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Now <br />"DESIGNATED <br />REMAINDER" <br />BEFORE YOU DIG <br />CALL USA UNDERGROUND SERVICE ALERT <br />48 HOURS PRIOR TO CONSTRUCTION. CALL <br />TOLL FREE 1-800-227-2600 <br />KEEP ALL VEHICLES, EQUIPMENT, TOOLS AND <br />PEOPLE 10 FEET FROM POWER LINES, IF YOU <br />MUST WORK WITHIN 10 FEET OF POWER LINES <br />PLEASE CALL PG&E • 800-743-5000 <br />27 + 00 <br />II I <br />STA. 72 + 08.65 X <br />m I <br />122.96 TC/HP <br />G 'I <br />OVERLAY REQUIRED 1 <br />SEE NOTE BELOW III <br />IV — <br />[F715r—--- Ill <br />10' P.U.E. <br />28 + 00 <br />JI/i. JVtUU.UU LINULT LN. = <br />16 STA. 73+58.91 ZILLI DR. <br />SURVEY MONUMENT, <br />FRAME AND COVER <br />EX. 10' P.U.E.~ <br />17 <br />JCC NVIC DLLUYY <br />INSTALL 16' DRWY <br />PER S.J.CO. STD. <br />NO. R-16 <br />STA. 75 + 08.70 <br />122.00 TC <br />IvnTp-• <br />I <br />L II <br />STA. 72 + 08.65 <br />1 122.96 TC/HP <br />0 <br />^0 <br />EX. <br />10' P.U.E. <br />— — - <br />W <br />x <br />I O `, <br />14 4) <br />O> <br />W <br />0 <br />Ld <br />U <br />U <br />\ <br />w <br />+ <br />W + <br />N <br />w <br />w <br />+ FU- <br />o <br />M <br />(p <br />O <br />'t 0 <br />O <br />M <br />F <br />x to <br />w <br />W Q <br />G' <br />w <br />N <br />U <br />+ <br />�N <br />v~i3 <br />Q <br />00 <br />J <br />00 Of <br />a <br />\uj <br />~ <br />F <br />U <br />N <br />U <br />j <br />\ <br />V) N <br />O <br />]1 L <br />aD <br />+ <br />31 00 <br />14 13 <br />+ F <br />M r- <br />0) 0) <br />10' P.U.E. O — - <br />to <br />�— <br />Lo <br />Illi <br />0 <br />^0 <br />0 <br />— — — <br />— — - <br />W <br />W <br />14 4) <br />o <br />illl <br />x <br />Lu <br />06 <br />w <br />Un <br />+ <br />U <br />O <br />M <br />CENTERLINE <br />' <br />j <br />M <br />00 <br />I" <br />N <br />00 <br />00 <br />„ <br />III+ <br />00 Of <br />a <br />\uj <br />~ <br />F <br />U <br />N <br />U <br />j <br />VIII <br />O~ <br />O <br />M <br />aD <br />+ <br />w+ <br />a0 <br />u 1 <br />X <br />+ <br />M <br />N <br />V)—— <br />SEE CONSTRUCTION NOTES <br />-o- <br />ui <br />N <br />EX. STREET LIGHT <br />K) <br />(<_ <br />N <br />O <br />L, <br />O <br />O' <br />LL,I� <br />'nw <br />cN�1 <br />�' <br />n <br />M <br />I <br />O <br />V)i <br />0 <br />V) <br />3 <br />— <br />_y I <br />I III <br />EX. <br />10' P.U.E. <br />8 I <br />STA. <br />75 <br />+ <br />08.70 <br />Dc�D <br />d <br />3 <br />IIS <br />ih <br />122.0 <br />TC-- <br />0 <br />-- —- <br />II II �� G <br />III <br />IN <br />DUE TO EXTENSIVE ASPHALT SAWCUT AND PATCH, ZILLI DRIVE SHALL REQUIRE AN AC OVERLAY <br />FROM STA. 72+08.65 TO STA. 73+08.70 AFTER UTILITY CONSTRUCRON. <br />29 + 00 <br />30 + 00 <br />+ F <br />M I\ <br />0) <br />O <br />N <br />LINDLY LANE <br />SCALE: <br />HORIZ: 1 "=40' <br />VERT: 1 4' <br />31 + 00 <br />I <br />32+00 <br />SS <br />32 + 00 <br />N <br />N <br />+ <br />N <br />M <br />0I <br />W LLJ <br />U N U 2 <br />w +w <br />M <br />V) <br />LL, LL, a <br />Ld W <br />3 Q I- <br />U) 0 3 <br />33+00 <br />0 <br />0 <br />> <br />0 <br />— — — <br />— — - <br />W <br />W <br />14 4) <br />o <br />Uw <br />+ <br />w <br />FINISH FLOOR <br />Un <br />+ <br />U <br />O <br />M <br />CENTERLINE <br />' <br />j <br />M <br />00 <br />I" <br />N <br />00 <br />00 <br />LLJ <br />r <br />a <br />O <br />F <br />U <br />N <br />FINISHED GRADE <br />(T) <br />N <br />ED+ <br />w <br />M <br />00 <br />+ <br />SANITARY SEWER <br />+ <br />INVERT <br />+ <br />M <br />N <br />V)—— <br />SEE CONSTRUCTION NOTES <br />-o- <br />EX. POWER POLE <br />N <br />EX. STREET LIGHT <br />rn <br />'nw <br />M <br />n <br />M <br />O <br />w <br />d <br />od <br />Dc�D <br />d <br />3 <br />c~n <br />Vn <br />N3 <br />0 <br />NN <br />N <br />+ <br />L) <br />� <br />M <br />N <br />N <br />o <br />04 <br />— <br />— <br />— <br />— � <br />— <br />— <br />— <br />- <br />N <br />N <br />+ <br />N <br />M <br />0I <br />W LLJ <br />U N U 2 <br />w +w <br />M <br />V) <br />LL, LL, a <br />Ld W <br />3 Q I- <br />U) 0 3 <br />33+00 <br />0 <br />0 <br />> <br />0 <br />— — — <br />— — - <br />W <br />10' P.U.E. <br />14 4) <br />o <br />0 <br />+ <br />w <br />FINISH FLOOR <br />Un <br />+ <br />F <br />M <br />lt <br />CENTERLINE <br />� <br />M <br />M <br />00 <br />M <br />N <br />11 <br />00 <br />LLJ <br />r <br />a <br />O <br />F <br />U <br />N <br />FINISHED GRADE <br />(T) <br />TOTAL <br />ED+ <br />GRADE BREAK <br />M <br />00 <br />SS <br />SANITARY SEWER <br />INV <br />INVERT <br />a <br />M <br />-- <br />V)—— <br />SEE CONSTRUCTION NOTES <br />-o- <br />EX. POWER POLE <br />w <br />0 <br />> <br />U <br />w <br />TOP OF CURB <br />W <br />10' P.U.E. <br />14 4) <br />+ <br />w <br />+ <br />w <br />FINISH FLOOR <br />Un <br />F <br />STA. <br />M <br />lt <br />CENTERLINE <br />� <br />M <br />M <br />00 <br />3 12 <br />0) <br />11 <br />00 <br />LLJ <br />r <br />a <br />+ <br />F <br />U <br />3 <br />FINISHED GRADE <br />(T) <br />TOTAL <br />GB <br />GRADE BREAK <br />M <br />00 <br />SS <br />SANITARY SEWER <br />INV <br />INVERT <br />a <br />� <br />-- <br />V)—— <br />34 + 00 <br />> <br />0 <br />> <br />3 <br />w <br />TOP OF CURB <br />W <br />10' P.U.E. <br />14 4) <br />+ <br />w <br />+ <br />F. F. <br />FINISH FLOOR <br />Un <br />F <br />STA. <br />M <br />lt <br />CENTERLINE <br />� <br />M <br />M <br />00 <br />w <br />PROPOSED STORM DRAIN MAINTENANCE HOLE <br />SSMH <br />00 <br />LLJ <br />r <br />a <br />01 <br />0 L0 <br />O <br />U <br />3 <br />FINISHED GRADE <br />> <br />FIRE HYDRANT <br />> <br />3 <br />w <br />TOP OF CURB <br />W <br />WATER <br />SD <br />+ <br />w <br />EDGE OF PAVEMENT <br />F. F. <br />FINISH FLOOR <br />Un <br />PUBLIC UTILITY EASEMENT <br />STA. <br />M <br />CL <br />CENTERLINE <br />� <br />M <br />� <br />ORIGINAL GROUND <br />w <br />PROPOSED STORM DRAIN MAINTENANCE HOLE <br />SSMH <br />PROPOSED SANITARY SEWER MAINTENANCE HOLE <br />w <br />r <br />a <br />LOW POINT <br />cn <br />cn <br />3 <br />FINISHED GRADE <br />33 + 00 <br />34 + 00 <br />35 �00 <br />35 + 00 <br />�Nmmmm-- <br />SCALE. 