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�Nmil <br />SCALE: 1" = 40' <br />STA. 24+66.00 <br />GERHART <br />LN. <br />- <br />STA. 40+00.00 LEO <br />DRIVE <br />V <br />SEE SHEET 9 <br />SURVEY <br />MONUMENT <br />SEE SHEET 12 <br />FRAME AND COVER <br />N <br />a <br />a <br />n <br />�w o 00 <br />N <br />+rN <br />< DO <br />+ <br />114 <br />v r <br />o <br />m~ <br />�MO <br />Q <br />IoWX�f <br />1-<N 0 <br />o <br />M <br />M <br />M. <br />CO <br />a° <br />NN <br />N <br />^' N <br />V116 <br />m <br />+ <br />W <br />I > <br />+W <br />W>UNWN <br />.OrnNQrVyI <br />Q <br />WV�W�I <br />W(�WA <br />mW W <br />7j <br />mONQrN-i- <br />UNa3 <br />N+ <br />JU <br />+ <br />M <br />+ <br />+ <br />+ <br />+ <br />+ + <br />U+ <br />m+ <br />+W <br />MrQNO <br />NQ <br />NQNW� <br />NNQ <br />�NQ- NW� <br />NfWN>G90 <br />r+ <br />I <br />if,r <br />o14 <br />' <br />m <br />Wk <br />m <br />O <br />;'a' <br />c <br />- <br />/ <br />/ <br />/ <br />«\ <br />10P.U.E. <br />SEE DETAIL <br />A / <br />STA. 29+39.00 <br />B- <br />EH <br />O- W---- <br />" WATER <br />CFROASNMINGENECXV.E <br />2 <br />- - <br />- <br />-- <br />- <br />- <br />-n4pN4N <br />FIELD VERIFY INV <br />STA. 19+56.35 <br />4 • <br />5 <br />WATER SERVICE <br />c <br />=20 <br />H01 <br />- <br />STA. 29+26.00 <br />STA. 19+52.69 <br />W <br />W <br />w <br />SERVICE 0 + o <br />z1 <br />+ o <br />1 <br />z + oo <br />24 00 <br />25 <br />+ 00 <br />ze + 00 <br />+ GG <br />28 <br />SURVEY MONUMENT <br />SDMH <br />12" SD <br />-LI <br />R8 <br />ATT NDO CEO <br />117 <br />STA. 19+56.95 <br />' <br />LX 8 <br />5 TYP <br />Coz <br />6 <br />6 <br />csa <br />R_2O, <br />LL SW -42 <br />112.0 TC/HP <br />In <br />- <br />- <br />----------- <br />--------r10' <br />_-- <br />-- <br />- -COR <br />- <br />_-,/ <br />P.U.E. <br />10' P.U.E. <br />A <br />LEGEND <br />m <br />124 <br />9�G <br />VwVr <br />1, <br />cj� <br />AC. ASPHALTCONCRETE <br />Oxe1 <br />WV <br />rnN <br />mrn <br />TC. TOP OF CURB <br />- O W <br />} <br />+ <br />N= <br />Vo <br />O\ <br />W WATER <br />O <br />V <br />p U <br />N O dcn <br />n <br />ar <br />VM a� <br />V <br />aN <br />SD STORM DRAIN+ <br />pN <br />+ <br />O 2Dw- <br />+ <br />M <br />+w <br />MA <br />WO <br />i <br />O <br />+ <br />O <br />+ <br />m myOmoy <br />N <br />+n+ <br />E P EDGE OF PAVEMENT <br />+ + <br />F, <br />N <br />+r <br />12 <br />Q <br />m <br />. <br />" <br />N123r <br />F.F. FINISH FLOOR <br />+ <br />k <br />N <br />43 <br />le �co~ <br />P.U.E. PUBLIC UTILITY EASEMENT <br />oNmN� <br />v <br />STA. STATIONN <br />V <br />m <br />m <br />122 <br />116 <br />1 16 <br />SEE SHEE <br />T 12N3 <br />CL CENTERLINE <br />Of <br />STA. 20+00.00 <br />STA. 22+94.22 GERHART LN.