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82329
<br /> PLAN/N6 ASPHALT CONC. PAVEMENT DRIVEWAYS (TYPE D) METAL BEAM GUARD RA/LING
<br /> Locotion Quantity Location Quontit Locotion Quontity
<br /> Sto. 29,,36 to Sto. 29* 61 89 S.Y.
<br /> Sta. 29176 to Sto. 30,,0/ 89 S.Y. /3 Sites throuytiout project 257 S.Y. No, fork Mokelumne River(fostApprooch) 175 L.F
<br /> Sto. 47,,90 td Sto. 48 ,, /5 89 S Y So. Fork Mokelumne River(West Approoch) /75 L.F
<br /> Sta. 52,107 to Sto. 52,,45 /35 S.Y. So-Fork Mokelumne River(EostA,oProoch) /68.75 L.F
<br /> Totol 402 S.Y. DRIVCWAYS (TYPE E ) roto/ 5/8.75 L.F.
<br /> Locotion Quontit
<br /> RELOCATE SIGNAL STANDARD 20 Sites throwyhout pro 420 S. Y TERM/NAL SECTION (TYPE A )
<br /> Locotion Quontity Locotion Quontity
<br /> 371o. /+571 (Lt) / Lump Sum ASPHALT CONCRETE (TYPE B ) No.Fork Mokelumne River(EastApprooch) 4 Eoch
<br /> So. Fork Mokelumne River(We5tApproach) 4 Each
<br /> Location Quontit So. Fork Mokelumne River (East Approach) 4 Eoch
<br /> EARTHWORK (M/SC. AREAS) (TYPE I) Roodwoy /0, 275 Tons roto/ /2 Each
<br /> Intersections 37 Tons
<br /> Locotion Quontity
<br /> Sto. 5+94 to Sto. 45,,36 39.4 sto. Orivewoys (Type D) 5o Tons
<br /> Orivewoycs (Type E) 30 Tons
<br /> Sto. 58 olo to Std. 177,100 118. 9 Sto. A. C. Dikes 7 Tons TERM/NAL SECTION (TYPE C)
<br /> Totol 158.3 sto. Toto! 10,399 Tons Locotion Quontity
<br /> No. Fork Mokelumne River(Eost Approach) 2 Eoch
<br /> EARTHWORK (MISC. AREAS) (TYPE 2) So. Fork Mokelumne River(WW,4pprooch) 2 Eoch
<br /> Locotion Quontit
<br /> PLACE a50' A. C. DIKE (TYPE A ) So. Fork Mokelumne River(EostApprooch) 2 Eoch
<br /> Locotion Toto/ 6 Each
<br /> Stn. 2,,50 to Sto. 3,, 75 /.25 Sto. Quontit
<br /> Sta.46,170 to Sto. 47y,OS /.05 sto. Sto. 46,,00 to Sto. 46,,75 (Rt.) 75 L.F
<br /> Sto. SZ,,70 to Sta.53,,50 0.80 sto.
<br /> Toto/ 3. to sto. END SECTIONS
<br /> PLACE O.I7'A. C. D/Ki�F Locotion Quontit
<br /> IMPORTED BORROW Locotion Quantify No.Fork Mokelumne Rivet,(Ecst Approach) 2 Eoch
<br /> Locotion Quo'?fity Sto. /,,56 to Sto. 2 ,, 50 (Lt.) 94 L.Ac
<br /> F Sto. /,1l9 to Sto. /77,,00 6,657 C,y, Sto. /175 to Sto. 2,,75 (Rt.) /oo [.F CABLE ANCHOR ASSEMBLY
<br /> p $to. 46,,70 to Sto. 48+07 (L t.) 137 L.F
<br /> m Sto. 46+75 to Sto.46 07 (Rt.) 132 L.F (BREAKAWAY, TYPE A)
<br /> SHOULDER BACKING 5to. 52+37 to Sto.53,,5o(Rt.) /20 L.F Locotion Quontity
<br /> Sto. 52,,45 to Sto. 53 450(it) //5 L.F
<br /> Locotlon Quontit No. Fork Mokelumne River(EostApprooch) 2 Eoch
<br /> Sto. 5,,94 to Sto. 45,,36 //8 C.Y. Toto/ 698 L.f So. Fork Mokelumne RiK-r(West Approoch) 2 Eoch
<br /> 5to. 58x76 to Sto. /77,,00 355 C.Y. So. Fork Mokelumne River(East Approoch) 2 Eoch
<br /> s Toto/ 473 C.Y. Toto/ 6 Eoch
<br /> COUNTY OF SAN J OAQ U I N CONSTRUCTION NOTES wnto CT GROVE ROAD Sheet No.
<br /> Sacramento Co. Line to Blossom Rood 9 of 9
<br /> Drawn By Date Project Engineer I Date I 4hecked By Date Approval Recotlnmended By Date D%utX Djrect2 Date
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<br /> Pot Dichupo
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