1 " = 40' <br />LEGEND <br />FH <br />FIRE HYDRANT <br />AC. <br />ASPHALT CONCRETE <br />TC. <br />TOP OF CURB <br />W <br />WATER <br />SD <br />STORM DRAIN <br />EP <br />EDGE OF PAVEMENT <br />F. F. <br />FINISH FLOOR <br />P.U.E. <br />PUBLIC UTILITY EASEMENT <br />STA. <br />STATION <br />CL <br />CENTERLINE <br />EX <br />EXISTING <br />OG <br />ORIGINAL GROUND <br />SDMH <br />PROPOSED STORM DRAIN MAINTENANCE HOLE <br />SSMH <br />PROPOSED SANITARY SEWER MAINTENANCE HOLE <br />HP <br />HIGH POINT <br />LP <br />LOW POINT <br />SSCO <br />SANITARY SEWER CLEAN OUT <br />FG <br />FINISHED GRADE <br />(T) <br />TOTAL <br />GB <br />GRADE BREAK <br />(TYP.) <br />TYPICAL <br />SS <br />SANITARY SEWER <br />INV <br />INVERT <br />R/W <br />RIGHT-OF-WAY <br />TC <br />TOP OF CURB <br />SEE CONSTRUCTION NOTES <br />-o- <br />EX. POWER POLE <br />o-- <br />EX. STREET LIGHT <br />PROPOSED STREET LIGHT <br />® PROPOSED CATCH BASIN <br />)1k PROPOSED FIRE HYDRANT <br />f� EX. FIRE HYDRANT <br />N PROPOSED WATER VALVE <br />Yb EXISTING WATER VALVE <br />BLUE REFLECTOR MARKER <br />♦ PROPOSED AIR RELEASE <br />VALVE <br />® PROPOSED BLOW -OFF VALVE <br />EXISTING MANHOLE <br />® EXISTING CATCH BASIN <br />CONSTRUCTION NOTES <br />Q1 INSTALL VERTICAL CURB AND GUTTER SEE DETAIL SHEET 15 (7 -YR). <br />02 NOT USED ON THIS SHEET <br />Q INSTALL I" WATER SERVICE/METER PER S.J. CO. STD. PLAN CW -W8. SEE <br />DETAIL SHEET NO. 14 (TYP.). <br />® NOT USED ON THIS SHEET. <br />05 INSTALL FIRE HYDRANT PER S.J. CO. STD. PLAN CW -W18 DETAIL <br />SHEET NO. 14 (TYP.) AND INSTALL BLUE REFLECTIVE MARKER ON <br />STREET I' TOWARD HYDRANT FROM CENTERLINE. <br />© FACE OF CURB RADIUS= 30' (TYP.). <br />(2) INSTALL 4" SEWER SERVICE PER S.J. CO. STD PLANS S -7A. <br />SEE SHEET 14 (TYP.). <br />® REMOVE CURB AND GUTTER AS NECESSARY. <br />36 + 00 <br />REV. NO. DESCRIPTION <br />DILLON & MURPHY <br />CONSULTING CIVIL ENGINEERS <br />ENGINEERING e PLANNING SURVEYING <br />1820 W. KETILEMAN LANE, SUITE E, LODI, CALIFORNIA 95242 (209) 334--661.3 <br />IMPROVEMENT PLANS FOR TRACT NO. 3404 <br />LINDLY ESTATES <br />LINDLY LANE <br />STA. 30 + 00.00 TO STA. 35 + 00.00 <br />DATE I SCALE: AS NOTED <br />DRAWN BY: EK/LM <br />DESIGNED BY: B.G. <br />CHECKED BY: C.D. <br />AS BUILT BY: <br />JULY, 2005 <br />SAN JOAOUIN COUNTY, CALIFORNIA <br />BENCH MARK:BB-42 EL:138.58 <br />DESCRIPTION: <br />BRASS CAP S/W CORNER OF <br />CONCRETE CULVERT 114' NORTH <br />OF LINNE RD. ON THE WEST SIDE <br />OF MAC ARTHUR DRIVE. <br />8 <br />OF 15 SHEETS <br />JOB NO. <br />0559 <br />