= <br />SEE SHEET <br />f <br />9 <br />EX EXISTING <br />SURVEY MONUMENT <br />STA. 9+51.45 RENEE AVE. <br />OG ORIGINAL GROUND <br />• SDMH <br />FRAME AND COVER <br />SURVEY MONUMENT <br />PROPOSED STORM DRAIN MAINTENANCE HOLE <br />FRAME AND COVER <br />• SSMH PROPOSED SANITARY SEWER MAINTENANCE HOLE <br />HP HIGH POINT <br />CONSTRUCTION NOTES <br />1 <br />1 2 =-" <br />---- <br />- <br />--" <br />1 1 2 <br />LOWPOINT <br />-tff30-'fC- <br />MHt--1-Yff3b-Te <br />SSP SANARY SEWER CLEAN OUT <br />(2) INSTALL VERTICAL CURB AND GUTTER SEE DETAIL SHEET /7 (TYP.). <br />-_ —_ <br />_ <br />- <br />_-- <br />FG FINISHED GRADE <br />(T) TOTAL <br />Q2 INSTALL CATCH BASIN SEE DETAIL SHEET <br />/5 (TYP.). <br />--- --::, <br />-09- <br />:: <br />9 -80 -RMA-.. <br />- <br />GB GRADE BREAK <br />Q INSTALL 1" WATER SERVICE/METER PER S.J. CO. STD. PLAN CW -W8. <br />_ B4 ._ <br />___ <br />__. <br />--GBS-. <br />(SS TYPICAL <br />SEE DETAIL SHEET NO. 16 (TYP.). <br />108 <br />V <br />._. <br />- .__ <br />.-_. <br />_ <br />1 08 <br />SS SANITARY SEWER <br />® INSTALL WATER VALVE PER S.J. CO. STD. <br />PLAN CW -W5 SEE DETAIL <br />___- <br />_--- <br />- _- <br />__ -: <br />_:::_: <br />INV INVERT <br />SHEET NO. 15 (TYP.). <br />_ - <br />- <br />INV <br />- <br />- <br />NOTE: <br />2 SEE CONSTRUCTION NOTES <br />d�� <br />05 INSTALL FIRE HYDRANT PER S.J. CO. STD. <br />PLAN CW -W/8 SEE DETAIL <br />105 6 <br />_ __... <br />_$•.1Y-.—_ <br />_ <br />�: <br />ALL EXISTING SANITARY SEWER MAINTENANCE p EX. POWER POLE <br />SHEET NO. 16 (TYP.) AND INSTALL BLUE <br />REFLECTIVE MARKER ON <br />-- <br />- <br />— <br />HOLES SHALL BE ADJUSTED TO AC GRADE. <br />PROPOSED STREET LIGHT <br />BEFORE YOU DIG <br />STREET 1' TOWARD HYDRANT FROM CENTERLINE (TYP.). <br />104 <br />- <br />104 <br />PROPOSED CATCH BASIN <br />© FACE OF CURB RADIUS= 30' (TYP.). <br />GERHART LANE <br />= <br />1R PROPOSED FIRE HYDRANT <br />CALL USA UNDERGROUND SERVICE ALERT <br />48 HOURS PRIOR TO CONSTRUCTION. CALL <br />© INSTALL 4" SEWER SERVICE PER S.J. CO. <br />STD PLANS S -7A. <br />1S3'2�N" <br />PROPOSED WATER WALVE <br />TOLL FREE 1-800-227-2600 <br />IWP <br />SEE SHEET 16 (TYR). <br />SCALE: <br />j� C (� [ ('"� r <br />R EGO i ® i_..8 R �'vvly `1= '' <br />w EXISTING WATER VALVE <br />KEEP