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s <br />ABBREVIATIONS <br />ABBREVIATION DESCRIPTION <br />® <br />AT <br />AB <br />AGGREGATE BASE <br />AC <br />ASPHALT CONCRETE <br />BC <br />BEGINNING OF CURVE <br />BO <br />BLOWOFF <br />BM <br />BENCH MARK <br />BOW <br />BACK OF WALK <br />BIN <br />BOTTOM OF WALL <br />C <br />CONCRETE <br />C & G <br />CURB AND GUTTER <br />C,G, & SW <br />CURB, GUTTER, AND SIDEWALK <br />CL <br />CENTERLINE <br />CB <br />CATCH BASIN <br />CO <br />CLEANOUT <br />CR <br />CURB RETURN <br />DIA <br />DIAMETER <br />DIP <br />DUCTILE IRON PIPE <br />DWG <br />DRAWING <br />EC <br />END OF CURVE <br />EG <br />EXISTING GROUND <br />EL <br />ELEVATION <br />EEP <br />EDGE OF EXISTING PAVEMENT <br />EP <br />EDGE OF PAVEMENT, EXISTING PAVEMENT <br />ESMT <br />EASEMENT <br />EX. <br />EXISTING <br />FL <br />FLOWLINE <br />FF <br />FINISHED FLOOR <br />FOC <br />FACE OF CURB <br />FT. <br />FEET <br />G <br />GROUND <br />GB <br />GRADE BREAK <br />HORIZ <br />HORIZONTAL <br />HP <br />HIGH POINT <br />LF <br />LINEAL FEET <br />LP <br />LOW POINT <br />LT <br />LEFT <br />MAX <br />MAXIMUM <br />MH <br />MAINTENANCE HOLE <br />MIN <br />MINIMUM <br />MHT <br />MEAN HIGH TIDE <br />NTS <br />NOT TO SCALE <br />OD <br />OUTSIDE DIAMETER <br />P <br />PAVEMENT <br />PC <br />POINT OF CURVATURE <br />PP <br />POWER POLE <br />PT <br />POINT <br />PUE <br />PUBLIC UTILITY EASEMENT <br />PVC <br />POLYVINYL CHLORIDE <br />PL <br />PROPERTY LINE <br />R <br />RADIAL OR RADIUS <br />R/W <br />RIGHT-OF-WAY <br />RCP <br />REINFORCED CONCRETE PIPE <br />RP <br />RADIUS POINT <br />RT <br />RIGHT <br />RWL <br />RAIN WATER LEADER <br />SD <br />STORM DRAIN <br />SS <br />SANITARY SEWER <br />SL <br />STREET LIGHT <br />SW <br />SIDEWALK <br />SDMH <br />STORM DRAIN MAINTENANCE HOLE <br />SSMH <br />SANITARY SEWER MAINTENANCE HOLE <br />STA <br />STATION <br />STD <br />STANDARD <br />TC <br />TOP OF CURB <br />TI <br />TRAFFIC INDEX <br />TW <br />TOP OF WALL <br />TYP <br />TYPICAL <br />VERT <br />VERTICAL <br />W <br />WATER <br />(W) <br />WEST <br />(E) <br />EAST <br />(S) <br />SOUTH <br />(N) <br />NORTH <br />t <br />PLUS OR MINUS <br />BENCH MARK: <br />PER U.S.G.S. B.M. 19-8 1907-45. <br />LOCATION: NORTHWEST CORNER OF MASONIC <br />BUILDING IN THE TOWN OF WOODBRIDGE. <br />ELEVATION: /5.85 IS MOST CURRFKIT PER <br />F.E.M.A. <br />REFER TO MAJOR SGBDIVISION NO. PA -04-667 <br />DATE SIGNED: fy.