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E <br />r <br />i <br />SUBMITTAL 55 RESPONSE - ATTACHMENT 2 <br />& 4 Bent & 4 Bent ? Z <br />� � Column <br />Bent 13 j 71 ZS 1701 ? Left EOD Bent 13 7/M/ zo I <br />Concrete barrier <br />and rail <br />Top of <br />NPS 6 drain pipe <br />8"0 Drain pipe <br />7'-5 3/4" <br />Deck drain <br />Type D-1 (Mod)* <br />- Deck Slab Reinf <br />not shown <br />DECK DRAIN <br />BENT 1 THRU BENT 22 (LEFT) <br />11210 1 '-Opp <br />* For details not shown see (67-6 <br />-1.38% <br />8" 0 Main drain pipe <br />10'-0" Min <br />See "Note 4" <br />�I <br />II <br />II <br />II <br />P� <br />Pipe Support, Typ <br />See "Note 4" <br />DRAIN PIPE ELEVATION <br />1 /2" - 1 '-0" <br />(Left side shown, Right side similar) <br />Concrete barrier and rail <br />Deck drain, <br />Type D-1 (Mod)* r-Deck <br />Slab Reinf pip( <br />not shown <br />I <br />?% Min J <br />V <br />I <br />I I <br />Sidewalk I Column <br />Deck drain <br />I ( I I ) ( <br />Ili�1� <br />I I <br />I I I 80 Main drai <br />I I <br />I I <br />I I A <br />I I <br />i <br />DRAIN PIPE PLAN <br />BENT 4 & BENT 13 <br />3/8," = 1 1 0" <br />(Left side shown, right side similar) <br />McHenry Ave Corridor Improvement Project <br />AS -BUILT <br />Resident Engineer - Mauricio Rivera, P.E. <br />Structure Representative - David Franco, P.E. <br />Revisions By - — 9/28/2021 <br />Nook around slab Reinf <br />NOTES: <br />v Z/10' <br />See Note 5 <br />Attach pipe to column With <br />" X lYz" strap brackets and <br />2---/�" metal exp anchors at <br />6'-0" Max OC. See "Note 4" <br />e <br />SECTION A --A <br />3/811 11-alf <br />(Left side shown, right side similar) <br />J <br />f <br />r Approx I- G <br />i <br />1. All pipe bends shall be smooth with a 1'-6" Min radius or as shown. <br />2. For all general notes, pipe alignment, sleeve connection and details not <br />shown, see t87 <br />6 <br />3. Drainage pipe supports shall be placed at 10'-0" Max OC. Minimum of two <br />supports required per span. <br />4. The contractor may fabricate or purchase pipe support and/or brackets as <br />approved by the engineer. Pipe supports and brackets shall be capable of <br />supporting drainage pipe loads. <br />5. Weld all joints in vertically hung drainage pipe. <br />c j DRAINAGE PIPE SUPPORT (DECK SLAB) <br />col - 7 (ZslZon r&vts-r d 5 wf <br />NOTE: <br />o TI iE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD BENT 1 THRU BENT 22 �� •„�. <br />DIMENSIONS BEFORE ORDERING OR FA°gK �, <br />FABRICATING ANY MATERIAL. No Scale <br />r <br />SURVEY REVISION DESCRIPTION BY '— DATE SCALE PREPARED BY DATE Q S AN J O AQU I N COUNTY PUBLIC WORKS DRAWING <br />� LN <br />o DATUM: � <br />HORIZONTAL: DRAWN: H. SULLIVAN 09-29-16 S-143 <br />PECOM <br />A. BROV01 <br />VERTICAL: DESIGNED: N. CALDERONE 09-29-16Cr 0 N -� W No �y o� <br />McHENRY AVE CORRIDOR IMPROVEMENTS <br />o .> I 0 1 2 AECOM Technical Services, Inc. a — A <br />a = 2020 L Street, Suite 300 Exp. �--�-tis * S-153 <br />-D I I r I I I CHECKED: J. FREKING 09-29-16 • <br />INCHES Sacramento,00 F 11 McHENRY AVE BRIDGE OVER STANISLAUS RIVER (REPLACE) �f,, CIVIL ,��� <br />v 0 t0 20 30 40 50 0. BROWN 09-29-16 T 916.414.5800 F 916.414.1557 �, ,� For CA`\�a� SHEET <br />•— I APPROVED: �'� R .N CIF 1 76 <br />FILE No. : e I I I I I "F o DECK DRAINAGE DETAILS — SPANS 1-21 147 <br />— — — ci: of NIWNETERS <br />'--- NPS 6 drain pipe <br />-- 8% Drain pipe <br />6'-3"' <br />DECK DRAIN <br />BENT 1 THRU BENT 22 (RIGHT) <br />1 /2" = 1 ' -0" <br />* For details not shown see (67-6 <br />Provide lock washer <br />at both sides -- <br />Drain pipe <br />S/ 8" 0 Cont threaded rod <br />M in 2'-0" X 1 3/4" <br />5/8"0 bolt <br />t 3/ 16" X 13/4" <br />