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19 <br />LN, <br />OVAL N UT (MVE R OA D <br />FED. ROAD r Tq,?L <br />DI NO. STATE PROJI. NO _s r <br />NO - <br />CALIF 5 90 0/11 14 <br />7 0(5) <br />Ij <br />700 V C. R = lqale 0/-- chal';ye zw' <br />-V- <br />PROFIL E GRACE <br />-7 T0101 I-ClIqI17 or 334- - 0. T, !tkCov <br />-3 CnM bmlneer License Ns7084 <br />7 5�wns i? ,-29 -'0 A96 -'0 '91 3 5p7l;,.5 65zO105-!0- <br />X <br />Deputy sfi;�e yi'r;war Ln�.F[[ar <br />In aS) Civil Efigifter Lkense t4 r 6 0�11 S) :�z S6 CIS <br />Its <br />—I--- I- --T <br />WEST LEVEE 111-;711- 16eora�ee JU <br />17/&- <br />4 /9 <br />`7 <br />S. <br />EAST <br />r1\ E <br />G J. 6A-k r 15.1 1LEVEE <br />015 615 Dalelm 'ele x 0. 00 <br />71 <br />12 11 /011 ---- <br />I 1 7 <br />11 4-1 <br />'EL. -/0- 0 <br />COP,5 CI -el& Ri/es <br />_/5. 0 <br />415peclficl 'W117. pile ",-/;o C/,-x 0- <br />Bevl /0 -06 gew/ -05 ple'r *4 P16- 0131 <br />Abut <br />A <br />A klu? jAj 4Yd .0/0 Alle A/p <br />APe. fip 4ew h"i7 AYO Ave tip 4*V tlR* <br />dF/tv, - 35. 7 Oer -ZYr, ae;" -2.9-a 'exey. - 3p- dlev -.Zff.9 • <br />aw -00-6 6I.er40 <br />APPROXIMATE QUANTITIES LTIONScale,F%'=ZO` <br />REMOVING EXISTING BRIDGE <br />LUMP SUM <br />STRUCTURE EXCAVATION (TYPE *A*) <br />325 C.Y. 45,4CIT 57 <br />STRUCTURE EXCAVATION 40 C.Y. zei"cl— <br />STRUCTURE BACKFILL <br />28 C.Y. <br />PLANT MIXED SURFACING 8 TONS <br />CLASS WA* CONCRETE (FOOTING BLOCK) 140 C.Y. <br />CLASS WA" CONCRETE (BRIDGE)(540 C-Y-) LUMP SUM <br />FURNISHING PPECAST PRESTRESSES CONCRETE GIRDERS 24 EA. <br />ERECTING PRECAST PRESTRESSED CONCRETE GIRDERS <br />24 EA. <br />BAR REINFORCING STEEL (BRIDGE)(117*000 LBS.) LUMP SUM <br />FURNISHING CONCRETE PILING 2,,260 L.F. <br />DRI41,NG PILES 72 EA. <br />ld <br />TJ1400 PILE DOLPHINS 4 A. LLj Mf StELLANEOUS IRON AND STEEL 11*700 LOS. <br />MOAL BEAM BRIDGE RAILING 832 L.F. <br />12 <br />7b ;Vallnl,- 6ro,e <br />P, 711" / oule <br />-77 - 777 <br />Q) <br />Li T_ __ <br />— <br />al 14,9 0/7r <br />Ag 5,P,4*5 `61-XVZA? <br />56 cle;-- - /0-a <br />U.S. Iffra-47,14 C&P TYPICAL SEC T1 ON <br />-S/ey- 14-ele '5cole" 31IG " -/10' <br />I <br />I - r- " <br />7 40a j X <br />NZ <br />3 <br />rO 7 b0r17,110,07 <br />—4-1 <br />N <br />Q) <br />Q) AS '1301L.-r CORREC-00MS <br />fit -MO. 2�19 r, 1-/0 <br />Zlile Zoadl�v "0 16 <br />FILIE <br />INDEX M PL A NS <br />SliT,AJO T1 rL E <br />I General PIGn <br />2 FcundGlirgn Plan <br />k <br />3 SIGb Span Do IGIls <br />4 Slab Span Oelails <br />5 pier Deldils f 7N <br />6 Abutment 8 Girder Dalalls <br />7 Fraslressed Glt(ler Delolls <br />8 pile Delalls <br />9 Log of Test Borings <br />NEW HOIDE 57?/0 GE rx WGlaul Glove Road <br />Across Soulh Fork Molfelumne River <br />SAN JOAOUIN COUNTY <br />GENERAL PIMN <br />L. H BRADLEY Counly Road Ccfnffllssibrer <br />.4 51 <br />STATE NO. 29C-0 10 <br />