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+ 190 300 V.0 -19e <br />Conform Sta.3+50 B.V.0 PROFILE GRADE <br />Sta.6+50 E.V.0 <br />Sta.3+25 Etev.42.97 <br />SCALE: 1"'-1 W Elev.42.97 <br />ROADWAY <br />QUANTITIES . <br />ITEM NAME <br />QUANTITY <br />UNIT <br />Type III Barricade <br />6 <br />Each <br />Clearing and Grubbing <br />1 <br />L.S. <br />Earthwork (Misc. Areas) <br />1 <br />L.S. <br />Shoulder Backing <br />330 <br />Ton <br />Finishing Roadway <br />1 <br />L.S. <br />Driveway Type A <br />50 <br />S.Y. <br />Driveway Type B <br />60 <br />S.Y. <br />Paint Traffic Stripe (2 Coats) <br />1123 <br />L.F. <br />(S) <br />Asphalt Concrete Type B <br />300 <br />Ton <br />Terminal Section Type C) <br />- 2 <br />Each <br />(S) <br />Terminal Section (Type A) <br />_ Z_ <br />Each <br />S <br />End Section <br />- 4 <br />Each <br />S <br />Cable Anchor Assembly (Breakaway, Type A) 4 <br />Each <br />S <br />STRUCTURE <br />QUANTITIES <br />ITEM NAME <br />QUANTITY <br />UNIT <br />Excavation Protection System <br />1 <br />L.S. <br />Remove Concrete <br />1 <br />L.S. <br />Bridge Removal <br />1 <br />L.S. <br />"S <br />Structure Excavation <br />95 <br />C.Y. <br />F <br />Structure Backfill <br />60 <br />C.Y. <br />F <br />16" C.I.D.H. Concrete Piling <br />431 <br />L.F. <br />Structure Concrete (Bridge) <br />104 <br />C.Y. <br />_S <br />F <br />Bar Reinforcing Steel <br />18000 <br />Lbs. <br />F (S) <br />Metal Beam Guard Railing <br />185 <br />L.F. <br />S <br />Metal Tube Bridge Railing (Type 115) <br />104 <br />L.F. <br />S <br />S - Denotes Specialty Item <br />F I - Denotes Final Pay Quantity <br />Datum Elev. 0 <br />1 A <br />4+50 <br />, Total Br. Length 35.OW <br />� e <br />16' 16' <br />sue` v J <br />4: <br />I 00 <br />R M <br />+ LO <br />+ <br />m a N 401 <br />V <br />I ' a.0 <br />Sp. Tip Elev.4 Sp. Tip Elev.4 <br />JAPUT. 11 iBENT 21 <br />1 <br />5+00 <br />ELEVATION <br />scAic: r=,o• <br />_11r- <br />Sp. Tip Elev.10 <br />JABUT. 31 <br />Conform <br />Sta.7+00 <br />30'-6' <br />q <br />Metal Tube Bridge 15'-OrClear Const. 15'-("Clear <br />Railing Type 115 Schedule 80 0lyvinyl <br />EI.43 72 I Chloride i b dero iv de . PbIastic • �• <br />�? 1 � a11e and placed by Contrractor �`` <br />1 2% 2% 4,_0! [ <br />�[ - i <br />Reinforced I �' <br />Concrete Slab <br />O.G. Profile 16' Lt. � Const. <br />O.G. Profile 16' Rt. Const. <br />I <br />5+50 <br />4 Approach Guard Rail Detail. See Sheet#8, <br />S.P. A79-A (Typical N.E.& S.W. Corners) <br />h <br />� W l <br />25'-0" �.•s 37'-6" Parabola �- <br />rOrteCti011s By <br />00, <br />f G 8 Spaces o 3'-1/12" c-c 6 Spaces 06 -3 c-c <br />Lo Changan 8y '..� �. <br />.)ate___..