-0(', <br />TRACT NUMBER 3629 <br />WINDWOOD ESTATES <br />"- CA: 800-227-2600 -- <br />WOODBRIDGE, <br />APRIL, <br />CALIFORNIA <br />2006 <br />SHEET INDEX <br />SHEET NO. <br />C-1 . . . . . . . <br />C-2....... <br />C-3....... <br />C-4....... <br />C-5 . . . . . . . <br />C-6 . . . . . . . <br />X <br />C-12 . . . . <br />C-13 . . . . <br />C-14 . . . . <br />C-15 . . . . <br />APPROVED BY: SAN JOAQUIN FIRE WARDEN <br />�_ ,.. bat. <br />4PPR FV D BY: SAN JOAQUIN PUBLIC HEALTH <br />VICINITY MAP <br />NOT TO SCALE <br />DESCRIPTION <br />TITLE SHEET AND TYPICAL CROSS SECTIONS <br />GENERAL NOTES AND SPECIFICATIONS <br />GENERAL NOTES AND SPECIFICATIONS <br />GENERAL NOTES AND SPECIFICATIONS <br />GENERAL NOTES AND SPECIFICATIONS <br />COMPOSITE GRADING PLAN AND SIGNING <br />& STRIPING PLAN <br />COMPOSITE UTILITY PLAN <br />PLAN AND PROFILE <br />WINDWOOD DRIVE STA: 25+00 TO 33+00 <br />PLAN AND PROFILE <br />RIVERMIST DRIVE STA: 5+00 TO 10+50 <br />PLAN AND PROFILE <br />RIVERBEND DRIVE STA: 1+00 TO 7+00 & <br />WATER LINE EASEMENT STA: 1+00 TO 3+50 <br />PLAN AND PROFILE <br />RED OAK DRIVE STA: 1 +00 TO 5+50 <br />DETAILS <br />DETAILS <br />DETAILS <br />EROSION CONTROL PLAN <br />SANITARY DISTRICT <br />,Ao. / j 'r• zanc <br />STEPHEN K. SINNOCK, DATE: <br />ENGINEER, WOODBRIDGE SANITARY DISTRICT <br />APPROVED BY: WOODBRIDGE IRRIGATION DISTRICT <br />APPROVED BY: WOODBRIDGE FIRE DISTRICT <br />2.5' <br />2:1 <br />R/W CL R/W <br />60' <br />30' 30' <br />i 4.5' 4.5' 2.5' <br />2' 20' 20' 2' <br />I I <br />2% 2% I <br />�-- 2:1 (TYP) <br />ROLL CURB, GUTTER &_/ 3 1/2' AC TYPE 'B' , <br />SIDEWALK PER SAN OVER PRIME COAT <br />JOAQUIN COUNTY STD. OVER T CLASS II AB <br />DWG CW -C6 AND DWG. COMPACTED 95% R.0 <br />NO. CW -Cl (TYP.) OVER T NATIVE <br />GROUND COMPACTED <br />95%. <br />WINDWOOD DRIVE TYPICAL SECTION <br />NOT TO SCALE <br />R-VALUE=22, T1=6.0 <br />R/W CL R/W <br />50' - <br />25' 25' <br />1.5' 4.5' 4.5' 1.5' <br />2' I <br />I I <br />1:20 MAX (TYP) 1r% 1-1/2% 1:20 MAX (TYP) <br />ROLL CURB, GUTTER &J 3" AC TYPE 'B' OVER_/ <br />SIDEWALK PER SAN PRIME COAT OVER r <br />JOAQUIN COUNTY STD. CLASS II AB COMPACTED <br />DWG CW -C6 AND DWG. 95% R.0 OVER T NATIVE <br />NO. CW -C1 (TYP.) GROUND COMPACTED 95%. <br />RIVERMIST DRIVE, RIVERBEND DRIVE <br />RED OAK DRIVE TYPICAL SECTION <br />= CURB, GUTTER, AND SIDEWALK <br />GATE VALVE <br />.J <br />LEGEND <br />EXISTING <br />W/ PULL BOX <br />PROPOSED <br />TITLE SHEET AND TYPICAL CROSS SECTIONS <br />- - GAS - - GAS - <br />GAS LINE <br />GAS <br />- - MCI - - MCI - <br />MCI LINE <br />MCI <br />- PG&E <br />PG&E CONDUIT <br />PG&E <br />- - SBC - - SBC - <br />SBC LINE <br />- SBC <br />11.93TC <br />TOP OF CURB ELEVATION <br />11.93TC <br />11.43FL <br />FLOW LINE ELEVATION <br />11.43FL <br />I2.05BOW <br />BACK OF WALK ELEVATION <br />12.05BOW <br />SANITARY SEWER CLEAN OUT <br />DRAWING FILE NO. <br />- x - x -- <br />x 12.05 <br />- x -x - <br />Co <br />11.930 <br />GROUND ELEVATION <br />11.93G <br />18.93TW- <br />TOP OF WALL ELEVATION <br />18.93TW <br />11.93BW <br />BOTTOM OF WALL ELEVATION <br />11.93BW <br />SAW CUT LINE <br />ELECT. CONDUIT <br />SL SL <br />- <br />EASEMENT LINE <br />PROPERTY & R/W LINE <br />------ <br />- <br />SANITARY SEWER LINE <br />{ �> <br />STORM DRAIN LINE <br />- 12 W - - <br />- WATER LINE�� <br />BENCH MARK <br />€ - <br />TYPE 2 CATCH BASIN <br />R/W CL R/W <br />60' <br />30' 30' <br />i 4.5' 4.5' 2.5' <br />2' 20' 20' 2' <br />I I <br />2% 2% I <br />�-- 2:1 (TYP) <br />ROLL CURB, GUTTER &_/ 3 1/2' AC TYPE 'B' , <br />SIDEWALK PER SAN OVER PRIME COAT <br />JOAQUIN COUNTY STD. OVER T CLASS II AB <br />DWG CW -C6 AND DWG. COMPACTED 95% R.0 <br />NO. CW -Cl (TYP.) OVER T NATIVE <br />GROUND COMPACTED <br />95%. <br />WINDWOOD DRIVE TYPICAL SECTION <br />NOT TO SCALE <br />R-VALUE=22, T1=6.0 <br />R/W CL R/W <br />50' - <br />25' 25' <br />1.5' 4.5' 4.5' 1.5' <br />2' I <br />I I <br />1:20 MAX (TYP) 1r% 1-1/2% 1:20 MAX (TYP) <br />ROLL CURB, GUTTER &J 3" AC TYPE 'B' OVER_/ <br />SIDEWALK PER SAN PRIME COAT OVER r <br />JOAQUIN COUNTY STD. CLASS II AB COMPACTED <br />DWG CW -C6 AND DWG. 95% R.0 OVER T NATIVE <br />NO. CW -C1 (TYP.) GROUND COMPACTED 95%. <br />RIVERMIST DRIVE, RIVERBEND DRIVE <br />RED OAK DRIVE TYPICAL SECTION <br />= CURB, GUTTER, AND SIDEWALK <br />GATE VALVE <br />.J <br />STREET LIGHTo <br />W/ PULL BOX <br />TITLE SHEET AND TYPICAL CROSS SECTIONS <br />MAIN -I ENANCE HOLE <br />L.i <br />FIRE HYDRANT <br />PREPARED IN THE OFFICE OF: • Civil Engineering <br />DATE: 08/22/06 <br />SHEET OF <br />• Land Surveying <br />K: <br />WATER BLOW OFF <br />• Structuro' Engineering <br />-1 <br />WATER TEE WITH THRUST BLOCK <br />• Planning <br />Fv <br />UTILITY POLE <br />JOB NO. <br />_.. .. <br />4045 Curonad0 Avenue • Stockton, CA 95204 R.C.E. NO.: 62498 <br />SIGN <br />�- <br />V <br />SANITARY SEWER CLEAN OUT <br />DRAWING FILE NO. <br />- x - x -- <br />FENCE <br />- x -x - <br />Co <br />SURVEY MONUMENT & FRAME COVER 0 <br />UTILITY SERVICES PROVIDED BY: <br />1. STORM DRAINAGE: MOKELUMNE ACRES MAINTENANCE DISTRICT <br />2. SANITARY SEWER: WOODBRIDGE SANITARY DISTRICT <br />3. WATER: MOKELUMNE ACRES MAINTENANCE DISTRICT <br />4. STREET LIGHTS: WOODBRIDGE LIGHTING DISTRICT <br />5. ELECTRICITY: P.G.&E. <br />6. NATURAL GAS: P.G.&E. <br />7. TELEPHONE: SBC <br />8. CABLE T.V.: COMCAST <br />NOT TO SCALE <br />w <br />` R-VALUE=22, T1=5.0 <br />COUNTY OF SAN JOAQUIN DEPARTMENT OF PUBLIC WORKS <br />33 <br />l � <br />DIRECTOR OF" <br />UBIJC WORKS <br />COUNTY OF S0., JOAQUIN <br />NO, I DESCRIPTION <br />EXP. DATE-. <br />DATE <br />WINDWOOD ESTATES <br />DRAWN BY: <br />DJA <br />TITLE SHEET AND TYPICAL CROSS SECTIONS <br />SCALE: <br />AS SHOWN <br />PREPARED IN THE OFFICE OF: • Civil Engineering <br />DATE: 08/22/06 <br />SHEET OF <br />• Land Surveying <br />• Structuro' Engineering <br />C-1 15 <br />• Planning <br />JOB NO. <br />_.. .. <br />4045 Curonad0 Avenue • Stockton, CA 95204 R.C.E. NO.: 62498 <br />2n9 943-20210 Fax: 209 942-0414 <br />04251 <br />DRAWING FILE NO. <br />e ,09 2007 <br />EXP DATE: <br />- <br />o <br />U <br />ENti114EERING,INc. G - <br />DESIGN ENGINEER <br />