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Home My WebLink About1185A-1s „ 78 - r Sci}/ Clear n t /! FCICC- 07` X7c.r �m t?,n f :w Y• -- I I I I I P.C.C. til l es . Tip e le v, 10(3.0. 7001- N e s fi'n�+�t f i r�" ��u1-�poses 61-1l y ' . �- RPP exce/•lox. o17i ihcrl = � Al f gl-,na'i 'live '' �:�► round 38'p�..-of t ,- la _ -- Alterncc•five „U. 5)DeCiflecl -yip. - -- E"/.1/O.S.39 --- --- 4 � .'II II — — T--- I fT- 16- pl l Dc1 fLrn� : El. 1080.00 _ !8 # 19 -Ab-u_f._. _Z-__ F .��ATIO� 5 c Cr- / e.• 1= 20' r J 0 lPpprox. Roe. of^slopes -� ._.., , �' � G V � .0 ti Q_- If—Lf El. 1097-49 1 U r � 1 e) 00 PQ 'k Crj 1-084-2 '(7) U17if3 FED. ROAD STATE PROJ. No. FISCAL SHEET TOTAL DIV. No. YEAR No. SHEETS 7 CALIF. _SHEETS k:N STRUCTURE BACKFILL 92 AV s � CV 1--6 COUNTY ROUTE SECTION HEET TOTAL .DIST. O. V111 S. fid. �o. l�c� _SHEETS k:N STRUCTURE BACKFILL 2,100 C .Y. CLASS "A" CONCRETE (BRIDGES) (1, 045 C .Y .) LUMP SUM RUBBER WATERSTOPS 280 L.F. BAR REINFORCING STEEL (BRIDGES) (165 , 000 LBS. LUMP SUM FURNISHING CONCRETE PILING 41130 L.F. DRIVING P I'LES 185 STEEL RAILING 188 r FURNISHING PRECAST PRESTRESSED CONCRETE GIRDERS (81'-0" LONG) Y ENGIMEER CIVIL ENSIMEER LICEMSEE..## ERECT I NG PRECAST PRESTRESSED CONCRETE G I-RDERS 14 BRIDGE SHOULDER TREATMENT 140 S.Y. �G �Ow �� /�� 13 TONS' DATE APPROVED— STATE HIGHWAY ENGINEER CIVIL ENGIHEER—LICEN5E 2084 s � CV 1--6 COUNTY ROUTE SECTION HEET TOTAL .DIST. O. V111 S. fid. �o. l�c� _SHEETS k:N s � CV 1--6 Pro fi /e C ra al e is .04 APPROXIMATE QUANTITIES STRUCTURE EXCAVATION 750 C . Y . STRUCTURE BACKFILL 2,100 C .Y. CLASS "A" CONCRETE (BRIDGES) (1, 045 C .Y .) LUMP SUM RUBBER WATERSTOPS 280 L.F. BAR REINFORCING STEEL (BRIDGES) (165 , 000 LBS. LUMP SUM FURNISHING CONCRETE PILING 41130 L.F. DRIVING P I'LES 185 STEEL RAILING 188 L.F. FURNISHING PRECAST PRESTRESSED CONCRETE GIRDERS (81'-0" LONG) 14 ERECT I NG PRECAST PRESTRESSED CONCRETE G I-RDERS 14 BRIDGE SHOULDER TREATMENT 140 S.Y. PLANT MIX SURFACING 13 TONS' •,*SEE SPECIAL PROVISIONS 7v ©f s /©per pcin f 1.�c1 fe crud ; -- 029 -_- INDif)( 7 PLANS i. 771flc 17-1-89.03 ,S. 5, - - `l 1 *44.42 . Steri,1c1 AIle,= ( l8�- 4 36 ,E.3, 1 605+22.17 /?0.7. it Imp. cv �•1. 1!37.31 1 37 8 +65.001-Sh,";Co. ,v I �!. 1/137.52 20 (00.00 R0.7' S�errcr Avc. ! G�r•7�r�c11, Plan Tack. _ cn i 2 Fo ur7d-7 f or, Plan - I 0 1 // 3 ,�bc.tfc0�enf i t _ Si6lrrcr Rvc- ue I N. 00 28 25 W. 5 4 Ab Typ;ca l Sec from, ; -y-• - , � � . 6 f�resfr�sseQ/ Gr'�els N ( 7 5'eel 11'carlrng r 1 1 8 S ecicl! Cclnf/lever, Ref, WbIl No°! I pre v►s i ons -,1 9 Specs/ Car0,11e ver- Re-. Werk /Ya2 7 10 Pile /Dei'c1 r !s co CQ m - -Raaf . P/al7s Tvp of slope No O.C. - - '- --- . - � - .__..5�� - hie !!�- S>' �i-r-d Avenue �- • l�c.�in f Der fe c1n d for ".L_ic��if inn Reinfbrcemeo� .f� lUl in.:.l - t - - Fcxh- GEhlG2�lL., /V07'Z � fc� Phis i N sef of p1c1ns see S'h w� F.L.co El, 1097.84- �_ --- ---- - _-�_ __ X12 • _ - --- I STATE OF .CALIFORNIA BRIDGE DEPARTMENT s s s DEPARTMENT OF PUBLIC WORKSl�i> _,_. DESIGN SECTION 20•�r / `3 ; {� rlJ DIVISION OF HIGHWAYS- App/'©x . fog of slop e --�-� � - 21 � l 4- 15 ! � _ - - _ � - Project Designers ' Chief Designer S.I.ERRA AVENUE OVERHEAD l k 1 Z ,-.\PLAN DESIGN By. �� "� Checked , �, , �. � - !AVER : S . P : CO e _ TR•AC:K_:BETINEE-N.-:FONTANA; ;&-R1 ALTO' tN =SAN. BERINA-RDl NO. COUNTY: 1V DETAILS By Leland- 1Q- 57 Checked �, �� .a.cds- Sea e: -20 +D QUANTITIES By `/��1 / 2 — -7 Checked � - L t v c Loading= H20-516-44 � Plans and Speea. GENERAL. P_ L A N . SPECIFICATIONS BY }�S 1jNC3il� .12.',5 % Compared - 12-5 % - _----_-- - C!f'7 c �vie -naj E 111 e� . - - - = -- - = -- - --- ------ -- - Approval Recommended b Civil and Structural 5489 N T E C `� 6 — C-5 _ - O Y SCALE A S � � BRIDGE 5 4 3 FILE DRAWING 3 7 6 - Ewatarn o� Deridn Engr. License No._______485 ' PREL. DRAWING NO.