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h f <br /> C> I I <br /> V: <br /> O <br /> ry I- i ! - _ <br /> of _ <br /> it r! 1 o <br /> i <br /> I <br /> - ° i�r , r }rte O o <br /> Q O � '� � q)i , ��' ,�� <br /> al it fr <br /> }If 4 i <br /> Qj <br /> >r <br /> WWLOL <br /> r ri <br /> � Sta 314+75.03 Sto 315+97.00 Sta 317+12.00 Sta 316+27.00 <br /> ` 3/5 316 , 3/7 318 <br /> 49.0 ° , <br /> B Llne N 00 03 20 W <br /> r rlr I } I <br /> I <br /> } i <br /> 7/.00 rn <br /> iJt rii II F;r, P J <br /> 49.0 N 494.0 <br /> WWLOL <br /> 1 irl t) <br /> wj <br /> PLAN <br /> QUANTITIES <br /> Structure Excavation (Bridge) 735 CY <br /> z; Q— <br /> _ <br /> Structure Backfill (Bridge) 390 CY <br /> S cture <br /> ,43 <br /> 4 Cast In Concrete Piling LF <br /> F <br /> 4600 <br /> 1 <br /> Prestressing Cast n-Place Concrete Lump Sum <br /> r <br /> n <br /> Structural Concrete, Bridge <br /> y , <br /> 1 <br /> 23/2 CY <br /> r ^ Structural Concrete, Bridge Footing 235 CY <br /> Structural C t <br /> Concrete, Approach Slab 31 CY <br /> f <br /> Joint Seal Assembly MR= <br /> ly ( 5 ) 93 LF <br /> Sto 321+83.46 ? ti <br /> 319 $ 320 , .�� ; . 32/ 322 Bar Reinforcing Steel (Bridge) 653035 LB <br /> L <br /> "B" Llne ,4 N o0°03'20" w Bridge Deck Drainage System 2278 LB <br /> Chain Link Railing Type 7 (Modified) 278 LF <br /> sto 31s+42.o0 7% Sto 320+81.00 ti\'� Tubular Hand Railing (Bicycle) 1227 LF <br /> v , m <br /> 1 N o0°03'20° w t Concrete Barrier Type 732 <br /> yp Yp /506 LF <br /> , WWLOL <br /> 75.50 <br /> U <br /> 00 <br /> O <br /> N <br /> PLAN <br /> 1" = 20' o <br /> Bench Marks <br /> a <br /> w <br /> B. M. 28.6 E/ ev 57.09' B.M. 29.0 El ev 59.34' <br /> 2" Brass Dlsk at northwest corner 2" Brass Disk at 39.5' west of rr <br /> of bridge 1263 on west side of Jack centerline of Jack Tone Road at _ Q�o�EssroNq� <br /> Tone Road approx. 506' south of Junction of Verndon Road Legend REGI D CIVIL ENGINEER Qc0 F� 0 <br /> railroad crossing N 2/44393.9856 E 6376295.0107 s/15/oz Jeff W. Olson 01 z <br /> lndlcotes bottom of footln e/evotlon PLANS PROVAL DATE W C42728 m � <br /> N 2/46448.880/ E 63763/3.0374 9 � No. <br /> QUINCY ENGINEERING, INC Exp.3-31-04 a <br /> 4 lndlcotes p1/es 13 3247 Ramos Circle s� <br /> Sacramento, CA 95827 - 2512 qTF OF CA��Fo�� w <br /> a <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE JACK TONE ROAD BRIDGE SHEET TOTAL ~ <br /> A. SANCHEz I1i200l COUNTY OF SAN JOAOU I N NO SCALE FOUNDATION PLAN AND OVERHEAD NO. SHEETS W <br /> JE >% >% OL50N 5io2 P . K I MAL 5io2 � S/u7o� �/�r �,t, /41 BRIDGE N0 . 29C -041 1 22 41 <br /> cE <br /> FILE NAME DRAWER SHEET NO. ACAD REVISIONS DATE <br /> S085Efp 1.dgn <br />