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cV 5 1/2" <br />Rail Cap 11 <br />1 1 /4" 2 1 /2 1 3/4" To <br />� 1 1 / 16 "0 X �---�� <br />7/8" Short slotted - <br />hole, Typ <br />/`-Rail Cap <br />---- - CD 1�J1 1 1 <br />PAIL END BASE T_ DETAIL <br />5" <br />III � I I <br />II II <br />II II <br />II II <br />- -1-f - -�LI-. -i <br />III <br />� II <br />I 3/8" Rail end base <br />r r [-4I i Rr <br />see Detail <br />N - i II l i l 1 -�• <br />r II <br />3/8" X8 1 /4"XO' -10" <br />8 1 /4" <br />E SECTION E—�E <br />to 3» = 1'_0„ <br />N <br />I 1 1/20' <br />T <br />N <br />I 3/8"X3"XO'-8" <br />/16" 0 Hole, <br />t 2 <br />I I <br />/2„ 5„ 1 1 /2r, <br />� <br />- --- -s <br />8» <br />-- TS 4X2XO.1875 <br />3/8 EWASHER Rail Cap —� <br />// /TT/ <br />r <br />-I-- — I— — — — — <br />I I <br />I I 3/8" 0 Vent hole <br />Typ <br />l l V <br />I ti l <br />1 1/2' 0 Std pipe AV, Ty <br />I I intermediate rail, I I <br />I I continuous through post, _ _ _ _ _�i _ _ = F - _ - - - <br />I I in 2"0 hole, Typ <br />1 1 I <br />I TS 3X2XO.1875 I I I 3/8"0 Vent <br />%I I hole, Typ <br />1" 1 <br />-- I Typ <br />SECTION ELEVATION <br />PAIL CONNECTION DETAILS <br />6„ - 1 r_Grr <br />YP <br />C14 r/ I ,� �eol weld, Typ <br />0 <br />N ® _ <br />Z_Cn " <br />E <br />11/16 0 X 7/8 <br />short slotted hole, <br />r- Tot 4 <br />0) <br />-i - - <br />m WT 10.5x31 - <br />r <br />C_ N <br />can � I \ <br />D 1 5/8" 5» <br />< 6D <br />(!7 <br />o <br />0 <br />DETAIL 3 <br />3rr = 1,-(fir, <br />00l <br />N NOTE: <br />rl- <br />THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD <br />CD <br />o DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. <br />� 5/80 X 0'-3" Bolt 10" <br />with hex nut, washers �- <br />and approved thread <br />locking system in <br />1 1/ 16" 0 hole, Tot 2 AA <br /><Ty <br />P <br />Concrete barrier I <br />I <br />I I 3/8" Top <br />n1i <br />n ILJ II I � <br />�I I TYP <br />3/8" FP_ Washer, <br />Tot 2, see Detail rn <br />5/8" 0 X 0'-9" Bolts with u <br />hex nuts, washers and r <br />approved thread locking <br />system Tot 4, Typ WT 10.5x31 <br />8„ <br />SECTION D—D <br />3" = 1,_G„ <br />Tube or pipe rail <Typ <br />6 0' <br />-- Sleeve formed of 3/16" <br />WELDED SPLICE bent for sliding fit inside <br />of rail tube <br />6„ 6 — 3 3/4" - <br />V N <br />— — — — L --� = � _ _— <br />I <br />1 /2» Min or match deck joint <br />TUBE SPLICE <br />V -- 1 3/8"0 Bar sleeve for 1 <br />_ - - 1 /2"0 Std pipe, <br />1 13/16" Bar sleeve for <br />I 2"0 Std pipe <br />1 /2" Min or match deck joint <br />PIPE SPLICE <br />PAIL SPLICE DETAILS <br />3,r — i r—®» <br />I <br />NO CHANGES <br />M&*n Ave canlaor MWovsmw Pro d <br />0" Orr F. d <br />AS -BUILT <br />R"Ww t Engi m - Ma rbo R1ww. P.E. <br />Sftch" RWGWft Iw - D" Fwm, P E. <br />Rewarons ay ^x c draw & Tart <br />NOTES.- <br />1 . Galvanize rail assembly after fabrication. <br />2. Post shall be normal to railing. <br />3. Rail tubes shall be shop bent or fabricated to fit horizontal curve when <br />radius is less than 985 ft. <br />4. Tube splices shall be located in the tubes spanning deck or wall joints. <br />Increase joint width in tubes to match expansion joint width and <br />increase sleeve length correspondingly. <br />5. Top and intermediate rail tubes or pipes shall be continuous over not <br />less than two posts except a short post spacing is permitted near <br />deck or wall joints, electroliers, or other rail discontinuities as notes. <br />SURVEY REVISION DESCRIPTION BY DATE SCALE PREPARED BY DATE SAN J®AC?U I N COUNTY PUBLIC WORKS DRAWING <br />o DATUM: 4 . c �. <br />3 HORIZONTAL: DRAWN: H. SULLIVAN 09-29-16 AECOMZ S-146 <br />(� _ c VERTICAL: 7- ,1 ORIN A. BROWN i <br />DESIGNED: J. FREKING 09-29-16 AECOM Technical Services, Inc. N: McHENRY IW ran, c4885s rn <br />Ex . 09-3( S —15 3 <br />_ 0 1 2 i �, � : rr <br />I I I I I CHECKED: N. CALDERONE 09-29-16 2U2U L Street, Suite 30U �. ,� <br />INCHES Sacramento, CA95s11 McHENRY AVE BRIDGE OVER STANISLAUS RIVER (REPLACE) �� CIVI <br />0 10 20 30 40 50 0. BROWN 09-29-16 T 916.414.58U0 F 916-414.1557 �,� \P �r�aF c�L\�o�`� SHEET <br />APPROVED: <br />�C3 FILE No. — _ _ < < F R 1 of 1 76 <br />I I I I I <br />METAL BICYCLE RAILING DETAILS NO. 2 50 <br />MILOMETERS <br />