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I �f G 3cc1 DATE -Z- t% 6 SAN JOAQUIN COUNTY DIRECTOR OF PUBLIC WORKS <br />7♦00 <br />a <br />/21 <br />t Ir <br />Install 16LF 10"50 ' I/V37 <br />0 <br />11 } <br />Q} +i <br />F xlst G round @ I Pipe <br />Flnl3h(5rade e It PIPC <br />t <br />F{ V, 95% RC <br />13 L4` 10 "S D <br />t 1124 L F 10"5D —' \� Inv. 35.37 <br />1211 SD <br />4,, ,14 e f 4 <br />Q 11%. <br />+ <br />ap: O <br />8-11-00 9400 10000 <br />EASEMENT C'10 <br />CONSTRUCTION <br />STREET SYSTEM <br />Item <br />QUANTITIES <br />Unit 1 Unit 2 <br />(WODOBQ/OGP PAW <br />)VOO)BR/OBE GRIA10 9 <br />Site Grading <br />Lump Sum <br />Lump Sum <br />Lump Sum <br />Roadway Excavation <br />6,940 <br />C.Y. <br />2,560 <br />C.Y. <br />Compact Original Ground <br />76,800 <br />S.F. <br />55,200 <br />S.F. <br />1,340 S.F. <br />Concrete Subgrade Compaction <br />33,135 <br />S.F. <br />21,430 <br />S.F. <br />1,108 S.F. <br />Aggregate Base, Cl. II (0.33') <br />42,440 <br />S.F. <br />20,100 <br />S.F. <br />Asphalt Concrete, Type B (0.17') <br />59,660 <br />S.F. <br />55,200 <br />S.F. <br />1,340 S.F. <br />Aggregate Base, Cl. II (0.40') <br />35,100 <br />S.F. <br />Asphalt Concrete, Type B (0.20') <br />19,570 <br />S.F. <br />Aggregate Base, Cl. II (0.50') <br />36,360 <br />S.F. <br />1,340 S.F. <br />Vertical Curb, Gutter & <br />Sidewalk <br />819 <br />L.F. <br />99 L.F. <br />Commercial Type Driveway <br />18 <br />L.F. <br />18 L.F. <br />Beveled Curb, Gutter & Sidewalk <br />2,971 <br />L.F. <br />3,017 <br />L.F. <br />Survey Monument, Type S <br />10 <br />Each <br />11 <br />Each <br />Dead End Barricade <br />2 <br />Each <br />Street Sign & and Stop Sign <br />3 <br />Each <br />2 <br />Each <br />Street Light <br />9 <br />Each <br />7 <br />Each <br />Asphalt Conc., Type B, Feathering <br />5,350 <br />S.F. <br />50 S.F. <br />Asphalt Conc. Temp. Turn Around <br />Lump Sum <br />Street Name Sign (Only) <br />1 <br />Each <br />2 <br />Each <br />Painted Stop Bar <br />1 <br />Each <br />2 <br />Each <br />STORM DRAIN SYSTEM <br />10" Storm Drain <br />265 <br />L.F. <br />111 <br />L.F. <br />12" Storm Drain <br />856 <br />L.F. <br />102 <br />L.F. <br />15" Storm Drain <br />601 <br />L.F. <br />18" Storm Drain <br />412 <br />L.F. <br />24" Storm Drain <br />529 <br />L.F. <br />48" Storm Drain Manhole <br />9 <br />Each <br />Side Inlet Catch Basin <br />7 <br />Each <br />6 <br />Each <br />Drop Inlet Catch Basin <br />1 <br />Each <br />Flap Gate & Slope Protection <br />Lump Sum <br />SANITARY SEWER SYSTEM <br />6" Sanitary Sewer <br />516 <br />L.F. <br />353 <br />L.F <br />8" Sanitary Sewer <br />1,652 <br />L.F. <br />833 <br />L.F. <br />Sanitary Sewer Manhole <br />13 <br />Each <br />4 <br />Each <br />Sanitary Service <br />51 <br />Each <br />33 <br />Each <br />Sanitary Sewer Cleanout <br />1 <br />Each <br />WATER SYSTEM <br />6" Water <br />285 <br />L.F. <br />52 <br />L.F. <br />8" Water <br />1,549 <br />L.F. <br />1,577 <br />L.F. <br />B" Valve <br />5 <br />Each <br />5 <br />Each <br />Fire Hydrant Assembly (Includes <br />Tee, 6" Valve, Lateral, & Hydrant) 6 <br />Each <br />4 <br />Each <br />Blowoff <br />2 <br />Each <br />1" Water Service <br />51 <br />Each <br />33 <br />Each <br />Emergency Generator <br />Lump <br />Sum <br />Pinkerton Port No. A - re9 <br />Top of Povement <br />A. <br />Dio. d curve and pipe <br />to conform with GUndisturbed <br />adjocenf pipe. Earth <br />V <br />- Long ra i u5 ETI. <br />SECT/O/V A -A <br />WOODBRIDGE SANITARY DISTRICT <br />TYPE I CLEANOUT <br />AT END OF LINE <br />BAUMBACH & PIAZZA EASEMENT " 8 00 <br />CIVIL ENGINEERS 150' W/WILDERNESS WAY to WILDERNESS WAY <br />SURVEYORS EASEMENT a C 0 <br />323 W. ELM 9T. 11-001, CALIF. <br />95240 PH: 209-388-8818 I50•W/ WILDERNESS WAY foWILDERNESS WAY <br />DEL RIO <br />Unit I FA 2 <br />44 <br />42 <br />m <br />36 <br />34 <br />32 <br />30 <br />26 <br />SHEET O OF 12 <br />JOB NO. ?' i <br />FILE <br />N0. �j <br />