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"B" Llne Profile EVC 328 00.00 B Une BVC 312+00.00 „+ „ El ev 79.45 El ev 79.45 1600' VC R/C=-0.3757 per Sto 11-5V4„ 8'-0" 12'-0" 121-0" 8'-0" 11-5V4„ 4-3.00;1 Profile Grode PROFILE GRADE Concrete Barrier Type _ _ 732 (Mod) with Tubular -2;.1 - 2 NO SCALE Hand Rolling (Bicycle) (Chain Link Rol/Ing ❑ oa Verizon phone BB Type 7 (Mod) In Span 5) condults 713'-0" Measured Along B Llne CIP PIS Concrete Box Girder ; Opening for EB Future Utll lty 1241 -0" 115,-0" 1151-0" 1151_0„ 139,-011 105,-0" X X q BNSF Moln gFuture '� r - - - - - -r�� - - 1 - -� - � � — Spur Line Line Abut lAbut 7 r -I-r -I -r -T r -i-ri -rgl- � Approximate OG ar $ �- I f I I l Ili � ' ' I ' I " i x x 25'-0" minTmum - '� x 25'-0" minimum _ _ . . Bent 2 Bent 3 Bent 4 Bent 5 vertical clearance vertical clearance Bent 6 TYPICAL SECTION Datum Elevation: 20.0 F 3/5+00 316+00 317+00 3/8+00 3/9+00 320+00 321+00 322+00 /"=/O' ELEVATION INDEX TO CALTRANS STANDARD /„=401 PLANS DATED JULY 1992 INDEX TO PLANS PILE DATA TABLE AIOA Abbreviations AIOB Symbols Sheet No. Title Locatlon Type Deslgn Loading Nom/nal Resistance Design T/p Speclfled Tlp A62C Limits of Payment for Excavatlon 20 General Plan (Service Load) Compression Tenslon Elevation El evatlon and Backfill-Bridge 21 Deck Contours Abutment l 24" CIDH 90 tons 360 kips 0 kips l0 (1,2); 44 (3) 10 BO-1 Bridge Detalis 22 Foundation Pian Bents 2,3,4 24" CIDH N/A 240 kips 0 kips 4 (I,2); 44 (3) 4 BO-3 Bridge Detalls 23 Abutment l Layout N BO-5 Bridge Detal/s 24 Abutment 7 Layout Bent 5 24" CIDH N/A /80 kips 0 kips 3 11,2); 44 (3) 3 BO-13 Bridge Detolls yLn Bent 6 24" CIDH N/A /80 kips 0 kips 2 (l,2); 44 (3) 2 87-1 Utility Opening Box Girder 25 Abutment Detalis Ln 26 Bent Details No. I Abutment 7 24" CIDH 85 tons 340 kips 0 kips /5 (I,2); 44 (3) 15 87-6 Deck Drains Types D-1 and D-2 27 Bent Detolls No. 2 r — PII e t/p e/evatlon Is controlled by the fol/owing demands: 0) compression, (2) tension and (3) lateral. 87-l0 Box Girder Details 28 Typical SectlonB8-5 Cost-In-Place Prestressed Girder Detoi/sM 29 Girder Layout No. I o LEGEND: BII-52 Cho1n Link RallIng Type 7 30 Girder Layout No. 2 8/4-5 Water Supply Llne (Decal/s) L OJ Structure Approach Type EQ(l0) (Pipe Less Than 4" Diameter) 3/ Girder Reinforcement 32 Drainage Plan OMBGR, see "Road Plans" qj 33 Drolnoge' Detall s oa cep �� 34 Concrete Borrier Type 732 v 0 35 Tubular Hand Rollin (Bic cl e) 3 Paint Bridge Nome F 9 Y Ln o 1q) ; and Bridge Number \� �� % oX�`/" ��/ 36 Abutment Joint Seo/ Detolls o Movement Rating Greater Than 4" U) indicates point of minimum 37 Structural Approach Type E000) o o vertical clearance ��p�/ 0�/ �J % 3 38 Log of Test Borings No. 1 q) 39 Log of Test Borings No. 2 2 / 315+00 l0° skew „B" Line /00 skew 24' skew 38° skew 320+00 380 skew Elev 90.80 ♦� To N 40 Lo1+86g ul Log Borings No. 3 g 4/ As-Bull t Lo of Test Barin s To Lockefordow0op. 1 -,,,88 314+73 , , , , , N 0003120" W / RiponN a 2 E/ev 86.24 2 Li % 127 -0, Top of slope CD Top of slope a / c/r eRofEssioNq� hi o 7 27 -7 REGI D CIVIL ENGINEER �O F 0 Toe of slope 16' min v cI r s/ls�o2 Jeff W. Olson m o p BNSF R/W PLANS PR VAL DATE r C42728 CD Caltrans Standard Plan Sheet No. PLAN Notes: Toe of slope No. QUINCY ENGINEERING INC Exp.3-31-04 U I"=40' /. For General Notes, see "Deck Contours" sheet 3247 Ramos Circle s� Q Detail No. Sacramento, CA 95827 - 2512 9TF OF CA��Fo�� w DRAWN BY DATE z T PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE JACK TONE ROAD BRIDGE SHEET TOTAL � �, iN0enY HovEY 7/2001L11i COUNTY OF SAN J OAOU I N NO SCALE GENERAL PLAN AND OVERHEAD No. SHEETS JEFF OL50N 5io2 P > K I MAL 5io2 / s/,��/az ul %r��t�v ��/oL BRIDGE N0 . 29C -0411 20 41 FILE NAME DRAWER SHEET N0. ACAD REVISIONS DATE s085egp. dgn