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10 <br />9 <br />STA. 8+24.44 DEPOT MASTER DR.= <br />STA. 65+00 ZILLI DR. <br />SURVEY MONUMENT <br />BEFORE YOU DIG <br />CALL USA UNDERGROUND SERVICE ALERT <br />(Vj• 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 ® 800-743-5000 <br />53 + 00 <br />Srq -,,9 �y / <br />SEE SHEET 13 Cq\ 116 g <br />23 <br />�� qc 00 6yJ <br />� � � Ar - <br />� <br />m <br />+ j7' <br />�•. <br />m 28 U MU29 MU m <br />` 1 9 <br />At' <br />SQo 24 ou 4 44 <br />c 0 waH o 0 g + F <br />C <br />O� I R• <br />p w e w w <br />6 6. S <br />I2 O � 5 o'c' �N �3 viN f�n3 N V0 8 <br />WB� <br />I 1 3 <br />. 00 <br />12" W n <br />SDMH4 66 0 67 + 00 6 + 0 <br />SSMH4 SSMH10 <br />6' SS ' � � � 6r <br />_ <br />C51. m <br />-- - -- - - --O o �� <br />_..-----_. _ ----- 6 N <br />O uoi � o o M � AO STA. 56+32.56 JACK GOD WIN WAY= <br />0 <br />m < Hw Mw o rnw q 10' P.U.E. r Y STA. 70+23.57 ZILLI DRIVE <br />ro+ + + SS (TYP.). SURVEY MONUMENT <br />+C +w +U <br />n ¢ C �p0 w cONQw K <br />LEGEND <br />SEE SHEET 12 N3 NN F N (n3 in �^ F cli NN <br /><w 37 �� 38 39 <br />65 + 00 <br />CONSTRUCT/ON NOTES <br />( INSTALL VERTICAL CURB AND GUTTER SEE DETAIL SHEET 20B (TYP.). <br />Z2) INSTALL CATCH BASIN SEE DETAIL SHEET 21 (TYP.). <br />© INSTALL 1" WATER SERVICE METER PER S.✓. CO. SID. PLAN CW -W8. DETAIL <br />SHEET NO. 21 (TYP.). <br />Q4 INSTALL WATER VALVE PER S.J. CO. STD. PLAN CW -W5 DETAIL <br />SHEET NO. 21 (TYR). <br />(1) INSTALL FIRE HYDRANT PER S.J. CO. STD. PLAN CW-WI8 DETAIL <br />SHEET NO. 21 (TYP.) AND INSTALL BLUE REFLECTIVE MARKER ON <br />STREET i' TOWARD HYDRANT FROM CENTERLINE. <br />© FACE OF CURB RADIUS= 30' (TYR). <br />© INSTALL 4" SEWER SERVICE PER S.J. CO. STD PLANS S -7A. <br />SEE SHEET 21 (TYR). <br />® SEE STORM DRAIN CROSSING DETAIL F ON SHEET 27 FOR D.LC.B. LATERAL DETAIL (TYP.). <br />�9 SEE STORM DRAIN CROSSING DETAIL G ON SHEET 27 FOR D.LC.B. LATERAL DETAIL (TYP.). <br />ou AC. ASPHALT CONCRETE LP <br />ZILLI <br />SCALE: <br />HORIZ: <br />VERT: <br />DRIVE <br />1"=40' <br />1"= 4• <br />68 + 00 <br />; <br />W <br />WATER <br />GB <br />SO <br />STORM DRAIN <br />(TYR) <br />E/P <br />TO. <br />TOP OF CURB <br />; <br />W <br />WATER <br />GB <br />SO <br />STORM DRAIN <br />(TYR) <br />E/P <br />EDGE OF PAVEMENT <br />� <br />1!1•-7 <br />FINISH FLOOR <br />SS <br />P.U.E. <br />PUBLIC UTILITY EASEMENT <br />INV <br />STA. <br />STATION <br />2 <br />CL <br />CENTERLINE <br />EX <br />EXISTING <br />- <br />OG <br />ORIGINAL GROUNDSDMH <br />`y <br />• <br />cz�7.A1r�Y�1'� <br />vi <br />�- <br />• SSMH <br />PROPOSED SANITARY SEWER MAINTENANCE HOLE <br />DATE <br />HP <br />HIGH POINT <br />~ <br />(T) <br />TOTAL <br />SSCO <br />SANITARY SEWER CLEAN OUT <br />69 + 00 70 + 00 71 + 00 <br />72 + 00 <br />73 + 00 <br />CHECKED BY: C.D. <br />,JOB N0. <br />0005 <br />o. <br />_ <br />i1Cl. ' ��' <br />1•D�='1••T7 <br />AS BUILT BY: <br />im <br />m <br />TO. <br />TOP OF CURB <br />FG <br />W <br />WATER <br />GB <br />SO <br />STORM DRAIN <br />(TYR) <br />E/P <br />EDGE OF PAVEMENT <br />F. F. <br />FINISH FLOOR <br />SS <br />P.U.E. <br />PUBLIC UTILITY EASEMENT <br />INV <br />STA. <br />STATION <br />2 <br />CL <br />CENTERLINE <br />EX <br />EXISTING <br />- <br />OG <br />ORIGINAL GROUNDSDMH <br />`y <br />• <br />PROPOSED STORM DRAIN MAINTENANCE HOLE <br />�- <br />• SSMH <br />PROPOSED SANITARY SEWER MAINTENANCE HOLE <br />DATE <br />HP <br />HIGH POINT <br />~ <br />(T) <br />TOTAL <br />SSCO <br />SANITARY SEWER CLEAN OUT <br />69 + 00 70 + 00 71 + 00 <br />72 + 00 <br />73 + 00 <br />CHECKED BY: C.D. <br />,JOB N0. <br />0005 <br />o. <br />_ <br />AS BUILT BY: <br />LOW POINT <br />FINISHED GRADE <br />GRADE BREAK <br />TYPICIAL <br />SANITARY SEWER <br />INVERT <br />SEE CONSTRUCTION NOTES <br />EX. POWER POLE <br />PROPOSED STREET LIGHT <br />PROPOSED CATCH BASIN <br />PROPOSED FIRE HYDRANT <br />PROPOSED WATER WALVE <br />EXISTING WATER VALVE <br />BLUE REFLECTIVE MARKER <br />PROPOSED AIR RELEASE <br />VALVE <br />74+00 <br />INSTALL 481— " SID S=000-3-jT) <br />= L34 " SS 4T) <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 />- _ - <br />_- -- ----- _ - <br />IMPROVEMENT PLANS FOR TRACT NO. 2949 <br />CARBONA STATION <br />- <br />ZILLI DRIVE <br />STA. 65 + 00 TO STA. 71 + 00 <br />- - <br />OCTOBER, 2003 <br />SAN JOAQUIN COUNTY <br />�- <br />REV. N0. <br />DESCRIPTION <br />DATE <br />SCALE: AS NOTED <br />DRAWN BY: S.M. <br />DESIGNED BY: C.D. <br />BENCH MARK:8B=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 />15 <br />OF 27 SHEETS <br />~ <br />CHECKED BY: C.D. <br />,JOB N0. <br />0005 <br />o. <br />_ <br />AS BUILT BY: <br />