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M <br />O <br />W <br />U <br />0 O <br />W <br />U <br />O� <br />r <br />w <br />U <br />O� <br />f` <br />W <br />U <br />N —� <br />o <br />> <br />ui <br />> <br />� <br />> <br />6 <br />> <br />SCALE: 1" = 40' <br />N <br />N <br />N <br />N <br />M <br />V <br />M <br />N <br />V 1, <br />w <br />°�' <br />ri N S <br />v> J d <br />r <br />a <br />U <br />F <br />F¢ <br />n <br />N 5 <br />v <br />7 <br />N <br />vl <br />yr <br />3 <br />} <br />rn <br />N <br />rn <br />3 <br />ui 2 <br />v �2' <br />U <br />7 ! tP ° <br />75 <br />< � ci J <br />��f k< <br />z� <br />r74 <br />J, 6 <br />'tea <br />rs s s <br />6 <br />5) <br />LEGEND <br />+ <br />o <br />-- <br />73 <br />�� <br />1J + m <br />—'--- <br />hQ tiQ <br />77 <br />U <br />AC. <br />ASPHALT CONCRETE <br />/ ' �� <br />_� <br />- - <br />vi ,^ <br />4� <br />TC. <br />TOP OF CURB <br />W <br />WATER <br />� <br />10' P. . . <br />U E <br />SS <br />'-- <br />V N <br />� <br />� _ <br />SD <br />STORM DRAIN <br />_ <br />F.F. <br />FINISH FLOOR <br />— — <br />— <br />_ ^�. <br />- <br />p <br />78 <br />P.U.E. <br />PUBLIC UTILITY EASEMENT <br />4\ <br />,� <br />- <br />STA. <br />CL <br />STATION <br />CENTERLINE <br />EX <br />EXISTING <br />OG <br />ORIGINAL GROUND <br />NA <br />4 <br />9 SDMH <br />SSMH <br />PROPOSED STORM DRAIN MAINTENANCE HOLE <br />1 ,y <br />.Ire r• <br />SD <br />0 <br />PROPOSED SANITARY SEWER MAINTENANCE HOLE <br />` <br />�-10' P.U.E. <br />1 <br />� <br />HP <br />HIGH POINT <br />�• <br />CR <br />g <br />"�>. `� Inn. <br />o <br />� <br />> <br />� � <br />a > <br />r <br />rn <br />� <br />> <br />� N <br />� <br />LP <br />SSCO <br />LOW POINT <br />SANITARY SEWER CLEAN OUT <br />m <br />w <br />o w <br />o <br />w <br />_. <br />FG <br />FINISHED GRADE <br />d� <br />N <br />= w <br />Of <br />w <br />Md <br />w <br />e <br />w <br />W <br />w <br />tdo A <br />, <br />(T) <br />GB <br />TOTAL <br />GRADE BREAK <br />`Psd <br />�s�. Icy�� <br />oad <br />a F <br />0 <br />06 <br />e <br />co <br />(TYP.) <br />TYPICAL <br />• 4 � <br />+ <br />+ <br />79 <br />SS <br />SANITARY SEW <br />ER+106 <br />co <br />NV <br />INVERT <br />�i��6o <br />0 <br />� <br />103 <br />"n <br />102 <br />'G <br />6 <br />'o <br />d <br />SEE CONSTRUCTION <br />ON NOTES0 <br />3 ��' <br />O <br />EX. POWER POLE <br />SEE <br />SHEET 8 �' '°'S <br />SEE SHEET <br />11 <br />PROPOSED STREET LIGHT <br />PROPOSED CATCH BASIN <br />STA. 10+00.00 LUCIANO AVE.= <br />STA. 16+17.63 LUCIANO AVE.