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SCALE: 1" = 40' 0 <br />co <br />0 <br />M <br />rn <br />00 <br />0D <br />0) <br />-� `J I <br />108 w �� � 96 92 <br />ZI <br />_-i I -� 3< w I.ED <br />, T'ss4 vy� `� 3 <br />_ Tc <br />------------- .}�a ---- <br />11 CAPPED AT <br />/WC PPED AT RAW I R=30' 1 x", <br />I <br />\ 3 R-30 I I <br />LEGEND <br />-- - <br />E/P <br />°00 w + w -. -. a2 + oo as + ao w + ao 3 es + o7�-"a <br />SMH 4 ' - — --+- - - - - - - - AC. ASPHALT CONCRETE <br />_ TC. TOP OF CURB <br />o L4 3' SAWCUT SSMH 5 W' WATER <br />�— - E P - - - --11' SD STORM DRAIN <br />- - - _- -- <br />.--_ -_ RW RGHT FR <br />OL- AY <br />AFI <br />P.U.E. PUBLIC UTILITY EASEMENT <br />STA. STATION <br />Z 150' TAPER CL CENTERLINE <br />W EX EXISTING <br />mOG ORIGINAL GROUND <br />Lu • SDMH PROPOSED STORM DRAIN MAINTENANCE HOLE <br />L0 •SSMH PROPOSED SANITARY SEWER MAINTENANCE HOLE <br />CL 1 <br />HP HIGH POINT <br />16 _ d Z (T) TOTAL <br />J LJ SSCO SANITARY SEWER CLEAN OUT <br />—� 3' 81 F2.5' NOTE: = B.C.I.D. BANTA CARBONA IRRIGATION DISTRICT <br />Z CHRISMAN ROAD IMPROVEMENTS INCLUDING STREET LIGHTS = LP LOW POINT <br />2.5 ra- W AS PER CONDITION OF APPROVAL FOR PA -04-229 (SU) W FG FINISHED GRADE <br />m SHALL BE DEFERRED (5 YEAR TERM) WITH SECURITIES. Q lal GB GRADE BREAK <br />(TYP.) TYPICAL <br />SS SANITARY SEWER <br />2" AC OVERLAY WITH 10' <br />NV INVERT <br />GRINDING ADJACENT TO SEE CONSTRUCTION NOTES <br />0" AC 3" AC <br />14" AB CONSTRUCTION NOTES O EX. POWER POLE <br />PROPOSED STREET LIGHT <br />12" AB <br />PROPOSED CATCH BASIN <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 O 800-743-5000 <br />HORIZ: 1 =40 <br />VERT: 1"= 4' <br />90 + 00 91 + 00 92 + 00 93 + 00 94 + 00 95 + 0096 + 00 97 + 00 98 + 00 99 + 00 100 + 00 101 + 00 <br />HTILITIEB_-__- <br />- - DILLON & MURPHY <br />kEL <br />CONSULTING CIVIL ENGINEERS <br />_ _ _ — -- ENGINEERING PLANNING SURVEYING <br />.FLANGE -AT- _ _.. _ _ _ <br />-- - -- 1820 W. KETTLEMAN LANE, SUITE E, LOU, CALIFORNIA 95242 (209) 334-6613 <br />- -- - - --- _ - IMPROVEMENT PLANS FOR TRACT NO. 3422 <br />CARBONA STATION UNIT 2 <br />CHRISMAN ROAD <br />- - - 98+78.49 <br />STA. 93+30.60 TO STA. <br />- <br />- NOVEMBER, 2004 <br />zx�_. -- _ : Pi -. - _. - - SAN JOAQUIN COUNTY, CALIFORNIA <br />_ _ - REV. NO. DESCRIPTION DATE SCALE: AS NOTED <br />- _ _ BENCH MARK: @B=¢2 EL138.58 SHEET <br />J-- -.. -: - : - _ _-_: DRAWN BY: EK DESCRIPTION: 14 <br />Z <br />--- -_ BRASS CAP SLW CORNER OF <br />DESIGNED BY: BG EK OF 24 SHEETS <br />' � CONCRETE CULVERT 114' NORTH <br />_ _ OF LINNE RD. ON THE WEST SIDE <br />- - - CHECKED BY: BG JOB N0. <br />� - _. -_. - � _ OF MAC <br />-- - - ARTHUR DRIVE. 0005 <br />AS BUILT BY: <br />01 <br />INSTALL I" WATER SERVICE/METER PER S.J. CO. STD. PLAN CW -W8. SEE <br />A <br />PROPOSED FIRE HYDRANT <br />�"`� (� J <br />SECTION A -A #vRLI� /'' <br />DETAIL SHEET NO. 23 (TIP.). <br />w <br />PROPOSED WATER VALVE <br />EXISTING WATER <br />�1- <br />02 <br />4" SEWER SERVICE PER S.J. CO. STD PLANS S -7A. <br />VALVE <br />Pct:o,isBy —'-" <br />SEEINSTSL <br />SEE SHEET 23 (TYP.). <br />P.S.D.E. <br />PRIVATE STORM DRAIN EASEMENT <br />— <br />A. 95+85 TO 98+47 hart _ Hy <br />BLUE REFLECTIVE MARKER <br />/y�yJ��� - <br />CHRISMAN RD. <br />MONUMENT WELL <br />PErSon rig <br />.n <br />All Information .'�•" <br />SCALE: <br />® <br />INSTALL 3" AC, OVER 6.5" AB <br />HORIZ: 1 =40 <br />VERT: 1"= 4' <br />90 + 00 91 + 00 92 + 00 93 + 00 94 + 00 95 + 0096 + 00 97 + 00 98 + 00 99 + 00 100 + 00 101 + 00 <br />HTILITIEB_-__- <br />- - DILLON & MURPHY <br />kEL <br />CONSULTING CIVIL ENGINEERS <br />_ _ _ — -- ENGINEERING PLANNING SURVEYING <br />.FLANGE -AT- _ _.. _ _ _ <br />-- - -- 1820 W. KETTLEMAN LANE, SUITE E, LOU, CALIFORNIA 95242 (209) 334-6613 <br />- -- - - --- _ - IMPROVEMENT PLANS FOR TRACT NO. 3422 <br />CARBONA STATION UNIT 2 <br />CHRISMAN ROAD <br />- - - 98+78.49 <br />STA. 93+30.60 TO STA. <br />- <br />- NOVEMBER, 2004 <br />zx�_. -- _ : Pi -. - _. - - SAN JOAQUIN COUNTY, CALIFORNIA <br />_ _ - REV. NO. DESCRIPTION DATE SCALE: AS NOTED <br />- _ _ BENCH MARK: @B=¢2 EL138.58 SHEET <br />J-- -.. -: - : - _ _-_: DRAWN BY: EK DESCRIPTION: 14 <br />Z <br />--- -_ BRASS CAP SLW CORNER OF <br />DESIGNED BY: BG EK OF 24 SHEETS <br />' � CONCRETE CULVERT 114' NORTH <br />_ _ OF LINNE RD. ON THE WEST SIDE <br />- - - CHECKED BY: BG JOB N0. <br />� - _. -_. - � _ OF MAC <br />-- - - ARTHUR DRIVE. 0005 <br />AS BUILT BY: <br />