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UTILITY/DISTRICTS <br />TELEPHONE: <br />NATURAL GAS & <br />ELECTRICITY: <br />SANITARY DISTRICT <br />DOMESTIC WATER: <br />STORM DRAINAGE: <br />STREET LIGHTING: <br />SBC TELEPHONE COMPANY <br />PACIFIC <br />GAS & ELECTRIC COMPANY <br />CSA <br />44 <br />ZONE <br />"G" <br />CSA <br />44 <br />ZONE <br />"G" <br />CSA <br />44 <br />ZONE <br />"G" <br />CSA <br />44 <br />ZONE <br />"G" <br />ABBREVIATIONS <br />AC. <br />ASPHALT CONCRETE <br />BC <br />BEGINNING OF CURVE <br />BCR <br />BEGINNING OF CURVE RETURN <br />CB <br />CATCH BASIN <br />CL <br />CENTERLINE <br />DIP <br />DUCTILE IRON PIPE <br />EC <br />END OF CURVE <br />ECR <br />END OF CURVE RETURN <br />EP <br />EDGE OF PAVEMENT <br />FOC OR FC <br />FACE OF CURB <br />FG <br />FINISH GRADE <br />FL <br />FLOWLINE <br />GB <br />GRADE BREAK <br />GV <br />GATE VALVE <br />HGL <br />HYDRAULIC GRADE LINE <br />H. P. <br />HIGH POINT <br />INV. <br />INVERT <br />LEGEND <br />IMPROVEMENT PLANS <br />LINDLY <br />FOR TRACT <br />ESTATES <br />BEING A PORTION OF <br />SECTION 3, T.3S., R.5E., <br />M.D.B.&M.) <br />N0. 3404 <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />JULY, 2005 <br />REFER TO MAJOR SUBDIVISION APPLICATION NO PA -04-276 <br />LF <br />L.P. <br />MH <br />PCC <br />PRC <br />PL <br />LINEAR FEET <br />LOW POINT <br />MAINTENANCE HOLE <br />POINT OF COMPOUND CURVE <br />POINT OF REVERSE CURVE <br />PROPERTY LINE <br />o <br />< <br />3 <br />0 <br />-j <br />TRACY <br />0 <br />x <br />BATES <br />ROAD <br />COUNTY OF SAN JOAQUIN <br />DEPARTMENT OF PUBLIC WORKS <br />P.U.E. <br />PUBLIC UTILITY EASEMENT <br />MONUMENT AND FIRE HYDRANT LOCATION <br />MAP <br />4 <br />SITE <br />PVC <br />POLYVINYL CHLORIDE <br />OVERALL UTILITY PLAN <br />U. P. R. R. <br />6 <br />GRADING PLAN: LINDLY LANE (S) <br />P. S. D. E. <br />PRIVATE STORM DRAINAGE EASEMENT <br /><- <br />8 <br />PROFILE: LINDLY LANE STA, 30+00.00 TO <br />ROAD <br />-RCP REINFORCED CONCRETE PIPE LINNE <br />o <br />SD <br />STORM DRAIN <br />0 <br />Q=� <br />a <br />0 <br />SS <br />SANITARY SEWER <br />EROSION AND SEDIMENT CONTROL NOTES <br />= <br />a <br />SAN JOAQUIN COUNTY STANDARD PLANS <br />TB <br />TOP OF BERM <br />SAN JOAQUIN COUNTY STANDARDS PLANS <br />m <br />SAN JOAQUIN COUNTY STANDARDS PLANS <br />TC <br />TOP OF CURB <br />%y <br />TFP <br />a <br />Z I <br />W <br />WATER <br />¢ <br />a N <br />H. D. P. E. <br />HIGH DENSITY POLYETHYLENE <br />sTy <br />vii <br />SDR <br />STANDARD DIMENSIONAL RATIO <br />TF <br />I <br />ti% <br />ti/p9t- <br />VICINITY MAP <br />m04- EXISTING FIRE HYDRANT- PROPOSED FIRE HYDRANT NOT TO SCALE <br />A ---o EXISTING ELECTROLLER PROPOSED ELECTROLLER 100 W. HPS, UNLESS OTHERWISE NOTED. <br />G- EXISTING POWER POLE t PROPOSED