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N <br />47 <br />32 + 00 <br />II69 <br />0 m 67 <br />0 68 <br />SEE SHEET 16 71 <br />_7_2 <br />--N�M+ <br />LLI <br />Q46 N3Q <br />__�Hf[Nrm+nO1 <br />" <br />SD4 <br />W <br />QN <br />FO12 <br />� 10' P.U.E. oQm <br />B16 C815 39 0038 + 00 <br />8 p0 18" SO H <br />+0 34+00 <br />0- <br />0 <br />0 4 36+00 <br />6" SS <br />I+N <br />VTRAINA b �� <br />L- <br />i I <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- <br />� z <br />SCALE: 1" = 40' <br />I f <br />SDMH12 g" SS -------- ----- ____-- _-- <br />v — - <br />- 6 S MH14- <br />5 + U O (•j ^ w N >W M M <br />>yJ <br />� 10 P.U.E. <br />+� Of <br />.6 <br />� U 1 N � �" O N� v +� o' Q� ¢ ♦n Qw Qw ¢ ad ow Ow + U <br />F Q � 1- � <br />55 563 N- 57 <br />MW u�U m N M� M� r N QwaW 5453 <br />QK V1 VI V13 Nva �Q ap <br />+ _ <br />d� NN WO <br />48 W z o <br />~ U <br />N =4 J + <br />1 HEFT 16 N� LEGEND d CONSTRUCT/ON NOTES <br />N(2 INSTALL VERTICAL CURB AND GUTTER SEE DETAIL SHEET 20B (TYP.). <br />SEE S <br />AC. ASPHALT CONCRETE LP LOW POINT (2) INSTALL CATCH BASIN SEE DETAIL SHEET 21 <br />TC. TOP OF CURB FG FINISHED GRADE mP')' <br />W WATER GB GRADE BREAK Q INSTALL 1" WATER SERVICE/METER PER S.✓. CO. STD. PLAN CW -W8. <br />SD STORM DRAIN (TYP.) TYPICAL SEE DETAIL SHEET N0. 21 (TYR). <br />E/P EDGE OF PAVEMENT SS SANITARY SEWER ® INSTALL WATER VALVE PER S.J. CO. STD. PLAN CW -W5 SEE DETAIL <br />F. F. FINISH FLOOR INV INVERT SHEET NO. 21 (TYP.). <br />P.U.E. PUBLIC UTILITY EASEMENT 05 <br />STA. STATION SEE CONSTRUCTION NOTES INSTALL FIRE HYDRANT PER S.✓. CO. STD. PLAN CW -W18 SEE DETAIL <br />CL CENTERLINE 2 SHEET N0. 21 (TYP.) AND INSTALL BLUE REFLECTIVE MARKER ON <br />EX EXISTING O EX. POWER POLE STREET 1' TOWARD HYDRANT FROM CENTERLINE. <br />OG ORIGINAL GROUND •--x PROPOSED STREET LIGHT © FACE OF CURB RADIUS= 30• (TYR). <br />SDMH PROPOSED STORM DRAIN MAINTENANCE HOLE ® PROPOSED CATCH BASIN INSTALL 4" SEWER SERVICE PER S.✓. CO. STD PLANS S -7A. <br />SSMH PROPOSED SANITARY SEWER MAINTENANCE HOLE PROPOSED FIRE HYDRANT <br />w PROPOSED WATER WALVE SEE SHEET 21 (TYP.). <br />ZEPHYR DRIVE HP HIGH POINT w EXISTING WATER VALVESEE STORM DRAIN CROSSING DETAIL H ON SHEET 27 FOR D.LCB. LATERAL DETAIL TYP.). <br />(T) LOW POINT (o' BACTERIOLOGICAL SAMPL10 <br />ING STATION O <br />SCALE: <br />HORIZ: 1"=40' <br />VERT: 1"= 4' <br />31 + 00 32 + 00 33 + 00 34 + 00 35 + 00 36 + <br />PROPOS D -T <br />SSCO SANITARY SEWER CLEAN OUT <br />37+00 38+00 39+0 <br />BLUE REFLECTIVE MARKER <br />40 + 00 <br />+ 00 <br />REV. N0, DESCRIPTION <br />DILLON & MURPHY <br />CONSULTING CIVIL ENGINEERS <br />ENGINEERING PLANNING SURVEYING <br />1820 W. KETTLEMAN LANE, SUITE E, LODI, CALIFORNIA 95242(209) 334-6613 <br />- - <br />IMPROVEMENT PLANS FOR TRACT NO. 2949 <br />CARBONA STATION <br />ZEPHYR DRIVE <br />STA. 31 + 00 TO STA. 41 + 00 <br />OCTOBER, 2003 <br />SAN JOAQUIN COUNTY <br />- -- <br />- <br />-- - <br />DATE <br />SCALE: AS NOTED <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 />SHEET <br />DRAWN BY: S.M. <br />18 <br />DESIGNED BY: C.D. <br />CHECKED BY: C.D. <br />OF 27 SHEETS <br />JOB NO. <br />0005 <br />