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J <br />Ca <br />00 <br />C6 <br />CD <br />0 <br />N <br />00 <br />N <br />Q. <br />Cn <br />Q) <br />d <br />291 <br />00 <br />N NOTE: <br />19 0 �� Easement <br />R/W <br />~S <br />@ 6' 1 @�0 <br />y — 98'-1011 <br />9 �\ \ <br />�, `- C3_p g p a n n <br />\ ` <br />OG X� <br />\ IC @6', <br />Temporary Railing-4'-10", 1 <br />(Type K), TyP—_mil 7$_3'-10" c�\ �� S1 <br />119.0 -----L�- -._ _ <br />I/ \ <br />- — — — — — — — — — -------- o cu <br />TC E <br />0 \ \� <br />\ .0 <br />P L� ,�0 Canal =� <br />/ \ Culvert <br />PC Box Culvert \ \ <br />o <br />o <br />0 90 <br />0 <br />STAGE 2 PAN <br />1" = 20' <br />- <br />"M" Line <br />To Modesto <br />To Escalon <br />_ <br />74+00 <br />A A9.0 <br />118.0 <br />117.0 <br />J', /,> 9 <br />0 \ <br />"M" Line <br />Crown „ <br />2'-0" Barrier 2'-0" Barrier <br />6'-01� 27'-0„ 24,-0„ <br />M d N <br />Stage 2 <br />Construction <br />Geotextile Fabric J <br />External Sealing <br />Band, See Note 2 <br />2'-0" <br />Stage 2 Traffic <br />Minimum <br />Edge Dist _Temporary Railing <br />(Type K) <br />(End of PC Box Segment PC Box---, <br />Stage 1 (Tongue End), <br />See Note 1 <br />DEVIL 1 <br />3/4"=1'-0" <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 />End Stage 2 PC Box Culvert = = t = _ = easure Urinal to Ivl Line <br />—Conc Barrier See "DETAIL 1" Stage 2 Traffic <br />Type 80 (MOD) Cable Railing, <br />TO of PC p Elev 119.98' Typ <br />p 'Min Temporary <br />Box Culvert I Railing To of Flared <br />� FIG g p <br />(Type K) Wingwall <br />�LA <br />��� --- <br />--- -- <br />♦ i----------- <br />----- <br />----- ----------------------------------�- <br />--- — i I �I ---- ---- ----- --�— — — — — — ----------------------------------------- <br />I ;h: X x nn X X Xx Xx` X X X X x, "X X X X� X X X X X X X X X J v <br />fi I/ ICI I 1 Il <br />---- I it x Ix <br />Remove 7 <br />Exist Bridge <br />PC Box Culvert <br />� THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD <br />0 <br />DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. <br />/ <br />C SURVEY I REVISION DESCRIPTION <br />UDATUM: <br />+T � <br />C <br />0 — <br />U) <br />C <br />0 C <br />p FILE No. <br />I <br />_ A REVISE SEGMENTS - SUBMITTAL 82 <br />0 <br />0 REVISE FOUNDATION LAYER - CCO 1 <br />BY <br />I <br />t — Begin Stage 2 PC <br />Box Culvert <br />STAGE 2 SECTION A --A <br />1 " = 10' <br />DATE SCALE PREPARED BY <br />HORIZONTAL: DRAWN: H. SULLIVAN <br />VERTICAL: DESIGNED: N. CALDERONE <br />1 I I I I CHECKED: A. SELLADURAI <br />INCHES <br />0 10 20 30 40 50 APPROVED: 0. BROWN <br />1 I I I I <br />MILLIMETERS <br />DATE <br />09-29-16 fi0com <br />09-29-16 <br />AECOM Technical Services, Inc. <br />09-29-1 6 2020 L Street, Suite 300 <br />Sacramento, CA 95811 <br />09-29-16 T 916.414.5800 F 916.414 1557 <br />.O <br />vn: <br />8" Asphalt <br />Varies, Class <br />2 Agg Base <br />NOTES: <br />1. For PC Box Joint Details, see "PRECAST <br />REINFORCED CONCRETE BOX CULVERT" <br />Sheet. <br />2. For External Sealing Band Details, see <br />"PRECAST REINFORCED CONCRETE BOX <br />CULVERT" Sheet. <br />3. For TICE limits, see "ROAD PLANS" sheet. <br />LEGEND: <br />n c` o m n a c t e d Native Soil <br />(90% Relative Compucticn) <br />Liass 2 /-\yy1 eyutc oases <br />Stage 2 Construction <br />18" 3-sack Sand Slurry <br />SAN JOAQU I N COUNTY P(J e! I C Wr.JR►<S DRAWING <br />F <br />S— 304 <br />crn W ORIN A. BROWN O F' <br />No C48859 ;0 <br />ExP. 09-30-18 S — 31 3 <br />McHENRY AVE BRIDGE OVER SSJID MAIN CANAL_ (REPLACE) s�`VIL <br />'4l �� SHEET <br />F OF <br />STAGE 2 CONSTRUCTION PLAN 1670F176 <br />