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l <br /> CLEARING ie GRZ1461811W DR/YEWAYa /2 "D/Q. C01l?RU6A TED .7TEEL <br /> F/N1u7H/1V0 ROADWAY zoco/ion Zt Rt width Type PIPC 0. 0791lT171;':k) <br /> L0C81i0n 00017hty <br /> 319 -1-60 38 p Location Quantity <br /> Stn 3/97,49 lo 9/o426t00 106.5t5'tn. 320t50 � 24 .B Sta. 412t9f /60 L. F. <br /> 020460 55 B Sta. 424t671,t. 66 1-.F. <br /> 32/ * 05 v /5 6 Tota/ 226 Z.f. <br /> 0324 f 6 0 56- E <br /> 326o -I-6o0 20 D <br /> CL EA /V//VO EXAM ?rIA16 029 t.55 60 0 <br /> DRA /NAGE FAC/L/T/Fs' 330f25 Y Y 20E20 B <br /> -332497 s— 20 •e ,3S"X24" COh'RUG,�i TED STEEL <br /> Location338 x-83 Y 20 B <br /> Quantity 34 -.�/O Y 30 0 P/PE e0. 079" Thick) <br /> Box Cu/vert,�3'to.3347,86 �,s .345*/0 ✓ 25 B <br /> X-Groin �9tn. 3G0*90 = G.9. 349 *-255 ►� /20 8 1-006111017 Quantity <br /> 350 *8.3 y 20 B <br /> TO/67 / /1- 15 -3,56475 v /6 O .5tdr 3721,-20 50 Z. F. <br /> 358 f25 20 ,B <br /> 370 * 00 v 22S F <br /> 3 T/ *25" ✓ 40 10 <br /> 3B/ * 600 Y 2S 0 <br /> REMOV/it/G CONCRETE <br /> 386,4// 3830 42"X,?9" COrQRUGATEO STEEL <br /> ZOcnfiOn T pe 389 f 45- �6 o PIPE 10. 079" Thick ) <br /> Y 395 -7,-B3 <br /> Sta. Y-N- 86 Lt f Rt. Wia9wa1/5 F /teodwaus 396 *30 ✓ 20 o Zoce ion <br /> Sta 372 Pee e C. Cv/vert F wiry wa/%s .398 f 0,3 v 20 B Qvan t/t y <br /> 39B t/5 /6 B Stc7. 37/f69 ,Gt �oOG.F. <br /> .396 f ZS Y /6 6 <br /> 402 *66 /6 D <br /> 404 *4S ✓ 26 B <br /> PLAA11A/0 Aslo"LT 40d f-45 20 16 <br /> f <br /> CONCTE PA VEMENT 409 foo ✓ �e F <br /> RE " <br /> 4// t25 3-3 o II <br /> /2 D/A /�E/NFORCED CONCRETE <br /> LOCz7tion (Pur.7nt/ty 4117,49 2S E DRIIZ-WA P/PSCC/ds46Z7) <br /> Bride Deck /37. 5 S. Y. 4/4 *30 � 2S D <br /> 9 415-401 /4 D Location <br /> lL9ta. 4//t89 so to Y10 4/2 26 a') 4/5 -t-2f ✓ /B B �Juantity <br /> fa, 33 0 +25 L t. 32 • <br /> 4/6 t70 ✓ /60 14' .9to. 385t25 Zt 36 ,L.F. <br /> Toto/ Tyoe B 402 g Y. 9t47 388 *45 ,L t. ,30 L.F <br /> Toto/ Type D 339 9. y. 9ta. 39 5*63 z t .30 G •F. <br /> ROADINA Y EX CA VA T/O/V Tota/ 7yoe Z 76 t9. Y. 1.91c1. 396 t30 z t. 96411c <br /> To (7/ Type F /70 t9. Y. 9ta. 402166 L t 30G•11= <br /> Location Quant/ty I t9ta404*45 42G.F. <br /> Tota/ 204 G. F. <br /> Sle7 3/9f49 to Ste 426*00 /,/33 C.Y. <br /> ASl°HALT comcRETE lTyPe 8) <br /> IMPORT ,BORROI�/ Location Quantity PLACE MONUMFAIT <br /> FRAMES 0011,MY <br /> Roodwo y 3,240 Tone <br /> LOCG711l )n 01-1271711ty Intersectio179 59 Tons Location Quantify <br /> L5'14791.9,149 to Stn 4260*00 42-400 C. Y Or"1 vewo ye 6Tyoe D E> SS Tong 16 <br /> Totem/ '3,3.547017S <br /> Sfa. 37/'` l09 — / Erach <br /> L7ta 424*6734 / Ez7ch <br /> Toto/ 2 Ec7CI7 <br /> CLASS 2 AGGREGATE BASE <br /> Location Quontit CLASS A COQ ORETE <br /> y 61WWr c5'frMcfZIi-es) <br /> m 8th 3/914 9 to 9tc7 425' 50 11,500 Toos Lo cotior7 Quantity BUILT <br /> m Box Cv/Yer-t- 9to. 334fBG 70 C. X�F> C`-- ECTIONS BYo <br /> .I d <br /> CHANGES <br /> W - ---, mow_.. ., <br /> Note e CF) denotes f'i�r�/ pay ?Z/C7/7///y <br /> - - z <br /> W <br /> m <br /> J <br /> rn <br /> DRAWN BY D SHEET TOTAL <br /> R. Rod r9vez 5.Q79 PROJECT ENGINEER DATE CHECKED DATE -SUBMITTED DATE APPROVAL RECOMMENDED DATE COUNTY OF SAN J OAQ U I N SCALE : CO/V.pT/PL/CT/O/V NOTES PROJECT L ONE TREE ROADcn N0. SNEETS Q <br /> a. Q3 s- 9 �o �iF �Zut 5�?9 `s 4�la S��9 �' i �c�t 2� s�� <br /> i Z ROAD FILE INDEX No. <br />