />w <br />+ " <br />~ <br />r r <br />CONSTRUCTION NOTES <br />1 <br />FC <br />RAD.=59' <br />aro a <br />rn a <br />Q <br />N o <br />p1 INSTALL CATCH BASIN SEE DETAIL SHEET (TIP.) <br />S <br />+ N <br />r <br />\ <br />FC RAD.=41'� <br />w <br />w <br />0 <br />r <br />,n <br />® <br />ut 3 <br />+ <br />© INSTALL AC DIKE SEE DETAIL SHEET (TYP.) <br />� <br />N � <br />M <br />+ N <br />N <br />co <br />Q a <br />➢ <br />0 <br />© INSTALL I" WATER SERVICE PER S.J. CO. STD. PLAN CW-W8. (TYP.) <br />g 3 <br />\ <br />-moi <br />a <br />+ � <br />co N <br />® <br />+ 1n <br />r <br />y <br />N 3 <br />0 <br />® INSTALL WATER VALVE PER S.J. CO. STD. PLAN CW-W5. <br />/ 0 <br />Ln 5: <br />n w <br />0 n <br />0 <br />`O cr <br />c <br />d a <br />N3 <br />W <br />SQ INSTALL FIRE HYDRANT PER S.J. CO. STD. PLAN CW-W18. <br />w <br />�� <br />Q <br />D <br />+ <br />© FACE OF CURB RADIUS IS 30 FEET <br />S 9 <br />+ N <br />00 3 <br />+ <br />Ln <br />FQ-•a <br />in 3 <br />0 <br />© INSTALL 4" SEWER SERVICE PER. S.J. CO. STD. PLAN S-7A. <br />It <br />+ N <br />_OD <br />w <br />+to <br />+ <br />7 <br />® INSTALL BLUE REFLECTIVE MARKER 1' OFF CENTERLINE(TYP) <br />M� <br />Q90 <br />Q <br />N3 <br />N <br />N <br />J <br />N <br />0 I <br />N <br />77 <br />Q <br />78 <br />v~i 3 <br />82 <br />79 <br />81 <br />gp <br />Z� WATER WELL WAY <br />�A I /�AAIC <br />1'1/1 /� <br />r <br />SCALE: <br />HORIZ: <br />1"=40' <br />VERT: <br />1 "= 4' <br />. • . 4 <br />.�,� <br />• . <br />GPO, <br />Al <br />t; <br />4 00 <br />5 00 <br />8 <br />7 00 <br />8 <br />00 <br />9 00 <br />10 <br />11 .00 <br />Lr <br />ej <br />F XIS IINJ(4 <br />14 <br />to <br />LLI <br />It <br />zz <br />1 <br />12 08 <br />N <br />(12144SZ <br />—w Ill <br />14 <br />L <br />ign <br />= <br />N <br />DILLON & MURPHY <br />- <br />CONSULTING CIVIL ENGINEERS <br />N <br />- <br />ENGINEERING PLANNING SURVEYING <br />1820 W. KETILEMAN LANE, SUITE E, CALIFORNIA <br />LODI, 95242 (209) 334-6613 <br />z <br />IMPROVEMENT PLANS FOR TRACT NO. 2927 <br />CASTELLO ESTATES <br />- <br />FALeONE <br />DRIVE WA TERWELL WAY <br />STA. 3 + 30 TO STA. 10 + 50 <br />APRIL, 2000 <br />SAN JOAQUIN COUNTY <br />REV. NO. <br />Q <br />DESCRIPTION <br />STREET NAMES <br />DATE <br />11-03 <br />SCALE: AS NOTED <br />DRAWN BY: S.M. B.G M.T. <br />BENCH MARK:BB-42 EL: 138.58 <br />DESCRIPTION: <br />SHEET <br />— <br />22 <br />LOT CLOSURES <br />11-03 <br />DESIGNED BY: J.M. <br />BRASS CAP S/W CORNER OF <br />F 30 SHEET <br />® <br />MISC. <br />11-03 <br />CHECKED BY: C.D. <br />CONCRETE CULVERT 114' NORTH <br />OF LINNE RD. ON THE WEST SIDE <br />OF MAC ARTHUR ROAD <br />JOB NO. <br />9877 <br />cam. MEM77K22 <br />AS BUILT BY: BH 11-03 <br />