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CLEAN EXISTING DRIVEWAYS Did. or Sq. cover assembly and <br /> DRAINAGE FACILITIES to SJCO Std. <br /> IES Type 6" Dwg. CW—M1.) <br /> Location Q=ft Ilc Am <br /> D 1 10 1 452 S.Y. P <br /> Slo. 116+90 (Lt.) E 17 869 S.Y. .J. _a <br /> e8=;;:•;:Se;;=Be:.ge:°; <br /> Sla. 119+10 (Lt.) q:pg& 4ag«t °'^8r=se~8+,°%aek 4 <br /> Sta. 143+50 (Lt.) .88°a..e8e8�P.0_C II 6"P88:ge:8::g8�•• ••< <br /> Sla. ,6z+70 0.t.) ASPHALT CONCRETE --- 3' <br /> Sic. 172+00 (Rt.) '8= °8= 8:8=;8:ase o e°Qe <br /> Sta. 175+00 (Ri.> E A <br /> St.. 177+27 Lt ) Survey monuments <br /> Sic. 185+06 (LL) t>Xrp Stm Location Quantity Undisturbed 3/4"0 z 30" iron pin <br /> Sic. 185+35 (RL) Moinline 4,743 Tons basement soil with identification marks <br /> Sto. 192+00 Lt.) <br /> Sic. 201+30 Rt.) Intersections 49 Tons (To be installed by others) <br /> Sic. 211+60 (Lt.) Driveways (Type D) 90 Tons - <br /> Sta. 215+58 Rt.) Driveways (Type E) 98 Tons SURVEY MONUMINT <br /> Dodds Rood (372 ft. East) <br /> Told 4•Po0 Taro <br /> PAVEMENT REINFORCING CD <br /> Conform O E.P. <br /> PLANING ASPHALT Locouon FABRICH �. T' p <br /> r { <br /> CONCRETE PAVEMENT sta. 10 +82 to 132+46 5,698 S.Y. <br /> Location Stu. 132+93 to 232+00 19.814 S.Y. <br /> Intersections 233 S.Y. Uj �'L Existing Width Canfarm <br /> Beg. Project 37 S.Y. Tom 25.745 S.Y" 4 12' Min. <br /> of R.R. %ing(SW. 132+70) 49 S.Y. LI.YL-' <br /> Intersections 110 S.Y. 3 .- 0.30' Aspholt Concrete over shaped <br /> to and compacted native material. <br /> 7 End of Project 42 S.Y. • == <br /> TOW 242 S.Y 12 DIAM. C.S.P. ❑ o - DRNMY DernL (TYPE o) <br /> zLocation wore* 1 ❑ <br /> u Sta. 143+75 8 L.F. CrE c Conform O E.P. <br /> >. A p <br /> M y <br /> IMPORTED BORROW BROKEN CONCRETE n m N ti P P T o© <br /> Location Qua,ug SLOPE PROTECTION W ° <br /> f Sta. 143+60 6 C.Y• QII01 Exist12in 1Ytlth Conform <br /> w Sic. 150+95 25 C.Y. Location LL 2 <br /> Sic. 143+60 Z <br /> TOW 30 QY <br /> Lump Sum <br /> m Variable depth Asphalt Concrete <br /> mover existing paved driveway. <br /> OV PLACE SURVEY MONUMENT <br /> SHOULDER BACKING FRAME AND COVER MEW DESK (TYPE d <br /> Location Quantillf Pave Dairy Ddve Toys to R/W <br /> Location ft Sic. 158+602 1 Each Left: Sta.107+45, Sta.116+90, SlaJ89+91, Sla.191+90, <br /> A Sic. 211+792 1 Each Sic. 227+86, 229+52 and 230+20. <br /> W Sto.106+32 to Sic. 232+00 1,490 Tons Tom 2 Each Right: Sta.158+62 <br /> N <br /> N i ©Pave 4' O Stu. 174+00 to 175+15 Rt. <br /> g COUNTY OF SAN JOAQUINHo SCALE SUMMARY OF QUAMTIIES VAN ALLEN ROAD RESURFACING Sheet No. <br /> (Lone Tree Road to MaApoea Road) 7 of 7 <br /> DRAWN BY DATE I PROJECT ENGINEER DATE CHECKED DATE SUBMITTED OATS APPROVAL OMMENDED I DATE <br /> �a»si9nseP4lsa 10/00 •Ter ]fil� �{ <br />