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E <br />I_ <br />Nt <br />0 <br />I <br />0 <br />CV <br />c <br />N <br />a <br />Exist - <br />Bridge <br />Approx OG <br />00 <br />N NOTE: <br />,I�>0 - Easement <br />R/W <br />Sri i � <br />17 Canal = <br />C�� .0 �`� Culvert \ <br />i <br />poi R /W <br />Exist Bridge <br />1r90 L,119.0 <br />\ E Meyers Ave <br />\ To Modesto` \���+H 73+00 \ <br />`\ To Escalon � � - I ' P L <br />----T-- — — —_ — <br />119.6. \ �1 0� 10 @ 6 , a) <br />\ u Ll \ /� 5'-2" = 65 \ " <br />\ i \ <br />119.0 �° Exist Bridge <br />R W \ Stage 1 R/W <br />/ \ - a -\., •� \ <br />Uonstructlon �-� �� \ '\� <br />TC E �— NN, <br />+I <br />a) <br />o c <br />I <br />J <br />"M" Line <br />I <br />26'-0"± <br />Stage 1 Traffic <br />3'-5" f <br />13@6',1 @ `� <br />5'-211 83'-211 °\ N <br />STAGE 1 PLAN <br />1" = 20' <br />l- <br />"M" Line <br />I <br />I Beain Staae 1 Conc PC <br />1 <br />I <br />PC Boyd Culvert <br />End Stage 1 I <br />PC Box Culvert <br />5,-0„± 1 <br />I <br />Min See "DETAIL 1 Top of PC <br />I Box Culvert FG� <br />I <br />I <br />I <br />--------+------------------_ ---_ <br />X x x x x X k X x X X i� X -- X X 1-V <br />!'I) ri'l T1,11 I) <br />rixi <br />I <br />r1`i "It]-11 r Orixifi,10�1�rlxilri �111 <br />I <br />hCx1l'i�, I , F.._-IC lr CVli, <br />THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD <br />0 <br />CD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL.. <br />SURVEY REVISION DESCRIPTION <br />o DATUM: <br />U <br />p D C <br />O 0 <br />a > <br />O <br />cn <br />c <br />a <br />0 FILE No. _ <br />REVISE SEGMENTS - SUBMITTAL 82 <br />REVISE FOUNDATION LAYER - CCO 11 <br />STAGE 1 i SECTION A --A <br />1 " = 10' <br />BY DATE SCALE PREPARED BY <br />HORIZONTAL: DRAWN: H. SULLIVAN <br />VERTICAL: <br />DESIGNED: N. CALDERONE <br />DF 10/201 / 1 s I I I CHECKED: A. SELLADURAI <br />DF 11/2017 INCHEs <br />I 11 210 30 4I 510 APPROVED: 0. BROWN <br />MILLIMETERS <br />)le Yp <br />, Railing T B11-47'� <br />Top of Flared <br />Wingwall <br />Stage 2 <br />Construction <br />External Sealing <br />Band, See Note 2 <br />Stage 1 <br />Construction <br />5'-0" <br />Wrap Subgrade <br />Enhancement <br />Geotextile <br />Geotex-I <br />End of PC Box Fabric <br />Segment Stage 1 <br />(Tongue End), <br />See Note 1 <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 By9/28/2021 <br />CONSTRUCTION OBSERVATION: PERCHED GROUNDWATER UNDER <br />CLAY CAP JUST BENEATH SAND SLURRY LAYER <br />DATE <br />09-29-16 <br />�%Cwom <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 916A14.1557 <br />8" Asphalt <br />See <br />Class 2 Agg "Road Plans" <br />Base, Varies <br />PC Box <br />DETAIL 1 <br />3/4" - 1 <br />NOTES: <br />1. For PC Box Joint Details, see "PRECAST <br />REINFORCED CONCRETE BOX CULVERT" sheet. <br />2. For External Sealing Band Details, see "PRECAST <br />REINFORCED CONCRETE BOX CULVERT" sheet. <br />3. For Stage 2 Traffic, see "STAGE 2 CONSTRUCTION <br />PLAN" sheet. <br />4. For TCE limits, see "ROAD PLANS" sheet. <br />y . EGEN D: <br />Recorrlp„r:ted Native Soil <br />(90% Relative Compaction) <br />70—SS 2 Ayyl cyutC Bcse <br />Stage 1 Construction <br />18" 3-sack Sand Slurry <br />SAN JOAQUIN COUNTY PUBLIC WORKS <br />N1 HENRY AVE C R0 RIDOR IMPROVEMENTS —m GRIN AC-51. BROWN m <br />No. C48859 z <br />�c Exp.09-30-18 <br />McHENRY AVE BRIDGE OVER SSJID MAIN CANAL (REPLACE) sr CIVIL <br />9lF <br />STAGE 1 CONSTRUCTION PLAN <br />DRAWING <br />S- 303 <br />OF <br />S-313 <br />SHEET <br />11660F176 <br />