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N <br />3 <br />SCALE: N 1" = 40' <br />I <br />LEGEND <br />121./ <br />119 <br />1223 <br />7 X/r <br />119.9 <br />118 0 <br />v1 I 175.12 R7/Iq <br />N N <br />N <br />2 O /J It O mr <br />11vt rrn6 ne.9 011 1216 111�1 II 120.1 <br />21 / J <br />J <br />.Iia 1 <br />Z <br />11 A8 119-1 120) 1205 ,2aa 12010 12P2 <br />,1 / J 120'0 Rly <br />mel 114 9 <br />MASONRY WALL / / - 6 INV <br />(BY OTHERS) <br />1190 /l9S IIP.I <br />11 12 1205 120.1 1203 12QA 1213 1204. <br />1 <br />/ �1 10' P.S.D.E. <br />11„ <br />1 <br />N <br />121.E 1266 1201 120.6 120.1 120.6 1209 <br />121.6 rn O <br />o / <br />V VL6 120, 1226 1211 1117 11..]] 120.8 I2OJ <br />12 <br />1212 1106 1206 1 ' / 1219 120E <br />ooP� ¢O] /^ \ 1712 <br />122.90 PAD �? <br />/ \ <br />12re I 121 rz / \ \ 1211 121.2 121.1 I 1 O 1 <br />2 <br />e2 �G <br />16 <br />122.00 PAD \ \ <br />I'll <br />I20.I 1261 I., <br />1211 I'll 1201 <br />1266 1211 1m. <br />C:I <br />1206 1 020.1 1219 <br />^1 <br />W <br />1211 V i 020E 190." <br />120.1 1209 1269 <br />12 1211211 I.I 1212 12,2 \121.1 1111 <br />12'. 12x1,2,., <br />110' PUE 18" SD <br />15 v v - <br />< 122.00 PAD A \ 'f21 _T. __... <br />12:4 rzrl <br />1221 4 V I212 1212 \ 21.4 T� - -- r 11rs 121w1s .1 __ _ _ <br />r2rs <br />- - DEPOT MASTER DR. <br />/ Y \ 120.60 TC SDMH 6 18' SD <br />i <br />N /Isra Is r2,e� / / n 6� -p I27j' 121- 1211 nn '2'14 <br />1 <br />rzls nrs <br />12 1 r j <br />�10'PUE - <br />122.50 PAD \ i ' - 18" SD <br />13 <br />122.90 PAD Y / <br />AC. <br />AC. <br />ASPHALT CONCRETE <br />GB <br />GRADE BREAK <br />TC. <br />TOP OF CURB <br />(TYP.) <br />TYPICAL <br />W <br />WATER <br />SS <br />SANITARY SEWER <br />SD <br />STORM DRAIN <br />INV <br />INVERT <br />E/P <br />EDGE OF PAVEMENT <br />F. F, <br />FINISH FLOOR <br />SEE CONSTRUCTION NOTES <br />P.U.E. <br />PUBLIC UTILITY EASEMENT <br />O <br />EX. POWER POLE <br />STA. <br />STATION <br />CL <br />CENTERLINE <br />PROPOSED STREET LIGHT <br />EX <br />EXISTING <br />(T <br />PROPOSED CATCH BASIN <br />OG <br />ORIGINAL GROUND <br />JR <br />PROPOSED FIRE HYDRANT <br />• SDMH <br />PROPOSED STORM DRAIN MAINTENANCE HOLE <br />~ <br />PROPOSED WATER WALVE <br />• SSMH <br />PROPOSED SANITARY SEWER MAINTENANCE HOLE <br />EXISTING WATER VALVE <br />HP <br />HIGH POINT <br />LP <br />LOW POINT <br />FG <br />FINISHED GRADE <br />SEE SHEET 6 <br />, 6 121.6 <br />i <br />121.6 1216 1211 121.6 "I1 <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 0 800-743-5000 <br />J <br />DI110N & MURPHY <br />CONSULTING CIVIL ENGINEERS <br />ENGINEERING • PLANNING • SURVEYING <br />1820 W KETTLEMAN LANE, SUITE E, LODI, CALIFORNIA 95242 (209) 334-6613 <br />IMPROVEMENT PLANS FOR TRACT NO. 2949 <br />CARBONA STATION <br />GRADING PLAN - DEPOT MASTER DR. <br />AUGUST, 2003 <br />TRACY, CALIFORNIA <br />REV. N0. DESCRIPTION DATE SCALE: 1" = 40' BENCH MARK:@$=42 EL 138.58 SHEET <br />DRAWN BY: EK 7 <br />DESCRIPTION: <br />DESIGNED BY: JM BRASS CAP S/W CORNER OF OF 27 SHEETS <br />CONCRETE CULVERT 1141 NORTH <br />CHECKED BY: OF LINNE RD. ON THE WEST SIDE JOB NO. <br />OF MAC ARTHUR DRIVE. 0005 <br />