POWER POLE. <br />x 125.50 <br />-- - <br />120 -- - <br />BY: IAV <br />1.41 <br />EXISTING STORM DRAIN <br />EXISTING SANITARY SEWER <br />EXISTING WATER <br />EXISTING GRADE <br />EXISTING WATER VALVE <br />EXISTING CONTOUR LINE <br />SAN JOAQUIN COUNTY PUBLIC HEALTH SERVICES <br />APPROVED: ENVIRONMENTAL HEALTH SERVICES <br />24" SD <br />12" SS <br />8" W <br />7.45 OG <br />DATE: <br />O <br />APPROVED: SAN JOAQUIN <br />BUREAU OF FIRE PROTECTION <br />BY: <br />DATE: /b�4'-3005 <br />GENERAL NOTES AND SPECIFICATIONS <br />COUNTY OF SAN JOAQUIN <br />DEPARTMENT OF PUBLIC WORKS <br />APPROVED: 2'"�'l "L <br />SENIOR CIVIL ENGINEER <br />RCE NO. �V s�3 <br />DATE I � <br />EXP. DATE �13e/67 <br />PROPOSED STORM DRAIN - H.D.P.E. <br />PROPOSED SANITARY SEWER - PVC SDR 35 <br />PROPOSED WATER - PVC C900 CLASS 150 <br />DESIGN GRADE <br />PROPOSED WATER VALVE <br />COUNTY OF SAN JOAQUIN <br />DEPARTMENT OF PUBLIC WORKS <br />IRECTOR 0-1715UBLIC WORKS <br />COUNTY OF SAN JOAQUIN <br />DATE: I2LIOSS <br />co - <br />BEFORE <br />__-- <br />SHEET <br />SHEET NO. <br />INDEX <br />DESCRIPTION <br />1 <br />TITLE SHEET <br />2 <br />GENERAL NOTES AND SPECIFICATIONS <br />3 <br />TOPOGRAPHIC, STREET LIGHT, STREET SIGN, STRIPING, <br />PA <br />MONUMENT AND FIRE HYDRANT LOCATION <br />MAP <br />4 <br />OVERALL GRADING PLAN <br />5 <br />OVERALL UTILITY PLAN <br />6 <br />GRADING PLAN: LINDLY LANE (S) <br />7 <br />GRADING PLAN: LINDLY LANE (N) <br />8 <br />PROFILE: LINDLY LANE STA, 30+00.00 TO <br />STA. 35+00.00 <br />9 <br />PROFILE: LINDLY LANE STA. 35+00.00 TO <br />STA. 41+00.00 <br />10 <br />LOT A (STORM POND) PLAN <br />11 <br />EROSION AND SEDIMENT CONTROL PLAN <br />12 <br />EROSION AND SEDIMENT CONTROL NOTES <br />13 <br />SAN JOAQUIN COUNTY STANDARD PLANS <br />14 <br />SAN JOAQUIN COUNTY STANDARDS PLANS <br />15 <br />SAN JOAQUIN COUNTY STANDARDS PLANS <br />AND TYPICAL STREET SECTION <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 0 800-743-5000 <br />PTI ON <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 />IMPROVEMENT PLANS FOR TRACT NO. 3404 <br />LINDLY ESTATES <br />DATE (SCALE <br />DRAWN BY: EK <br />DESIGNED BY: BG <br />CHECKED BY: CD <br />AS BUILT BY: <br />TITLE SHEET <br />JULY, 2005 <br />SAN JOAQUIN COUNTY <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 />1 <br />OF 15 SHEETS <br />JOB NO. <br />0559 <br />o,'co <br />"OP;�7 <br />JF <br />PA <br />PTI ON <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 />IMPROVEMENT PLANS FOR TRACT NO. 3404 <br />LINDLY ESTATES <br />DATE (SCALE <br />DRAWN BY: EK <br />DESIGNED BY: BG <br />CHECKED BY: CD <br />AS BUILT BY: <br />TITLE SHEET <br />JULY, 2005 <br />SAN JOAQUIN COUNTY <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 />1 <br />OF 15 SHEETS <br />JOB NO. <br />0559 <br />