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SCALE: 1 " = 40" <br />00 � <br />,y0 <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 />yN <br />KEEP ALL VEHICLES, EQUIPMENT, TOOLS AND® <br />PEOPLE 10 FEET FROM POWER LINES, IF YOU <br />ST <br />MUWORK WITHIN 10 FEET OF LINES <br />PLEASE CALL PG&E ®8O0-743-50005000 <br />48 + 00 49 <br />LOT <br />STORM <br />+ w <br />J'p <br />SO Ha <br />`� <br />rp <br />N• <br />+ 00 <br />A <br />POND <br />p <br />$D <br />YS <br />S PR <br />' $ SERV 9g <br />F` O%s' SCF <br />SeRyiCe <br />STA. 50 + 57 <br />119.20 TC/HP <br />e0 + 00 <br />/ <br />10' P.U.E. / x5ti�� <br />/„ 50 gyp. YYY `\'4 ZG <br />1a \\9 <br />x59 kSE <br />50 R�\c <br />S�P'(E(i SE 6`L6� F. <br />S'(P ERS <br />cam <br />50 + 00 <br />1p9 Q ~ a <br />x�, N <br />°' d d <br />a N v <br />83 0 <br />00 <br />SZ <br />_ <br />3 j \ 1 <br />- _ <br />7 goy <br />51 w N 8 W <br />SDMH 18" SD <br />\� 8 <br />g, <br />' <br />-- - / <br />96ryS <br />U 80 <br />Sip 0°jR a ~ , m <br />1 <br />. N OR a U <br />± N ~ <br />N d o <br />U <br />Q. N U <br />51 + 00 <br />d <br />5 <br />• <br />6 <br />SEE SHEET 12 <br />R W <br />m <br />o <br />o <br />rn / <br />3 <br />N <br />N <br />53 <br />ss H 0 <br />o <br />N <br />3 <br />In <br />SEE SHEET 12 <br />52 + 00 <br />84 <br />/ 1 <br />- --- `--- „-so---- <br />5' P.S.D.E. <br />117.82 TC LP <br />STA. 52+00.00 COLE CT. = <br />STA. 43+26.56 COLE WAY <br />SURVEY MONUMENT <br />OOO <br />88 <br />118.50 TC HP <br />� <br />ALYCIA CT. <br />SCALE: <br />SCALE: <br />HORIZ: 1 "=40' <br />VERT: 1 "= 4' <br />53 + 00 54 + 00 <br />LEGEND <br />AC. ASPHALT CONCRETE GB <br />TC. TOP OF CURB (TYPO <br />W WATER SS <br />SD STORM DRAIN INV <br />R/W RIGHT-OF-WAY <br />F.F. FINISH FLOOR <br />P.U.E. PUBLIC UTILITY EASEMENT p <br />STA. STATION _ y <br />CL CENTERLINE <br />EX EXISTING III <br />OG ORIGINAL GROUND w <br />SDMH PROPOSED STORM DRAIN MAINTENANCE HOLE w <br />: SSMH PROPOSED SANITARY SEWER MAINTENANCE HOLE • <br />HP HIGH POINT • <br />LP LOW POINT <br />SSCO SANITARY SEWER CLEAN OUT ® <br />FG FINISHED GRADE <br />(T) TOTAL <br />TBO TEMPORARY BLOW OFF <br />P.S.D.E. PRIVATE STORM DRAIN EASEMENT <br />CONSTRUCTION NOTES <br />( INSTALL VERTICAL CURB AND GUTTER SEE DETAIL SHEET 24 (TYP.). <br />122 INSTALL CATCH BASIN SEE DETAIL SHEET 23 (TYR.). <br />© INSTALL 1" WATER SERWCE/METER PER S.J. CO. SID. PLAN CW -W8. SEE <br />DETAIL SHEET NO. 23 (TYP.). <br />® INSTALL WATER VALVE