___ _ _ Exist. conc. wall to. <br />Ati� PPfSl;il U31t1 i�i3 �C�Nfl1�a. li`; _ �,r. remain in place 3-10t'x 1o»x 5'-4' D.F Posts & 8"x8' Blocks <br />All iltfcl�'rillii�?tt 13y iltyg�yiftl;t �,t�� ,i�,j(�i�ft!f Remove exist. conc. cylinder wall <br />enough to conform to new construction. ` / ---_0'3eSkew 8-E'x 8" D.F. Posts & Blocks ` <br />. _ 9 .�� 2 -6"x a� <br />Place S.J. Co. '~` D.F. Posts.' <br />16" Cost -in -drilled hole <br />Concrete Piling (Typ.) <br />I <br />I <br />TYPICAL SECTION <br />SCALE: %4� = 1'-0" <br />Conform <br />R-300' <br />Bench Mark <br />Existing Bridge ^ / <br />• p___-,.._..._ ,.,_ R-300, _ — — — � Abut. Sto.4+82 � '� g / ery cy <br />O-- — / — %/ <br />Const. Proposed Bridge ( Abut. Sta.5+14 <br />2' Min. <br />Id Ul U Li Li LA/ <br />16' Span 16' Span 10' Wingwall <br />All 4 Corners <br />Length for payment 62'--6" Metal Beam Guard Rail with wood R=3pt(Typical N.W. & S.E. Car.) <br />s <br />M posts & blocks. Type 1 flare. See sheet #8, S.P. A77C--1 <br />9 _16_ - and S.P. A79—A (Typical N.E. & S.W. Corners) 1'x ex 5'-4" Or. . Posts <br />And Blocks at�3'-1 tc/c. Length <br />v a- 12'-6'� TfG.R. Termin Section Typ <br />^ m o (Typ cat S.E. & N.W. Corn r ). <br />CONST. - - `� c .450 L.F. Metal Tube Bridge Railing Type 115. s <br />See Sheet#8 for Details <br />for payment <br />e & (TYP•) <br />Face of Rail <br />N <br />N <br />r- <br />M <br />0 <br />N <br />prj, d. <br />001A <br />GENERAL NOTES <br />DESIGN: A.A.S.H.T.O. Dated 1983 with interims and Cal Trans <br />supplements. (load Factor Design). <br />PILE: Abutments-45Tons 16"Dia. CIDH Piles. <br />Bent-45Tons 16"Dla. CIDH (See Sheet <br />LIVE LOADING: HS-20-44, alternative and permit design load. <br />SEISMIC LOADING: Peak Rock Acceleration =* 0.1g <br />Depth of "Rock -Like Material = 50+ Ft. <br />UNIT STRESSES: Reinforced Concrete <br />fy=60,000p.s.i., 50,000p.s.i. in stirrups. <br />fc-3,250p.s.i. <br />n=9 <br />CONSTRUCTION: Standard Specifications, Department of <br />Transportation dated Jan. 1988 shall apply. <br />Cable Anchor Assembly (BreakawayTyype A Terminal <br />Section Type C See S.P. A77-E (Typical N.E. & <br />S.W. Corners). <br />1 <br />/J <br />4'-0" (Typical <br />r- <br />6 R:=300' R-300' <br />V_ CONST. <br />CURVE DATA <br />R-300' <br />A— 6 ° 50' 37" <br />T-17.94! <br />L-35.83' <br />Conform <br />} <br />p^ <br />U ul <br />QE <br />. CURVE DATA -= � _� 50' E.P. Transition r �" <br />d <br />R=300(Typical S.W. & N.E. Cor.) � 4= 6° 50' 37" PLAN <br />T- 17.94 C) oa cv <br />L-35.83' 14 SCALE: 1"=10' <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPR VED. DATE PLAN SCALE SHEET TOTAL <br />J.C. WHITE to/»/9tLIVE �A� R D. B R. �2� � 3Q� NO SHEETS � <br />COUNTY OF SANA.T JOA►. UI GENERAL PLAN PROJECT <br />Isis 3 �� I�� c�� �- s. /fj9� �aAs Shown '' �` Across Pixley Creek 3 9 <br />FILE NAME DRAWER SHEET NO ACAD <br />0.\WEOAK GENfLAN2 <br />i I} <br />f <br />