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a <br />CO <br />I <br />0 <br />N <br />0 <br />N <br />a <br />E <br />N <br />V) <br />m <br />L <br />Et <br />a) <br />I n <br />0 <br />Cap <br />/ �o <br />See "DETAIL A" --�� _ // / 2° <br />In <br />Drainage pad - I <br />o0-) <br />C N <br />3" Slotted plastic pipe <br />_1 <br />See "DRAINAGE DETAILS" <br />I � ^ <br />I See Note 1 (0 c <br />McHenry Ave Corridor Improvemem t-f o;t�;t,i <br />Pq <br />GEO OMPOSITE DRAIN SECTION AS -BUILT <br />NOT TO SCALE Resident Engineer - Mauricio Rivera, P.E. <br />Structure Representative - David Franco, P.E. <br />Revisions By <br />�- - Backface of abutment <br />x 3" Slotted plastic pipe <br />x <br />X x Elbow connection <br />x <br />X 3" Slotted plastic pipe <br />X <br />x <br />X ,- Cap, TYP <br />X <br />X Backface of <br />x C <br />X L I wing wall <br />xxxxxxxx <br />Wing wall <br />3" Unslotted pipe <br />GEOCOMPOSITE DRAIN DETAIL <br />NOT TO SCALE <br />Filter fabric <br />wrap aro <br />DETAIL 11A91 <br />Scale: NOT TO SCALE <br />L <br />Leach <br />l and epoxied <br />de. <br />11 _- Geocomposite _Geocomposite drain <br />drain <br />Filter fabric `t Filter fabric <br />3 , Plastic ° <br />® o ° pipe (slotted) O o 3" Plastic pipe <br />I (slotted) <br />+ TPB + TPB Top of <br />° ° abutment <br />Drainage pad = <br />I � 4„ or retaining <br />(minor concrete) �- wall footing <br />4„ 4„ <br />1'-off 1 '-0" <br />U, WITHOUT FOOTING WITH FOOTING <br />r DRAINAGE D__ ETAILS <br />o NOTES NOT TO SCALE <br />1. Drain openings to be located at 3"± above finished grade at outlet locations. <br />2. Geocomposite drain, cement treated permeable base, and 3"0 slotted plastic pipe <br />continuous behind retaining wall or abutment. Cap ends of pipe. <br />00 <br />N <br />r <br />CCO 25 Sheet 2 of L <br />4" 8' <br />= Edge of slab (:i <br />Q --Edge of slab <br />@ Span 25 @ Span 25 <br />0 I <br />Edge of Conc a -I <br />C 0 ` -Edge of Conc <br />Barrier a) I l• Barrier Type <br />a 80 & 80SW <br />I <br />N I� <br />Q0 1 + Q <br />- <br />�A I <br />I [.0( <br />� <br />30 degrees E`D, <br />D ` <br />E <br />� A <br />N <br />-- Blockout for o LE @ Barrier <br />Joint Seal - C1� Type <br />B Assembly D @ Barrier <br />SIGNAL POLE TYPE 1 —A Type 80SW <br />SIGNAL POLE TYPE 29-5-1 00 SUPPORT PLAN <br />SUPPORT PLAN 1/2" = 1'-0' <br />1/2" = 1 ' -0' <br />� Signal Pole Type 29-5-100 <br />C-7BGSigr7al PoleRSPbase late I I Co Barrier 11-61 RSP <br />Type 80SW <br />Conc � Pedestal- <br />#4x5'-4" Tot 15 <br />18'-0" <br />#g @ 6, <br />Top & Bottom <br />0-) <br />tj <br />i <br />#4� <br />Anchor Edge of slab <br />&S-7' <br />G @ Span 25 <br />_ Bolt, Ty SECTION A —A <br />RSP <br />1/2" = 1 '-0' <br />�- - Signal Pole <br />Type 29-5-100 <br />#4x4'-2", Tot 5 <br />i I #4 <br />' - 4 1/2 <br />rn II II <br />#4 _I Tot 25 <br />II II <br />� II II <br />#4 MI @ 12, Tot 5 <br />4'-6„ <br />SECTION P—B <br />1/2" = V-0' <br />N <br />NOTE: <br />¢ <br />THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD <br />0 <br />0 <br />DIMENSIONS <br />BEFORE ORDERING OR FABRICATING ANY MATERIAL. <br />i <br />SURVEY REVISION DESCRIPTION <br />BY DATE SCALE <br />PREPARED BY <br />0 <br />DATUM: <br />HORIZONTAL: <br />DRAWN: H. SULLIVAN <br />_y C- <br />Q <br />VERTICAL: <br />DESIGNED: J. FREKING <br />a <br />.>_ <br />I <br />0 <br />2 <br />-D <br />� <br />Rotate sign foundation to match road <br />TB 11 /201, I I <br />I CHECKED: N. CALDERONE <br />—� <br />INCHES <br />a <br />cn.- <br />0 10 20 30 40 <br />I I I <br />50 APPROVED: 0. BROWN <br />� <br />�' <br />FILE No. : <br />_ - <br />- - MILLIMETERS <br />—� Signal Pole Type 1 -A <br />#4x3'-6", Tot 3 <br />I <br />a) II II rn <br /># 4 - <br />II <br />#4 <br />N_ 8,-0„ <br />#6 Tot 8 <br />2'-0" <br />SECTION C—C <br />1/2" = 1'--0' <br />DATE <br />09-29-16 <br />PECOM <br />09-29-16 <br />AECOM Technical Services, Inc <br />09 <br />—29 —1 <br />6 <br />2020 L Street, Suite 300 <br />Sacramento, CA 95811 <br />09 <br />—29 --1 <br />6 <br />T 916.414.5800 F 916A14.1557 <br />Conc <br />Pedestal <br />rn <br />#4 - I Tot 3— <br />Signal Pole Type 1 -A <br />Conc BarrierM11-62- RSP <br />Type 80SW - <br />-#4x3'-6", Tot 3 <br />8'-0" <br />1 -#6 ��� Top & Bottom <br />r � <br />' II II <br />I II II <br />N # 4 <br />,,Tot 3 <br />rES7B Anchor ---Edge of slab <br />� A-1 Bolt, Ty @ Span 25 <br />RSP SECTION D—D <br />1/2" = 1'-0' <br />(CONCRETE BARRIER TYPE 80SW) <br />Signal Pole Type 1 -A <br />---Conc Barrier 11-60 RSP <br />Conc II Type 80 - <br />Pedestal --- \ -�- <br />--#4x3'-6", Tot 3 <br /># 4- I Tot 3---� I 8,- 0 <br />#6 ("_ Top & Bottom <br />- II I II <br />ll Ir� <br /># 4 0 II II <br />N Tot 3 <br />�ES-7B Anchor Edge of slab <br />�A_1 Bolt, Typ @ Span 25 <br />RSP SECTION E—E <br />1 /2" = 1'-0' <br />(CONCRETE BARRIER TYPE 80) <br />SAN JOAQUIN COUNTY PUBLIC WORKS <br />� Fy <br />McHENRY 1 c <br />ORIN A. BROWN m <br />No C48859 r <br />�c Exp.09-30-18 } <br />McHENRY AVE BRIDGE OVER STANISLAUS RIVER (REPLACE) sT CIVIL <br />qTF OF CAS\Fo�� <br />MISCELLANEOUS DETAILS <br />DRAWING <br />S-142 <br />O F" <br />S-153 <br />SHEET <br />1460F176` <br />