29C-083L - Laserfiche WebLink

Home Browse Search

DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL. PROJECT NO SHEETS -2.947. PROFILE GRADE NO SCALE 228'-11/4" BBBent 2 q Bent 3 EB q Abut. 1 1 q Hinge Hinge ! Abut. 4 1'-6'ls,1 i32 -6 f6 25.-0 110 -0 251_011 � 32 -616 ,! 1 -6 f 611 1 Anchor Span 1 Cantilever ! Main Span ! Cantilever" ! Anchor Span ! f1 Span 1 i Span 1 1 see Joints, snote I i i a 1 L) ►I I i , L I 24" CIDH Piles r —T, i i W.S. I .I 1� � �21(Typ.) 1 i 1 Elev. 243.60 * _ � Elev. 243.90� 1iI 4r� — 24" CIDH Piles 36 CIDH Piles I L21 I --� 5'-0" Min. N ~ 36" CIDH Piles (Typ.) Datum Line Elev. 200 NOTE: Provide I/2" stress relief joint with premolded expansion joint filler for concrete barriers (Type 25) at center line of hinge and bent and normal to center line of bridge. A A Department of WATER Resources Construction Inspector must be present at all times during construction of the bridge. A2 For other pertinent notes, see Drawing 134-3. A* Verify elevations of canal lining. ELEVATION SCALE: 1"-20' REGISTERED CIVIL ENGI Control Line Left— i-&-- Ultimate DATE Bridge i 8'-0" I PLANS ROYAL 20'-10" 22'-0" , ' i I Exist. Bridge I � i 11 151_011 151_011 1 j 11_911 1 II 1 Concrete Barrier ! i Profile Grade i , (Type 25 and 25A Typ.) 2/. f 1 !� 6'-0" Precast i Precast Prestressed Conc.) i i i i i Prestressed i Girders Haunch from # ! _ Conc. Girders i 6 0 to 7 6� � 00 1 1 i 1 1 i U i --lr 4�_011 i 81_6�� i i i, 81_611 i 41_011 L, U Girder continues at 7'-6'► 4`-3" thru Anchor Span Cantilever Span Main Span TYPICAL SECTION SCALE: 1"-10' Q gRa�Ess/o''� T.C. Jee l * NO. 15910 EXP. 6/30/93 \� 4�F CIVIL OF DNo SPECIFIED TIP ELEVATION 214.0 173.9 GENERAL NOTES 169.2 LOAD FACTOR DESIGN 206.5 DESIGN: BRIDGE DESIGN SPECIFICATIONS (1983 AASHTO with Interims and Revisions by CALTRANS) Metal Beam Guard Railing Assembly - Type 1 Flare = DEAD LOAD: Includes 35 psf for future wearing surface. n LIVE LOADING: HS20-44 and alternative and permit design load LOCATION ABUTMENT 1 BENT 2 BENT 3 ABUTMENT 4 PILE DATA CIDH PILES PILE DESIGN DIAMETER LOAD 24" 65 TONS 36" 300 TONS 36" 300 TONS 24" 65 TONS o - Toe of Fill._-.._:_:.:._-:_`-:- _. _ Toe-:. of Fill REINFORCED CONCRETE: fy 60,000 psi -- _ Metal Beam Guard Railing —� fb 3,250 psi 10° 30' Skew (Typ.) _ Wit^' T Assembly -Type 1 Flare - n Joints Transverse deck slabs (Working Stress Design) A79 A A79)-B"1- fs = 20,000 psi - f c 1,200 psi PTO 1-58Q �� :�� i _ o i ��t EB Sta. 304+97.42 (Control Line Left) �--/ n = 10 , ; y, Elev.:254.15 Bridge ------------------_—_------------— ------—------------------_'- T__=— t-- ---�- -! = =----------------------;--— --------- ---— PRESTRESSED CONCRETE: See "Prestressing g Notes' on Type A GIrd e r-------------------- ...--._.. Control Line Left Details" and "Type B Girder Details 1" Sheets. 303 10 4+00 ° YP h .._ ► N55 --09 26 E Z �.�; ',I ,r 1 ,l Ultimate Q �o :....... _ _... _. �� DWG. N0. TITLE _. _ _....._ =r o 134 1 GENERAL PLAN Metal Beam Guard o n _ E - - B4-2 DECK CONTOURS Railing Assembly o �,. �: fJ E o o. B4-3 FOUNDATION PLAN Type 1 Flare :}- .:" c� B4-4 PILE DETAILS See Roadway Plan- -0 iz > = �n '� B4-5 ABUTMENT DETAILS SHEET 1 134-6 ABUTMENT DETAILS SHEET 2 n _ --1� — B4-7 BENT DETAILS - ' B4-8 TYPICAL SECTION - PLAN .. ..,.... _......._..... B4-9 GIRDER LAYOUT & HINGE DETAILS SCALE: 1"-20' 134-10 TYPE A GIRDER DETAILS 134-11 TYPE B GIRDER DETAILS 1 134-12 TYPE B GIRDER DETAILS 2 134-13 LOG OF BORINGS NOTE: The Contractor shall verify all controlling field dimensions before ordering or -fabricating any materials. BRIDGE NO.29C-083L ®1 3 As Built IM.Y, T.J. ©,'Xs Added Notes 1R.A. T.J. 8/3 Chanqed "Type 2" to "Type 1" Flare IRA T.J. 1 BY ADM RYSD QATE .. .. .. DETKxi .. . CORPORATION WALNUT CREEK, CALIFORNIA PATTERSON PASS RD. BRIDGE 2 GENERAL PLAN scALE AS NOTED SU13MITT DATE 7 - 2 5 - 91 DESIGNED T.J. DRAWING NO. DRAWN R.A. APPROVED 134-1 CHECKED T.D.