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j <br />E <br />0 <br />6� <br />0 <br />CN <br />(0� <br />0-4 <br />V) <br />6 <br />E <br />Cd <br />60* <br />Wingwall 3 <br />it 2:1 <br />Exist Top of <br />Slope Taper slope to <br />match Exist TV[) <br />LI11',ILS 01 <br />U <br />n <br />Q) <br />U CD C <br />4­10 I 1 0 <br />0 — or) <br />Toe of RSP Slope <br />(match Exist), Typ <br />PLAN <br />Exist Top of <br />slope <br />Culvert <br />Canal Cable Railing, RSP rB1 1-_47� <br />1/4 Ton RSP, k_.j LL <br />M e t h o d B, Typ <br />A 10" -1k <br />Nose 2 <br />P Fabric <br />Z3 (Class 10), Typ <br />X <br />0 <br />M <br />� __ - --, r T_ <br />'"ram -I <br />�B_J <br />jp- E L E V A T � 0 N <br />1 $$ = 5' <br />00 <br />C1.4 <br />CN <br />NOTE: <br />THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD <br />0 <br />DIMENSIONS BEFORE <br />ORDERING OR FABRICATING ANY MATERIAL. <br />4 <br />SURVEY <br />REVISION DESCRIPTION <br />0 <br />DATUM: <br />C- <br />5 <br />c- <br />c <br />0- <br />0 <br />0 <br />> <br />V) <br />O <br />0 <br />FILE No, <br />BY DATE SCALE PREPARED BY <br />HORIZONTAL: DRAWN: H. SULLIVAN <br />VERTICAL: DESIGNED: N. CALDERONE <br />0 1 2 <br />1 I <br />INC I INCHES 1 1 CHECKED: A. SELLADURAI <br />0 10 20 30 40 50 APPROVED: 0. BROWN <br />I I I I I i <br />MILLIMETERS <br />Cable Railing, RSP (13 11 D-47 <br />FG <br />1/4 Ton RSP, <br />Method B <br />RSP Fabric <br />(Class 10)---' <br />Cast —in —Place <br />20'-0" (Measured along WW3 LOL) <br />Design "H" = 13' <br />Cut—off Wall <br />Precast <br />Cable Railing, RSP B1 1-47 <br />Top of Wall <br />Top of Parapet <br />pet <br />Elev 119.5 <br />Canal Invert & <br />Top of Cut—off Wo <br />Elev 109.0 <br />NO CHANGES <br />*H" Ave ConOw h ipavmw Prood <br />050 ACOWAd <br />AS -BUILT <br />R"Oftt En~ - M&Ado RWM, RE <br />Struchn PAPvwftdw - D" Franco, P.E. <br />Rev*iorway June ni <br />DATE <br />09-29-16 <br />ACOM <br />09-29-16 <br />AECOM Technical Services, Inc <br />09-29-16 <br />2020 L Street, Suite 300 <br />Sacramento, CA 95811 <br />09-29-16 <br />T 916.414.5800 F 916.414.1557 <br />00'000�a A, <br />�� _/F 6 � -R� <br />3'_0" <br />Apron <br />co, <br />WI NWT 3 ELEVATION <br />, ,r = 5' <br />Precast <br />Top of Wall = <br />Top of Parapet <br />Elev 119.5 <br />Canal Invert & <br />Top of Cut—off Wall <br />Elev 109.0 <br />Footing Key <br />Cast —in —Place <br />27'-0" (Measured along WW4 LOL) <br />Design "H" = 13' <br />-.0 <br />Apron <br />36— 1 <br />Cut—off Wall <br />WINGWALL 4 ELEVATj0N <br />5' <br />NOTES: <br />1 For Wingwall dimensions, details and <br />reinforcement not shown, see Standard Plan <br />Sheet D84. <br />2. For sections A —A, B—B, and C—C, see <br />"CULVERT INLET AND OUTLET DETAIL-S" sheet. <br />SAN JOAQUIN COUNTY PUBLIC WORKS <br />go- <br />FG <br />1/4 Ton RSP, <br />Method B <br />RSP Fabric <br />(Class 10) <br />Footing Key <br />ORIN A. sRowN <br />rn <br />McHENRY AVE CORRIDOR IMPROVEMENTS W N o. C48859 <br />Exp. 01-1 18 <br />McHENRY AVE BRIDGE OVER SSJID MAIN CANAL (REPLACE) CIVIL <br />Or C'L\VQ <br />CULVERT <br />, OUTLET LAYOUT <br />DRAWING <br />S-308 <br />OF <br />S-313 <br />SHEET <br />171oFrI76 <br />