= <br />PROPOSED FIRE HYDRANT <br />H <br />PROPOSED WATER VALVE <br />STA. 81+90.80 ZILLI DR. <br />STA. 30+00.00 RENA <br />DR. <br />w <br />EXISTING WATER VALVE <br />SURVEY MONUMENT <br />SURVEY MONUMENT <br />. <br />BLUE REFLECTOR MARKER <br />FRAME & COVER <br />FRAME & COVER <br />♦ <br />PROPOSED AIR RELEASE <br />CONSTRUCTION NOTES <br />®VALVE <br />PROPSED BLOW -OFF VALVE <br />INSTALL VERTICAL CURB AND GUTTER SEE DETAIL SHEET 24 (TYR). <br />20 <br />INSTALL CATCH BASIN SEE DETAIL SHEET 23 (7YP.). <br />Q <br />INSTALL 1" WATER SEROCE/METER PER S.J. CO. STD. PLAN CW -W8. SEE <br />DETAIL SHEET NO. 23 (TYP.). <br />® <br />INSTALL WATER VALDE PER S.J. CO. STD. PLAN CW -W5 DETAIL <br />SHEET NO. 23 (TYR). <br />© <br />INSTALL PRE HYDRANT PER S.J. CO. SID. PLAN CW -W18 DETAIL <br />SHEET NO. 23 (TYR) AND INSTALL BLUE REFL£CTTVE MARKER ON <br />STREET 1' TOWARD HYDRANT FROM CENTERLINE (TYR). <br />"11 V <br />i 1L�7A <br />�'_�/:��(/-y j <br />(y <br />C <br />© <br />FACE OF CURB R4DIUS= 30' (TYP.). <br />/` E <br />rid ciy .Q� <br />1 V <br />BEFORE YOU DIG <br />© <br />INSTALL 4" SEWER SERVICE PER S.J. CO. STD PLANS S- 7A. <br />SEE SHEET 23 (TYP.). <br />LUCIANO AVE <br />` __ <br />�/j -- <br />CALL USA UNDERGROUND SERVICE ALERT <br />--- 48 HOURS PRIOR TO CONSTRUCTION. CALL <br />0 8 <br />SEE DETAIL ON THIS SHEET <br />SCALE: <br />_ <br />1 I h ns�a c' <br />TOLL FREE 1-800-2D-2600 <br />HORIZ: 1"=40' <br />I t <br />vc i' . KEEP <br />- <br />PEOPLE IO FEET FROM POWERTLINES,IIFAYOU <br />VERT: 1 "= 4' <br />_} <br />MUST WORK WITHIN 10 FEET OF POWER LINES <br />PLEASE CALL PG&E O 000-743-5000 <br />09+00 10+00 <br />11 +00 12+00 <br />13+00 <br />14+00 <br />15+00 <br />16+00 <br />17+00 <br />AC 0 CENTER <br />03 Tr' <br />3' IVIlN. <br />COVER <br />S 53 RIM <br />TALL <br />136 <br />LF 12" SP <br />ID- <br />-_. <br />AL <br />DIIION & MURPHY <br />- - - <br />- <br />CONSULTING CIVIL ENGINEERS <br />- - <br />-__ <br />LU <br />ENGINEERING PLANNING SURVEYING <br />- --- <br />----- ---- <br />— - --- --- <br />- - <br />---.- ---- <br />1520 W. KETTLEMAN LANE, SUITE E, LODI, CALIFORNIA 95242 (209) 334-6613 <br />IMPROVEMENT PLANS FOR TRACT NO. 3422 <br />- <br />CARBONA STATION UNIT 2 <br />LUCIANO AVE. <br />- <br />- <br />- <br />_ <br />- <br />STA. 10 + 00 TO STA. 16 + 17.63 <br />NOVEMBER, 2004 <br />-. <br />- <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />-- <br />- -- m -- <br />--- <br />------------- <br />cd <br />-- -- <br />REV. NO. DESCRIPTION DATE <br />SCALE: AS NOTED BENCH MARK:BB-42 EL:138.58 SHEET <br />DRAWN BY: EK LM <br />DESCRIPTION: <br />DESIGNED BY: B.G. <br />OF 24 SHEETS <br />BRASS CTP S/W CORNER OF <br />_.. <br />__ <br />-- <br />-- <br />ECULVERT 1 WEST NORTH <br />CONCRETE <br />OF UNNE SIDE <br />-_.- _-- - _ -- N ' ^ - _ -- _ <br />CHECKED BY: C.D. <br />JOB N0. <br />-- - -- <br />OF MAC ARTHUR DRIVE. <br />0005 <br />AS BUILT BY: <br />