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i <br /> CLEANING EX/ST/NG F/N/SH/NG ROADWAY (cont d) DRI VEWAY6 <br /> DRAINA6E FACILITIES zoca//on Quantic Station Lt Rt Wldth Ty,Ue <br /> Location Quantity 5ta.07'100A 5M.//0150 / L.S. <br /> 99-1- 05 ✓ 14 B <br /> X-Drain sta• //7'55 / L.S. /03fb0 /4 B <br /> /09 7' 0 ✓ Z/ D <br /> DRIVEWAYS Di/ed Fronta e = 50.7S.Y <br /> PAVEMENT REPA/Rncluo� Type, D Driveways <br /> Scar/on Zr.LRt l' am Ty/�e ,A5160 -46-,r,75 Rt <br /> Location Quantity 3 170 V� 53 D A. C" Flppta e 586.7 5.Y <br /> 9 <br /> *70 ✓ 35 E / /ueedw/Type E Driveways) <br /> /5 Areas 700 S.Y. 77'05-/OtSQ Lr <br /> 6185 ✓ /2 B /Z7'70-/3 t SO Rt <br /> 7-1-05 ✓ /5 E ,?t 5O -53155 Rt <br /> 77'90 ✓ /8 D 15;l&t85 -55183 Lt <br /> CLEA RN6 f 6RUBB/N6 jot20 ✓ 26 0 577'25-68-67 Lr. <br /> Location Quantity //t/o ✓ /8 E Tyne B Tota/ 2/2 5X <br /> Sta.O 100 yb Sta.//4 f 50 J L.�3. //t zo '� 3o E Type D 275 S.Y, <br /> /21/5 ✓ 2/ D Type E 889 S•Y <br /> /27'55 ✓ 30 E <br /> /31160 24 F <br /> EARTHWORK Misc. Areas) 15y,-45 ✓ /3 D <br /> /6125 D <br /> Location Quantity /67'55 ✓ /8 B ASPHALT CONCRETE (Type0) <br /> Z9t50 ✓ 20 E <br /> S1a. 07400Ib SM, i6*00 /6.0 Sta. 377'85 /4 B Location 40uant/7'y <br /> 33135 ✓ /6 8 <br /> 58 -1-75 ✓ es E '/V8/t7 Line 3,74/ 7o-ns <br /> ¢27430 ✓ /¢ B Roadwa Widenin J76 Tons <br /> IMPORTED BORROW 421-70 /z E 14. C. (�c. A�as2 62 Tons <br /> Q27'95 ✓ ¢O E Driveivsys97 Tons <br /> Location Quantity 4-5 t5-0 ✓ /S E Pavement ReIcoir /40 Tons <br /> Fi om Earthwork shcs, 2,46 4 C.Y 451.45 ✓ e4 t- Interyecfion(Comb?100*Rd) J Tons <br /> 46 too ✓ /5 B 70A71 4,42/ r0/h4 <br /> 46186 ✓ At B <br /> m 557'90 /2 6 <br /> Z EARTHWORK (Rcdwy. Widening) S9f65 60 E DRIVEWAY PIPED 64 tib ✓ 3a E <br /> K ,Cocef/on Quentity 657'25 ✓ ✓ /5 e/5 .0 Lit/on Description Quantity <br /> 75 7/5 /2 B <br /> ,5ta./57'60 k ,5M./io 150 .97' sta 77160 ✓ 20 d s a 9 - �2 Rt /o;o R,C. P. 24 L.F <br /> Sta. /2�' /6 Rt /0' R.c. 24 L.P <br /> (/Y//nus /e�th o{fir/die) x'1195 ✓ 24 B Totd/ 4 L.F <br /> 8,5760 ✓ P¢ D <br /> D Tota/ 34 sta. 86 190 ,✓ /¢ � >a. 3t 64 Rt' /2 � R. G. P. 3 6 L.F. <br /> rn 9,57'05 ✓ 26 E T td/ <br /> " � 97160 ✓ /5 ,B <br /> Sheet No. <br /> m COUNTY OF SAN JOAQUIN SCALE: NOME CONSTRUCT/ON NOTES PEZZI ROAD 6 of 6 <br /> Z Project Engin Dote Checked By Date Associa lAppfoval Recommended BylDcts <br /> O s/' -- <br /> i Q G3 cur <br /> 5-417? F, cw«� S/9 �,S. 5/79 S <br />