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E <br />0 <br />N <br />CN <br />r-i <br />CD <br />0 <br />43 <br />E <br />CD <br />M <br />L_ <br />Q) <br />CU <br />C_ <br />U <br />Ln <br />0 <br />Ile <br />N <br />CURVE DATA TABLE (EOD) <br />ID R A L <br />B 48-25" 15008'2511 6.41 1 2.75' <br />D 5 3.2 5 " 13) 41 '50'' 6. A 0' 12.731 <br />SCOUR DATA TABLE <br />SUPPORT LONG TERM (Degradation and SHORT TERM (Local) <br />Contraction) SCOUR ELEVATION (ft) SCOUR DEPTH (ft) <br />23 NA/NA 7 <br />24 NA/NA 7 <br />25 NA/NA 7 <br />NOTE: <br />THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD <br />DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. <br />SURVEY REVISION DESCRIPTION BY DATE SCALE <br />DATUM: i;".f HORIZONTAL: <br />10e4 L- t I <br />A/e -c- 4.4.* 1 1:11AAN&% D Fit,! VERTICAL: <br />all 44r.ik. r 1 0 <br />� C> g I I <br />INCHES <br />A <br />0 10 20 30 40 <br />FILE No. MILLIMETERS <br />PLAN <br />1" = 20' <br />Column — <br />Pile <br />Column <br />OG <br />/% Pile Cut—off <br />Elevation <br />PREPARED BY <br />DRAWN: H. SULLIVAN <br />DESIGNED: J. FREKING <br />2 <br />1 CHECKED: N_ CALDERONE <br />5 1 0 APaRCVED: 0. BROWN <br />* Measured <br />from face <br />of column <br />DATE <br />Column — <br />Pile <br />Column <br />C OG <br />Pile Cut—off <br />Elevation <br />McHenry Ave Co *br Wnprwamwt pmjw <br />Date ACMPW <br />AS -BUILT <br />Resident Enowwr - Maudoo RN*m, P.E. <br />Struck" RW*@wft*A - DrM Franco. P.E. <br />Rw,W,,, By r- R- '- 1< %( e Jar IL 201 <br />PAY LIMITS FOR STRUCTURE <br />EXCAVATION AND BACKFILL <br />No Scale <br />09-29-16 AECOM <br />09-29-16 <br />AECOM Technical Services, Inc <br />09-29-16 2020 L Street, Suite 300 <br />Sacramento, CA 95811 <br />09-29-16 1-916414.5800 F916.414.1557 <br />T <br />Structure Excavation <br />(Bridge) <br />Structure Backfill <br />(Bridge) <br />LEGEND: <br />E=, — <br />Bottom of <br />footing elevation <br />0 — <br />72"0 CIDH <br />Piles <br />0 — <br />54"0 CIDH <br />Piles <br />0 — <br />24" Octagonal PC/PS Concrete Piles <br />— <br />Class 140 <br />Piles <br />— <br />Class 140 <br />Piles Battered 1:3 <br />— <br />3'0 Stone <br />Column (Stage 1 Const) <br />— <br />Exist Piles <br />0 — <br />3'0 Stone <br />Column (Stage 2 Const) <br />NOTES: <br />1. For pile layout see "ABUTMENT 26 LAYOUT" and <br />"ABUTMENT 26 FOOTING LAYOUT" sheets. <br />2. For Ground Improvement details, see "GROUND <br />IMPROVEMENT DETAILS" sheet. <br />SAN JOAQUIN COUNTY PUBLIC WORKS <br />McHENRY AVE CORRIDOR IMPROVEMENTS�� <br />McHENRY AVE BRIDGE OVER STANISLAUS RIVER (REPLACE) <br />FOUNDATION PLAN NO. 2 <br />ORIN A. BROWN <br />Na. CIM9 <br />*r',Exp. <br />lF CV V9L <br />DRAWING <br />S-113 <br />0 F_-_ <br />S-153 <br />SHEET <br />1 17OF11 76 <br />