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N <br />M <br />V <br />SEE SHEET 7 <br />SDMH 2 <br />ss 77 11641 <br />119.70 PAD �° �.s3 . 34 D 11 <br />119.70 FG <br />117.650 <br />17 65 PAD 117.65�PAD 1 21 I 93 <br />PAD FRONT ZG <br />116.50 PAD <br />_ LIMIT LINE 116 / C 7 <br />/ � SDMH ^ <br />76 <br />57 119.70 PAD I �� <br />p G <br />50, W I PAD FRONT _. <br />120.00 FG /ss / / s0 LINE <br />/ 103 100 LIMIT <br />118.05 PAD 117.65 PAD I - I I 116.50 PAD <br />2 /. / I115I14 TC <br />116 68 TC 118p5 FG o occ�l 1 <br />s� 75 <br />120.00 PAD <br />0 <br />92 \ <br />116.50 PAD <br />N. A. P.O. T. S. <br />SCALE: N I" = 40' <br />I <br />7769 <br />rC PAD FRONT ^� <br />I�LIMIT LINE 104 I 1.. I 95 <br />(n'P) 118.05 PAD 965 PAD I J +10' P.U.E.116.50 PAD <br />11 <br />1� I <br />I F I <br />C AK 30:\/\ STA-" CI\1 <br />u leu l y o I I ASGI Q �1y00 ,,6y0 <br />1 I I 117.2 11B.05 FG <br />Q <br />I , <br />2 96 <br />s 74 10 P.u.E. I I.,,. <br />120.70 PAD <br />� I <br />98 <br />rG \ 97 <br />n \ \ \ 105 117.65 PAD 11 s.5o PAD I <br />118.05 PAD 4. 0 o N_lo <br />\ \ l� _ 0 MASONRY WALL <br />IG C' BY OTHERS3. 10 Q <br />\ L oo - Or <br />73 <br />0.7D \ \� / �c B3 / <br />� - - - CONSTRUCTION NOTE.• <br />o . D.5% <br />12PAD ZILLI DRIVE 1.05% <br />-- - <br />\ 1Q REMOVE AND REPLACE EXISTING VERTICAL CURB, GUTTER AND <br />SDMH 1 - 0 5% - - ----- GRADE LOTS TO MATCH NEW BACK OF CURB. <br />2 _- .-.- 1.05% <br />101- <br />--v <br />1- <br />52 <br />TEMPORARY R/W EASEMENT PAD FRONT <br />LIMIT LINE <br />9 / �7>> nP.) -. <br />51 ser -�� / �' , tiy�^� i 8 TO tiA 107 108 (n <br />106 10' P.U.E. 117.00 PAD = <br />/ 17.98 TC 118.00 PAD <br />8 117.00 PAD U <br />p5 \ / j' / <br />NOTE: <br />p32�11g p 58%` � / SEE SHEET NO. 4 FOR TYP. LOT GRADING DETAIL. <br />1 <br />FG G � <br />DILLON & MURPHY <br />��� LEGEND CONSULTING CIVIL ENGINEERS <br />Ac. ASPHALT CONCRETE GB GRADE BREAK RECORD DRAWING ENGINEERING PLANNING SURVEYING <br />TC. TOP OF CURB (TYP.) TYPICAL 1 Cn' BY _ _ 1820 W. KETTLEMAN LANE, SUITE E, LODI, CALIFORNIA 95242 (209) 334-6613 <br />W WATER SS SANITARY SEWER <br />SD STORM DRAIN NV INVERT [/ Y Ob IMPROVEMENT PLANS FOR TRACT NO. 3422 <br />EDGE of PAVEMENT - CARBONA STATION UNIT 2 <br />F. F. FINISH FLOOR 2 SEE CONSTRUCTION NOTES <br />F. 6 <br />P.U.E. PUBLIC UTILITY EASEMENT p EX. POWER POLE - <br />STA. STATION PROPOSED STREET LIGHT GRADING PLAN - ZILLI DR., VINCENZA AVE., <br />CL CENTERLINE 19 PROPOSED CATCH BASIN LUCIANO A VE. <br />EX EXISTING <br />OG ORIGINAL GROUND PROPOSED FIRE HYDRANT <br />PROPOSED WATER VALVE <br />BEFORE <br />: SDMH PROPOSED RSIMAINTENANCE EXISTING VALVE <br />NOVEMBER, <br />OV ER, 2004 <br />CALL SA <br />UNDERGROUND SERVICE ALERT SDMH PROPOSED SANITARY EWER MAINTENANCE HOLE BLUEREFLECTORMAKER SAN JOAQUIN COUNTY, CA <br />LIFORNIA <br />48 HOURS PRIOR TO CONSTRUCTION. CALL HP HIGH POINT • PROPOSED AIR RELEASE <br />TOLL FREE 1-800-227-2600 LP LOW POINT VALVE REV. NO. DESCRIPTION DATE SCALE: 1" = 40' BENCH MARK:BB-42 EL: 138.58 SHEET <br />KEEP ALL VEHICLES, EQUIPMENT, TOOLS AND SSCO SANITARY SEWER CLEAN OUT ® PROPOSED BLOW -OFF VALVE e <br />PEOPLE 10 FEET FROM POWER LINES, IF YOU DRAWN BY: EK MT DESCRIPTION: <br />MUST WORK WITHIN 10 FEET OF POWER LINES FG FINISHED GRADE REMOVE EXISTING ROAD AND REPLACE PER <br />PLEASE GALL PG&E ®B00-743-5000 (T) TOTAL TYPICAL STREET SECTION SEE PAGE 24. DESIGNED BY: BRASS CAP S/W CORNER OF F 24 SHEET <br />CONCRETE CULVERT 114' NORTH <br />CHECKED BY: OF LINNE RD. ON THE WEST SIDE JOB NO. <br />OF MAC ARTHUR DR. 0005 <br />AS BUILT BY: <br />