ALL VEHICLES, EQUIPMENT, TOOLS AND <br />PEOPLE 10 FEET FROM POWER LINES, IF YOU <br />® INSTALL SANITARY SEWER CLEAN OUT PER S.J. CO. STD. PLAN CW -S11, <br />HORIZ: <br />1"=40' <br />"- <br />1 <br />100 <br />r <br />Cor ecti�:�s 8I <br />BLUE REFLECTOR MARKER <br />♦ PROPOSED AIR RELEASE <br />� MUST WORK WITHIN 10 FEET OF POWER <br />PLEASE CALL PG&E O 800-743-5000 <br />LINES <br />SEE SHEET 16 (TYP.). <br />VERT: <br />1 4' <br />DETAIL <br />A <br />No Cha � P 6 ��_ <br />5 '' Y <br />VALVE <br />90 INSTALL MAINTENANCE HOLE PER S.J. CO. <br />STD. PLAN CW -S7 SEE SHEET 16 (TYP.) <br />Dale Y/Y/�(�- <br />® PROPOSED BLOW -OFF VALVE <br />® INSTALL BLOW -OFF PER SJ.CO. DETAIL SEE SHEET 16. <br />SCALE: <br />Any P -enol U u 1 h s Dra\ro n 1 ;,nm� lI + \s. <br />HORIZ: <br />1"=40' <br />Ail information R � 'ir1 <br />VERT: <br />1 "= <br />4' <br />20 + 00 <br />21 <br />+ 00 <br />22 + 00 <br />23 + 00 <br />24 + <br />00 <br />25 <br />+ 00 <br />26 + 00 <br />27 + 00 <br />28 <br />+ 00 <br />29 + 00 <br />30 + 00 <br />luu VG <br />J <br />Lurn <br />116 <br />_. -- <br />- <br />- <br />1JTW(T-GR4aklN6'_ <br />0-t-.._ <br />m <br />PROPOSM _TC- <br />9777 <br />0057 <br />-- <br />- <br />- <br />- <br />- - <br />_ <br />DI110N & MURPHY <br />=- <br />-- - <br />CONSULTING CIVIL ENGINEERS <br />— <br />—+ <br />— <br />— <br />-- <br />ENGINEERING • PLANNING •URV YING <br />S E <br />1820 W KETTLEMAN LANE, SUITE E, LODI, CALIFORNA 95242 (209) 334 6613 <br />IMPROVEMENT PLANS FOR TRACT NO. 3440 <br />-- - _ - <br />Ir - -._ _ <br />- <br />CARBONA STATION UNIT 3 <br />- <br />_ <br />- <br />- <br />-- <br />- <br />_- <br />- <br />GERHART LANE <br />STA. 20 + 00 TO STA. 29 + 39 <br />- - - - - -- - ---- <br />- -- - - - <br />- <br />NOVEMBER, 2004 <br />- <br />_ <br />_ <br />SAN JOAQUIN COUNTY, CALIFORNW <br />-_69 <br />1441 <br />-... <br />REV. N0. <br />DESCRIPTION <br />DATE <br />SCALE: AS NOTED <br />BENCH MARK:@B=¢2 EL 13R.5R <br />SHEET <br />' <br />- - -- - - -— -- <br />BY: EK/LM/SM <br />DESCRIPTION: <br />8 <br />--- - - n---- �- - - -DRAWN <br />- - <br />DESIGNED BY: B.G. <br />BRASS CAP S/W CORNER OF <br />CONCRETE CULVERT 114' NORTH <br />OF LINNE RD. ON THE WEST SIDE <br />OF 17 SHEETS <br />_ <br />- - ------���----- <br />- - - -- - -- x <br />_"n <br />- - �- --- _ <br />CHECKED BY: C.D. <br />OB NO. <br />U0005 <br />- --- <br />'i. -.- - - -- - <br />��— - <br />-__. <br />_�� <br />_ - <br />___ <br />OF MAC ARTHUR DRIVE. <br />Oma-._ <br />AS BUILT BY: <br />