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--v------------------------------------------- ----------------------------------------------------------------- ------------- ------------ R-_-_-..._......--..._-_ ._---------..---------_--------------------------------------------------- ---------- ---------- ..__...____._................ _.r...........................__.,............... ........ ._............,......................................... _ ___.....,._ DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO SHEETS 0 0 0 c C: I a a a. M U) V) Abut Control line left N O 7 O oW A A c 1 v I I a- V I I I , � \ i I I I ' �L Bent 2 Hinge 261 Ultimate I 00 00 d- d- � o o A A v v v a a a. Ln V) V) CAMBER DIAGRAM NO SCALE In `V 0 O o O O O if aA i CL I o o I Q_ a a cn I cn rn In 1 I Hinge I Bent 3 Bent 2 Hinge t 0 ! 259 1 258 257 256 1, 255n 1 254 x \ x x x x 1 x x l X x x x\ x X X x x X 1 x `�C x x x 1x X x I I I I I I I Abut 4 Abutment 1 1 ! t it � O ,1 1 1 1 Midspan Abutment 4 1 t QRpFESS/p Bent 2 Hinge 1 Hinge Bent 3 1 1 i 1 REGISTERED CIVIL ENGINEER ! ! ; 1 1 , �, T.C. Jee m !1 1; 1 ! ' 1� _ _ No. 15910 9 Uri EXP. 6/30/93 PLANS APPROVAL.,, DATE CIVIL t o 1 1 i 1 F CA0 1 t t 1 i i i U �-� Indicates direction DECK SLAB PLACING DIAGRAM of pour O Sequence No. NO SCALE 261 302+50 56+00 Abutment 1 ,t ,1 26 APPROXIMATE QUANTITIES Piling, CIDH, 24'' Diameter Piling, CIDH, 36 ' Diameter FINAL PAY QUANTITIES Structure Excavation (Bridge) Structure Backfill (Bridge) Pervious Backfill (Bridge) Structural Concrete (Bridge) Structural Concrete (Footing) Furnish PC/PS (Type A) Girder Erect PC/PS (Type A) Girder Furnish PC/PS (Type B) Girder Erect PC/PS (Type B) Girder Bar Reinforcing Steel (Bridge) Concrete Barrier (Type 25) Metal Beam Guard Rail (Type 1 Flare) (Type 2 Flare) �.. (Type 4 Flare) 322 LF 586 LF 509 Cy 288 Cy 17 Cy 416 Cy 77 Cy 4 EA 4 EA 8 EA 8 EA 115,600 LB 533 LF 126 LF 400 LF 68 LF 1 1 i i , 1 i 1 1 259 i 1 303+0 � t 4 X X X X \ '260 i X 259 57+00 LIST OF STANDARD PLANS (January 1988) Edge of deck X X 258 304+00 Edge of deck DECK CONTOURS 1" = 10'-0" A-10A Abbreviations A-10B Symbols A62-C Excavation and Backfill Bridge - Limits of Payment A77C-1 Metal Beam Guard Railing - Standard Hardware A77C-2 Metal Beam Guard Railing A77-E Cable Anchor Assembly (Breakaway) A79-A Guard Rail Flares A79-B Misc. Guard Rail Details A79-D Guard Rail Connections to Bridge Sidewalks and Curbs BO-1 Bridge Details BO-3 Bridge Details BO-5 Bridge Details 136-10 Utility Openings — T-Beam B11-30 Temporary Railing (Type K) 811-52 Chain Link Railing Type 7 B11-53 Concrete Barrier Type 25 Standard Plan Sheet No. Detail No. Hinge i , X 257 Bent 3 i ,1 1 ,1 ,1 1 55 t i ,1 ,1 , ! t1256 58+00 x 't x t 1 X` 255 NOTES: ❑ Indicates even foot contours. X Indicates 10' intervals measured along station line. Contour interval = 0.10' Contours do. not include camber. CONCRETE TYPE LIMITS -� Structural Concrete, Bridge ® Structural Concrete, Bridge Footing Cast -in - Drilled -Hole Concrete Pile ® P.C./P.S. Girder Abutment 4 i \ t4\ 25�05+00 ,1 X 1\ X 1 i 254 STATE NO. 29C-033L 10/,91 Ah FUILT M.Y Til U g/, AnL?E0 01MEN510N pL111 .3r- RVSD DATE DESCRIPTION BY APPD 4 CORPORATION WALNUT CREEK, CALIFORNIA PATTERSON PASS RD. BRIDGE 2 DECK CONTOURS SCALE AS NOTED SUBMIT ED DATE 7 - 2 5 - 91 DESIGNED T . J . _(;2_,ee_ DRAWING NO. 4111, DRAWN W. W. APPROVED 134-2 CHECKED T . D .