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NOTES: <br />1 For 24" Octagonal PC/PS Piling details, see <br />"COLUMN & PILING DETAILS NO. I t" sheet. <br />It <br />M" Line --*-------Crown Line 2. For CIP Slab reinforcement, see as LAYOUT AND <br />SECTION NO. 1 — SPANS 1-3" sheet. <br />Pile, Typ -..,-----,,St(Dge 2 Construction 3'_—_0" Stage 1 Construction 3. For Distribution slab reinforcement, see "SLAB REINFORCEMENT DETAILS NO. 1" sheet. <br />LKj #5 Stirru-Closure Pour, " <br />ps <br />see Note 4 4. For Closure Pour details, see "SLAB REINFORCEMENT DETAILS NO. 1 sheet. <br />5. Stirrups to be placed perpendicular to and spaced along <br />of bent. <br />Bent 1 01 <br />J� I ` C\ <br />+ ----------- <br />Piles <br />5'— 4 <br />--Top of slab Bent <br />fDistribution <br />L _J COO, Main Slab Reirif Slab Reinf <br />E 0 D #8 #8 EOD see Note 2--, #8 Top Cap Reinf v see Note 3 <br />Bottom Reinforcement Top Reinforcement (Tot 8) <br />stirrups Z <br />PLAN #5 00 _ <br />1/419 = 11-011 <br />4'— 0 ", Ty p <br />#6 both sides <br />(Tot 2) 2 <br />rq7) <br />Main Slab Reinf <br />#8 Tot 6 J <br />NO CHANGES see Note 2 <br />Met" Ave CO"Ww broroftwW11 P 00d C o n s t Jt <br />0*0 <br />AS -BUILT Octagonal PC/PS pile, <br />Residat Eng~ - Maud= Rivera. P.E. see Note <br />Skuctwe Repromft" - David Franco, P E. <br />E <br />Clearance to bent <br />SECTION A -A slab Reinf <br />0 <br />0 <br />C114 5— 4 <br />06 <br />EOD I'M" Line -..*---Crown Line Top of slab Distribution <br />cu EOD <br />Cn — #8 Top Slab Reinf <br />Stage 2 Construction Stage 2 Construction Closure Stage 1 Construction Main Slab Reinf <br />4- see Note 3 <br />i13 see Note 2 Cap Reinf Bent E Pour <br />(Tot 8) <br />S S <br />all Note: Conc barrier A B Note: Conc barrier not <br />_0 and sidewalk not Top of slab shown for clarity. <br />6 <br />shown for clarity. <br />CIO <br />Z__7 <br />�_ Illflll <br />41 <br />—7— <br />7 <br />4) <br />M t..1 �;lll�il[ I <br />-2411 Octagonal <br />L_ <br />Qi <br />\U1 PC/PS Pile, <br />#5 B 4 Tot Typ #8 Tot 6\ <br />4'-6", #5 \[T stirrups Main Slab <br />Reinf see <br />Typ *@ 1210- ­141 @ 2 @ 12 @ 12 @ 12 @ 12 @ 12 @ 12 @ 12 @ 12— 19 <br />4'— 6 Typ Note 2 <br />@jm 12 <br />#6 both sides <br />#5 @ 12 --- <br />@ 12 @ 12 @ 12 @ 12 @ 12 @ 12 _@ 12 (Tot 2) <br />--..a --- <br />< Clearance to <br />A bent slab Reinf C: 4,-0", Typ <br />U SECTION 13-13 <br />:21 ELEVATION <br />00 <br />1/4-11 <br />NOTE: <br />o THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD <br />0 DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. <br />SURVEY REVISION DESCRIPTION BY DATE SCALE PREPARED BY DATE SAN JOAQUIN COUNTY PUBLIC WORKS DRAWING <br />0 DATUM: <br />6� <br />HORIZONTAL: DRAWN: H. SULLIVAN 09-29-16 S-120 <br />���M <br />VERTICAL: <br />ORIN A. BROWN <br />N. CALDERONE 09-29-16 M, OF <br />CT 0 DESIGNED: Uj M <br />0 0 1 2 AECOM Technical Services, Inc. McHENRY AVE CORRIDOR IMPROVEMENTS cc No C48859 ;D —153 <br />0 Z. ABAJIAN 09-29-1 6 2020 L Street, SLJite 300 09-30-18 <br />7) z CHECKED: * Exp. S <br />V) IN�HES Sacramento, CA 95811 •�! I '', <br />CIVIL <br />MdHENRY AVE BRIDGE OVER STANISLAUS RIVER (REPLACE) <br />A 0 10 20 30 40 50 APPROVED: 0. BROWN 09­29--16 T 916.414.5800 F 916.414.1557 or CAV 0 SHEET <br />Cn q) 1 1 1 1 1 4 124oFr176 <br />FILE No. TYPICAL SLAB BENT DETAILS <br />0 MILLIMETERS <br />