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cn <br />Tubular Handrailing <br />or Chain Link flailing <br />(see note 5) --� <br />3/4 " drip <br />grooves, typ, <br />1 '- 0 " & varies, <br />see note 3 <br />Textured concrete <br />finish, typ r� <br />8 7/8" <br />C <br />21'-9" <br />Varies <br />(77, Max, 2% Min) <br />4 " fillet, <br />typ <br />Bridge <br />21'-9" <br />Profile Grade <br />Varies <br />(2% Max, - 7% Min) <br />Am - <br />Future Utility opening <br />H70­- 70 typ <br />J <br />1'- 0 " t <br />yp <br />(in terior girders. <br />i <br />6 typ <br />owl <br />L 2 <br />6" MIN Soffit parallel 3/4" drip <br />MAX to deck grooves, typ. <br />4'-6 <br />A t Midsp an At Bent <br />TYPICAL SEC77CN 6 <br />1/4' - 1'- 0,5 <br />B11-51 ejr�f strlP <br />Tubular Hondrorling f� ee date 6 <br />or K30-5 ARCHITECTURAL TEXTURE DETAIL <br />6 <br />Chain Link Railing r13152 �10 3/8" - 1 '-0" <br />Type 7 or <br />(see note 5) <br />#5 tot 2 KHOO-5 #6 r13 <br />-5 S = 12 Bridge <br />811-53 I " clr 5-15 5-11 Rein f symmetrical about <br />Concrete Barrier, Type 25 min I <br />� Additional top <br />V 1,-1Q" slab reinf, typ 1 ' -10" I '-1 Q" <br />3/8" 7Ba <br />!• .. see note 1 <br />concrei �, #4 @ 18 <br />2" cIr #4 @ 18 I #5 tot 2 <br />Conrete rrier � � � l <br />Re' forcem en t �� I, <br />, 5 tot 3 C, typ 1 " clr <br />J14 8tot2 <br />Top and #4 tot 4, typ 2 112 clr <br />#8tot 2 <br />Bottom, typ 2 1 2" clr typ #4 tot 12 <br />min C. <br />Q) #4 tot 12 #5 tot 13, typ <br />#6 tot 7 per I I 1 " min <br />3/8" textured bay stagger #6 tyP 5-5 /H75 2 1/c r max <br />concrete finish - as shown <br />Notes: <br />L For additional top and bottom slab reinforcement, see <br />"Girder Reinforcement Details" sheet, <br />C ' 2. For deck cross slope data, see 'Deck Contour" sheet. <br />#9 t t 2 1 1/2" c1r Additional bottom #9 J. For girder flare near stressing ends, see <br />"Girder Layout" Sheet. <br />slab reinf, typ <br />KB7-1 9 1 _6 see note I 4. For s acin of web vertical reinforcement see <br />#5 1 l I@ 15 max Note: p g <br />S-2 ;- typ typ "Girder Layout - No. I" and "Girder Layout - No. 2" Sheets. <br />o -- Indicates additional top/bottom <br />PARTIAL SECTICIV BC-5 KB7-1 r138-5 slab reinforcement. 5. See "General Plan" sheet for Railing type limits. <br />3/4" = 1'-0" 6. Textured panel pattern shall begin at each bent by aligning <br />RECORD <br />fhe C of benf wifh the C of relief strip. Where necessary, the <br />DRAWING-... <br />width of the textured panel may be uniformly <br />Corrections By - <br />No. hl- adjusted (I '-0" max) within a given span to accomodate <br />Date -" the span length. <br />Any Per$ elli <br />All inform. <br />r � <br />INFORMATION CONFIDENTIAL: DESIGNED BY FEsSCONTRACT NO. <br />All plans, drawings, specifi- A. ABDEL-KARIM Burlington Northern Santa Fe �a p�a' MARIPOSA ROAD GRADE SEPARATION DRAWING NO. ---- — <br />cations, and or information DRAWN BY 4 ► l �f �f <br />furnished herewith shall r''f ST— 1 1 <br />remain the property of the T. WALTZ * AND REALIGNMENT <br />Burlington Northern Santa CHECKED BY Railway Company � AHMAD ABDEL—KARIM <br />Fe Railway Company and REVISION SHEET N0- <br />4Dshall be held confidential; ❑. BROWN ,- No. CD51297 <br />and shall not be used for APPROVED BY F �_��Sr Inc.it Exp. �6-30 �F 41 OF 51 <br />any purpose not prodded ---- - TYP I C A L 5 E C TI O N <br />for in agreements with the A. BOONE 601 University Avenue, , Suite 274 �T9 CIVI L SCALE <br />Burlington Northern Santo ■ T A5 SHOWNREV. DATE DESCRIPTION BY APP. Fe Railway company. SEPTEMBER 13 200I OF 5 Sacramento, California 95825 DAL Fp <br />SiJ6. <br />