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ABANDON ML PERT CLASS 2 AGOR,EGATE BASF FRAMES s GRAT4 S (S. <br /> Loco/ion Qvonywy Location 0410,0fity Location Qvantity <br /> Sto. 440P19 (x-drain) /. Each Roadway (Va. 2fsO fa Sla 86, f0) 7,,4'91 ;r,,,, Sta. 40 0/0 (24 ' R�.) / ,Each <br /> Sto. 761'00 (x-drain) / Each Co&nyrrra RQ! jnfersecfio" Dexo Toms Sta. 4/1.00 (24 ' Rt. ) / ,Each - - <br /> Tofa/ 2 Each .Orireways (Type A ) 27T Tons Tota! 2 ,Each <br /> Tofa/ 8,126 Tons - <br /> Roadway Slraclvra/ <br /> Section <br /> RffA40Y/1VG CONCRETE' ASP/SALT p/y /q T METAL BEAM BRIDGE RA/LING To,� of Existing <br /> C C E 4 (TyP e B ) °'• a Poreinent <br /> Location 4vontity L ocafion _ <br /> Sta. 44+/9 Headwalls Location Qval7idy Ovon�ity ° ` : ° ' °:' _ _ _ _ _ <br /> Sta. 761' e d a /s / Lvm Sum ✓ahgnt S/ovyh Bridge (Lt) 2B' - /�" 7 • . �', a' ; ' o' . <br /> 00 Haw / P Roadway (Sta. /0-f0 /o Sla.87t60) 4,32/ Toms ✓ahant S/ou915- Bridge GPI.) <br /> Ca/imyrna Rd. laferrection /36 Tons Tofo/ ?6' - 3 " - <br /> Driveways (ryoe A ) /00 Toiss - O. SD'A re ate Base <br /> Driveways (Type E ) 3 Tons ,Lirnils of S/rvefvr® "" (91 g; Re/awe Compaction) <br /> -Tota/ 40 f6 0Totes Exca va tion and Barkt/ " I <br /> •�-. : . ' <br /> Ya,-. dept/) Struc Pure BOckFi// <br /> CL,EAN/NG EX/S T/NG DRA/NA GSE Materiae 09-fu Rk%ti ve <br /> FAC/LIT/ES MEML BEAM APPROACH RA/L/NG' compaction ) <br /> y Locofioa Qwnfify <br /> Location 4vantit PAVEJVI,ENT /4,E/NFD/QC/ll/0 <br /> Sta. 2fs0 Lf (eidedrain / Lvmp Sinn ✓crhonf S/o&Vh Bridge (V. ) 46'- to� 4 <br /> /AP ERIC ✓ahanl S/ovgh Bmepe (Rt) 46'- /at ' 0.AO 1'24" <br /> Location ©vaa74Ity rota/ 91 - 910 9 " <br /> Sta. 860d'0 to Sto. 87f60 293 S.Y. <br /> /MPORTE'D 8 ORR D W <br /> TRENCH D,E TA& <br /> X-Drain @ Sfa. /9 f 7S empires on 9/30/00 <br /> Location Quantify TERM//VAL SECT/O/V (Type A � <br /> E i <br /> pR� ah <br /> Sta. /fS0 to Sta. 8 7160 4, 694 C, Y. lel" D/A. ALTERNA T/ VE F/Pe L ocafioH ow l fi f y No Scale <br /> 0 9 <br /> ( T YPff A � Llahant S/ovgh Bride 4 Each 2 <br /> W No: 21258 -4 <br /> Location O4ent�ty s a crv« <br /> 3fa. /9f76 x-drain 9FOF caUEo� <br /> j'ARTHWORK <br /> (ROADWAY W/DINING) AU OWABZE Al. T,ERMAT/VSE' <br /> 'Zoeation Qtla,7fify P/P,E <br /> Sta• /*SO 10 Sta. 870r0 86 ata. vp s T .� • R. C. R <br /> !8" STORM DRAIN IN,L46T' (C/ass v), A.C.P. (C/ass v), <br /> C. S. P. (0.079" (hick) <br /> Location Quantify <br /> ata 40 0-00 (24' Rf. ) f Bac <br /> Stri. 411'00 (Z4' Rt. ) / ,Each Conform @ E.R <br /> 40RIVACWAYS Tb la/ 2 ,Each <br /> 01/4,07ti f y <br /> LOCAL%0I)3 Type A Type B Type B <br /> No. S. Y. No. S.V. No. S.Y• , <br /> As shown on i. <br /> the elan and se /18& 7 209 / 40 12 D/A. REINFORCED CONCRTL' <br /> f <br /> Profi/e Sheets <br /> ORMC WAY PIPE (C/. IV) <br /> Typ&A - O. X. A. C. over' <br /> Location 4vanfify 0.3.3' A.B. <br /> As shown on the Plan Type B - Shaped anal Compar,4ed <br /> and Profi/e 8hee fs too L.11 Native Molerio/ <br /> Typ e E 1/ar. depth A.C. <br /> over exist. <br /> /2' M,ria R/W <br /> Conform to `xis <br /> TYPICAL OR/VEWAY <br /> No Scale <br /> W <br /> O <br /> a <br /> x <br /> W <br /> O <br /> Z <br /> DRAWN ®Y DA <br /> ROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE CONSTRUCT"/ON WDODSON ROAD SHEET TOTAL <br /> s �. � 7/�s COUNTY OF SAN JOAQUIN SCALE ' NO. SHEETS <br /> d 1� �'- � 7/Sr S �. eG, � q��s `�`�� 9��oJ�s D,E'TA/SGS �` NO7-.�`S PROJECT Lower Sacrornenfo Rood /i //j;r) <br /> ROAD FILE INDEX M. <br /> to North 99 Fronto a Roaet is <br />