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Exist East <br />River Road 12'-6" "R" Line <br />ff_ <br />-Exist Chain Link Fence 5'-0" 24'-0" 24'-0" 1 5'-0" <br />Shld Exist Exist Chain Shld <br />, „ MBGR Link Fence <br />Exist Grade 4 -0 �; 12 -0 f 12 -0 4 -0 f "t.Conc Barrier <br />Exist Exist Lane Exist Lane Exist (Type 80A) <br />_ <br />Shld Shld +I <br />O �- 24 0 CIDH Pile <br />I I <br />- - -- Exist Flume <br />- - — - - - i — ---- ------------------ ----�- I-,--t -- <br />Datum Elev 100.00 <br />I III II <br />I I <br />�- <br />- - - =-� To <br />er <br />- Exist <br />Exist 8'x5' Double �- - - - Invert Elev 108.15'f .� Grade <br />Box Culvert <br />( e) Note3 Channel, <br />Invert Elev 107.92' f <br />Exist Headwall Ftg <br />LONGITUDINAL SECTION A- <br />1" - 5' <br />Exist 8'x5' Double Box Culvert - <br />Box Culvert Extension <br />31'-2" <br />2'-0" 13'-7" 13'-7" 2'-0" <br />^I <br />I� <br />c0 o <br />0 I <br />> <br />00 LC) <br />I. <br />Elev 104.15f <br />0 <br />00 * Match Exist Cross Slope. <br />r <br />SECTION 13-13 <br />Exist 8'x5' Double Box Culvert — <br />Box Culvert Extension <br />Varies, Typ __ Conc Barrier not <br />shown for clarity <br />— -Exist MBGR <br />(to be removed) <br />------------------------------- _ _-- _—_------i <br />r--------_ I <br />I <br />Q F I F + I I I <br />> o <br />CDCa- a) <br />I I I <br />� B C I -Conc Barrier of <br />I � I I I I <br />%--R/W w Mo = r I — sZhown, clarity I I I <br />o o _-1 L--------- <br />® I —CN <br />06 I w 1 + ` <br />0 _ _' _ I - 3f 0„ 8' 2 1 /2" 7,-0„ <br />��\ \ �-24" CIDH <br />J <br />I & Varies <br />Piling, Ty p <br />- O SECTION D-D <br />R 16 + 18.40 f , 1 1.8 f R t - 1/4 — 1 — 0 <br />Elev at FIG 1 16.2 f Y-��rYY� <br />® - I ACTUAL PILE CAP .F--- Box Culvert Extension = <br />Cf)I I o LOCATIONS Exist Flume <br />L 24"0 CIDH Pile <br />- - - - - - - - --- - - - - <br />c� I Varies I '-" and Anchor Block, <br />26 <br />- Ty P <br />Min <br />o <br />Ld <br />X I <br />Exist Flume <br />Cn <br />_ I Exist Double Box Culvert I E / I <br />Box Culvert ExtensionCn <br />% <br />0 L — -- �/------------------ NOTEse I C10 <br />Q � I <br />U If 1. For section C-C" <br />,f , see RCB CULVERT <br />I O I u EXTENSION DETAILS NO. 1" sheet. <br />= + - - _� B C �- - - - - - - --'�� �-- 2 4 "0 CIDH <br />CO 2. For section "F-F", see "RCB CULVERT and Varies <br />I <br />LAN , `D J EXTENSION DETAILS NO. 2" sheet. <br />MGS, see SECTION E - E <br />NOTE: „ -- <br />d- THE CONTRACTOR SHAL , VERIFY ALL CONTROLLING FIELD I f, , ROAD PLANS 1/4" = 1'-0" <br />0 4 1 = 5 3. For removal details, see LIMITS OF <br />C) DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. REMOVAL" sheet. <br />i <br />SURVEY REVISION I DESCRIPTION BY DATE SCALE PREPARED BY DATE tl tjj� SAN JOAQUIN COUNTY PUBLIC WORKS <br />o DATUM: <br />0 McHenry Ave Corridor Improvernent Project HORIZONTAL. H. SULLIVAN 09-29-16 AECOM � G e``� <br />DRAWN: 2• tI y Fy <br />VERTICAL: TI CAL: -^ <br />GRIN A. BROWN z <br />0 0 AS -BUILT DESIGNED: J. FREKING 09-29-16 �; - /� McHENRY UJ m <br />0 e> 0 t 2 AECOM Technical Services, Inc. ;' : W No C48859 <br />Resident Engineer - Mauricio Rivera, P.E. I I I I I CHECKED: A. SELLADURAI 09-29-16 Sacramento, <br />L Street, Suite 300 '. * Exp. 09-30-18 <br />co INCHES Sacramento, CA95811 E. RIVER RD CULVERT EXTENSION AT SSJID ESCALON SPILLWAY s� CIVIL <br />C_ — Structure Representative - David Franco, P.E. _ _ T 916.414.5800 F 916.414 1557 �, , ®�' "TF _- <br />cn E 0 10 20 30 40 50 APPROVED: 0. BROWN 09 29 16 �.• —,= �P of c��� <br />--- Revisions By _� 9/28/2021 I I 1 1 1 1 , F o R GENERAL PLAN <br />0 FILE No. ; MILLIMETERS <br />DRAWING <br />S-201 <br />OF <br />S- 206 <br />SHEET <br />158oF176 <br />