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10/9/2024 9:43:18 AM
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0 <br />'t0 <br />W <br />m <br />V <br />STA. 84 + 62.92 ZILLI DR.= <br />SEE <br />SHEET 9 <br />SEE SHL <br />TA. 20 + 00 VINCENZA <br />AVE. <br />SCALE: N 1" = <br />40' <br />00. r <br />URVEY MONUMENT <br />w <br />FRAME & COVER <br />74 <br />97 <br />M01 <br />98 <br />W <br />M <br />- <br />105 <br />� <br />"� <br />+ <br />MASONRY <br />WN <br />+ md <br />Q <br />N <br />o <br />BY <br />OTHERS <br />^ro a I - <br />�, <br />d <br />Z <br />LLI <br />'n <br />r' <br />o STA. 87 + 93.96LEGEND <br />�o <br />n w <br />U <br />10' <br />P.U.E. <br />SURVEY MONUMENT <br />FRAME & COVER <br />\ <br />\� <br />+00 <br />_ <br />2 <br />� <br />FH <br />FIRE HYDRANT <br />\ <br />\ \ <br />N ^o N `6 <br />AC. <br />ASPHALT CONCRETE <br />-y <br />�O <br />\ <br />m� m w <br />_ <br />_� <br />12" W <br />TC <br />TOP OF CURB <br />73 <br />v \ <br />\ <br />\ <br />r a�- <br />12" W <br />W <br />.ee <br />+ oo <br />N <br />' 3 as + W <br />eT <br />+ as <br />W <br />SO <br />WATER <br />STORM DRAIN <br />e4_+ <br />- <br />- <br />+ 00 <br />+ <br />SDMHN <br />7 <br />_ <br />EP <br />EDGE OF PAVEMENT <br />Ste" <br />8 SS <br />F.F. <br />FINISH FLOOR <br />\ <br />.� V �'•• <br />�X <br />g' SS <br />- <br />- <br />-- - <br />- <br />-- <br />_I s5MH 14 <br />P.U.E. <br />PUBLIC UTILITY EASEMENT <br />� <br />� <br />CIL <br />L <br />CENTERLINE <br />INE <br />`� i`� <br />A <br />• <br />� / <br />� <br />� o w <br />� Q <br />EXISTING <br />V <br />\.� <br />A <br />• <br />C3 '0 <br />vCOi <br />. <br />m <br />w <br />G <br />OG <br />SDMH <br />ORIGINAL GROUND <br />j') <br />\x <br />.V Bo <br />1 <br />/ <br />! <br />io <br />+o,y <br />o <br />N <br />Ld , N <br />M <br />rn <br />L <br />rn <br />^ <br />V% <br />SSMH <br />PROPOSED STORM DRAIN MAINTENANCE HOLE <br />,� <br />�. <br />> <br />> <br />> <br />> <br />ro 6'r4 <br />♦ <br />PROPOSED SANITARY SEWER MAINTENANCE HOLE <br />+ <br />0 <br />w <br />+ <br />w <br />0 <br />+ w <br />n dl 1 <br />HP <br />HIGH POINT <br />0 7� x N <br />m <br />m <br />rn <br />m <br />w <br />+ mm o <br />LP <br />LOW POINT <br />\� <br />' <br />x <br />�� <br />w <br />w <br />w <br />w <br />U <br />SSCO <br />SANITARY SEWER CLEAN OUT <br />r <br />``1 d 3 <br />106 <br />'� <br />¢ <br />w <br />107 1p <br />a <br />p <br />w �8 <br />w N <br />FG <br />FINISHED GRADE <br />' <br />1`L <br />- <br />10' P.U.E. <br />`O d � <br />m <br />oil <br />0 <br />m <br />WI <br />men <br />rn <br />+ <br />(T) <br />TOTAL <br />z,6 <br />rul 3 <br />ro <br />o <br />m w = <br />GB <br />GRADE BREAK <br />m <br />o <br />0 <br />¢ <br />(TYP.) <br />TYPICAL <br />90.80 ZILLI DR.= <br />< <br />SS <br />SANITARY SEWER <br />- <br />6 i <br />STA. 10 + <br />SURVEY MONUMENT <br />00 LUCIANO AVE. <br />I^ <br />U' <br />_ <br />INV <br />INVERT <br />FRAME & <br />COVER <br />RAW <br />RIGHT-OF-WAY <br />SEE CONSTRUCTION NOTES <br />ntzw <br />p <br />EX. POWER POLE <br />n ) <br />s� <br />�X <br />PROPOSED STREET LIGHT <br />+o <br />PROPOSED CATCH BASIN <br />PROPOSED FIRE HYDRANT <br />PROPOSED WATER VALVE <br />EXISTING WATER VALVE <br />BLUE REFLECTOR MARKER <br />♦ <br />PROPOSED AIR RELEASE <br />N <br />I <br />VALV E <br />VALVE <br />0 J "� <br />® <br />PROPOSED BLOW -OFF VALVE <br />FIELD <br />VERIFY FIRE HYDRANT <br />LOCATION AND <br />�^ RELOCATE AS NECESSARY PER S.J. CO. <br />STD. <br />N PLAN <br />DETAIL CW -W18, SEE SHEET <br />23. <br />CONSTRUCTION NOTES <br />01 INSTALL <br />VERTICAL CURB AND GUTTER SEE DETAIL SHEET 24 (TYP.). <br />© FACE OF CURB RADIUS= 30" (TYP.). <br />(2 INSTALL <br />CATCH &1S/N SEE DETAIL SHEET 23 (TIP.). <br />Q INSTALL 4" <br />SEWER SERVICE PER S.J. CO. STD PLANS S -7A. <br />BEFORE <br />YOU DIG <br />! <br />© <br />I' WATER R PER S.J. CO. STD. PLAN CW -W8. SEE <br />SHEET <br />2J G <br />CALL USA <br />UNDERGROUND SERVICE ALERT <br />r F,�O R <br />❑ <br />RAW <br />I N G <br />DETAILLSHEET <br />N0. 23TIP.). <br />® REMOVE EXIS NSEE <br />UL -DE -SAC IMPROVEMENTS AND REPLACE WITH <br />48 HOURS <br />TOLL FREE <br />PRIOR TO CONSTRUCTION. CALL <br />1-800-227-2600 <br />rections By <br />® INSTALL <br />WATER VALVE PER S.J. CO. STD. PLAN CW -W5 DETAIL <br />NEW CURB, <br />GUTTER AND ROAD TO MATCH UNIT 2 IMPROVEMENTS. <br />KEEP ALL <br />VEHICLES, EQUIPMENT, TOOLS AND. <br />" i Chan(Ies By <br />ZILLI <br />DR. <br />SHEET NO. 23 (TYP.). <br />PEOPLE 10 FEET FROM POWER LINES, IF YOU <br />,tV /4/0 G <br />5a) INSTALL <br />FIRE HYDRANT PER S.J. CO. STD. PLAN CW -W/8 DETAIL <br />MUST WORK WITHIN 10 FEET OF POWER LINES <br />PLEASE CALL PG&E o 800-743-5000 <br />- <br />.;;sc,l V PerUsing This Drawing Shouid Verify <br />SCALE: <br />"=40' <br />SHEET N0. 23 (TYP.) AND INSTALL BLUE REFLECTIVE MARKER ON <br />• II :r.4.nrmation D„ inspecrina The Site Of Work <br />HORIZ: <br />1 <br />"= <br />STREET <br />1' TOWARD HYDRANT FROM CENTERLINE. <br />VERT: <br />1 <br />4' <br />80+00 81 +00 <br />82+00 <br />83+00 <br />84+00 <br />85+00 <br />86+00 <br />87+00 <br />88+00 89+00 <br />90+00 <br />N <br />:.- r <br />EXISTING GROUND <br />PROPOSED TO <br />ro�I MIN <br />47 LF <br />IT <br />\ <br />- <br />_- <br />--D. <br />- <br />- <br />INSTAI 357 <br />DILLON &MURPHY <br />- --r-_ <br />_ <br />7721 JF- <br />-- <br />CONSULTING CIVIL ENGINEERS <br />- ------- <br />- <br />ENGINEERING PLANNING SURVEYING <br />1820 W. KETTLEMAN LANE, SUITE E. LODI, CALIFORNIA 95242 (209) 334-6613 <br />— <br />— — — -- — --ion— <br />f I A <br />IMPROVEMENT PLANS FOR TRACT NO. 3422 <br />- <br />_-q <br />CARBONA STATION UNIT 2 <br />ZILLI DRIVE <br />--- <br />- --- <br />- <br />- <br />- <br />- <br />6 <br />STA. 79 + 52.32 TO STA. 88 + 20.63 <br />- <br />- - <br />- <br />NOVEMBER, 2004 <br />S4N JOAQUIN COUNTY, CALIFORNIA <br />- <br />_ <br />- <br />- <br />--- - <br />- -� <br />m <br />- <br />x �o -+r <br />- - -- <br />- <br />--- <br />--- <br />- <br />--- --- <br />- <br />— d x- of REV. N0. DESCRIPTION DATE <br />- - - - - <br />SCALE: AS NOTEDBENCH <br />MARK:BB-42 ELI 18 58 <br />SHEET <br />- <br />Lq Me)+ <br />-.� �� ICU <br />- <br />_.. _� <br />F- <br />v� <br />-- <br />iP_ <br />- <br />- <br />__.. __ <br />__ <br />- <br />_ + -- <br />DRAWN BY: EK LM <br />DESCRIPTION: <br />8 <br />DESIGNED BY: B.G. <br />OF 24 SHEETS <br />BRASS CAP S W CORNER OF <br />CONCRETE CULVERT 114' NORTH <br />CHECKED BY: C.D. <br />JOB N0. <br />� <br />OF LINNE RD. ON THE WEST SIDE <br />- _ _ -- <br />_.. <br />_-. <br />- <br />- <br />- <br />--. <br />_. <br />_ - •-�- <br />OF MAC ARTHUR DRIVE. <br />0005 <br />AS BUILT BY: <br />
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