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cn <br />Tubular Handrailing B11-51 <br />or <br />Chain Link Railing K139-52 <br />Type 7 <br />(see note 5) <br />Concrete Barrier, Type 25 B 1-�5i <br />I <br />V <br />3/8" textured � <br />concrete finish <br />Conrete Barrier <br />Re in forcem en t <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 />paries <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 />2, -5" L7 7/8" I J" <br />MAX 6 " MIN <br />A t Midsp an At Bent <br />TYPICAL SEC77CN <br />1/4„ - 1'-0„ <br />r3o- 5 <br />5-10 <br />or <br />KHOO-5BO -5 <br />#5 tot 2 5-15 116 5-1 ] S = 12„ <br />I" clr <br />min <br />Additional top <br />17 1017 slab rein f, typ <br />• see note 1 <br />#4 @ 18 ;7c/:r- <br />Future <br />#4 C 18 <br />1'- 0 " t <br />yp <br />(in terior girders. <br />I <br />Soffit parallel <br />to deck <br />Utility Opening <br />H7-10 typ <br />J <br />1'_10„ I 1'-10„ <br />i <br />6 fyp <br />3/4 " drip <br />grooves, typ. <br />Bridge <br />Rein f symmetrical about <br />#5 tot 2 <br />elr e f 5 trlP <br />t 6 <br />Noo <br />Se <br />ARCHITECTURAL TEXTURE DETAIL <br />3/8" = 1,-0„ <br />F;: <br />,5 tot 3 7,C, typ 1 " clr <br />J148tot2 <br />Top and #4 tot 4, typ 2 112 clr #8tot 2 <br />Bottom, fyp 2 9 2" clr typ #4 tot 12 <br />min <br />Q) #4 tot 12 #5 tot 13, typ <br />#6 tot 7 per I B0_5 I 1 " min <br />3/8" textured bay stagger #6 tyP 5-5 2 9/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" clr Additional bottom #93. For girder flare near stressing ends, see <br />"Girder Layout" Sheet. <br />slab rein f, typ <br />KB7-1 9 1'-5" see note 1 4. For spacing of web vertical reinforcement see <br />#5 I l I@ 15 max Note: p g <br />S-2 ;- typ typ "Girder Layout - No. 1" and 'Girder Layout - No. 2" Sheets. <br />o -- Indicates additional top/bottom <br />PARTIAL SECTICIV B0-5 B7-1 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 />the C of benf with the C of relief strip. Where necessary, the <br />DRAWING-... <br />width of the textured panel may be uniformly <br />Noir hal- ns By- - adjusted (7'-0" max) within a given span to accomodate <br />l�c� Che;_ - `"_' <br />p$fe -" the span length. <br />Any Per$ 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; 0. BROWN ,- No. CD51297 <br />and shall not be used for APPROVED BY F �_��Sr Inc.it Exp. �6-30 �F 41 0E 51 <br />any purpose not provided ---- - 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 C4 VI L SCALE <br />Burlington Northern Santo ■ T A5 SHOWNREV. DATE DESCRIPTION BY APP. Fe Railway company. SEPTEMBER 13 2001 OF 5 Sacramento, California 95825 DAL Fp <br />SiJ6. <br />