PER S.J. CO. STD. PLAN CW -W5 DETAIL <br />SHEET NO. 23 (TYP.). <br />50 INSTALL FIRE HYDRANT PER S.J. CO. STD. PLAN CW -W/8 DETAIL <br />SHEET NO. 23 (TYP.) AND INSTALL BLUE REFLECTIVE MARKER ON <br />STREET I' TOWARD HYDRANT FROM CENTERLINE <br />© FACE OF CURB RADIUS= 30' (TYP).gym. <br />© INSTALL 4" SEWER SERVICE PER S.J. CO. STD PLANS S -7A. <br />SEE SHEET 23 (T P.). <br />INSTALL SANITARY SEWER CLEAN OUT PER S.J. CO. STD. PLAN CW -511, <br />SEE SHEET 23 (rm.). <br />55 + 00 56 + 00 <br />GRADE BREAK <br />TYPICAL <br />SANITARY SEWER <br />INVERT <br />SEE CONSTRUCTION NOTES <br />EX. POWER POLE <br />PROPOSED STREET LIGHT <br />PROPOSED CATCH BASIN <br />PROPOSED FIRE HYDRANT <br />PROPOSED WATER VALVE <br />EXISTING WATER VALVE <br />BLUE REFLECTOR MARKER <br />PROPOSED AIR RELEASE <br />VALVE <br />PROPOSED BLOW -OFF VALVE <br />r <br />! t 0 n i� ,t <br />f Y) ? <br />ec11 1 x By <br />- <br />'f <br />I awing Sh-. j!d V,,.IlV - <br />1 ' [ The cnA ()f Work <br />EXISTING <br />GROUNU_ <br />116 <br />INSTALL <br />Vill <br />H-11 <br />- <br />DILLON & MURPHY <br />Ing <br />CONSULTING CIVIL ENGINEERS <br />_ <br />Nutt <br />= <br />ENGINEERING PLANNING <br />a o SURVEYING <br />_-S-0.002- <br />- <br />------ <br />- <br />- <br />1820 W. KETTLEMAN LANE, SUITE E, LODI, CALIFORNIA 95242 (209) <br />334-6613 <br />11A_ <br />I flAIMPROVEMENT <br />PLANS FOR TRACT NO. 3422 <br />-_q <br />- <br />- - - <br />CARBONA STATION UNIT 2 <br />- - <br />- - <br />_ <br />— <br />- - <br />ALYCIA CT. <br />- - - <br />� -- <br />TOG- <br />— <br />- <br />- <br />— <br />— <br />IGO <br />STA. 48 + 00 TO STA. 52 + 00 <br />NOVEMBER, 2004 <br />SAN JOAOUIN COUNTY, CALIFORNIA <br />__..._.-..._._. -. ___--_ <br />-. - <br />_-_ - <br />_ <br />_ <br />_� <br />r �� <br />_ __ -_ <br />_._ _ -. --_ __. _-_ _- <br />__ __ -. <br />-- - -- -- --- _- <br />- _._ <br />- - <br />--- - <br />SCALE: AS NOTED <br />BENCH MARK:RR 42 EL:138.58 <br />SHEET <br />- -- - -- - - -- - -- - --- - - --- -- - <br />REV. NO. <br />DESCRIPTION <br />DATE <br />DRAWN BY: EK LM <br />DESCRIPTION: <br />BRASS CAP S/W CORNER OF <br />CONCRETE CULVERT 114' NORTH <br />LYNN N W EST SID <br />OF MAC ARTHUR DRIVE. <br />13 <br />- <br />, � - <br />-- --- -- -- -- -- --- <br />�- -r - - - °' <br />DESIGNED BY: B.G. <br />OF <br />24 SHEETS <br />- -- _- <br />- -- -- - - <br />_ - �_---- -- -- _ �� <br />_ <br />CHECKED BY: C.D. <br />OB <br />J00 50. <br />0 <br />AS BUILT BY: <br />