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0 <br />E <br />le- <br />0 <br />1 <br />0 <br />ery <br />0 <br />E <br />r^ <br />i <br />r <br />C <br />0 <br />s <br />Cp <br />2 <br />u <br />Z <br />•'_r DATUM: <br />s� <br />COnc BARRIER <br />(TYPE 80SW) <br />SEE BRIDGE <br />PLANS <br />65.16' Lt "M" 43+54.59 EC <br />FL 114.51' <br />84,72' Lt "M" 43+42.66 <br />END SW TO PAVEMENT TRANSITION <br />CONFORM TO PAVEMENT CROSS SLOPE <br />Elev 114.78' <br />f�. CONFORM AREA <br />� qo Qo.a°r <br />�f <br />CODQ 0 0 <br />Q 0 Q 1.2% <br />6 �I d <br />LANDING AREA <br />58.57_' Lt "M" 43+54.98 47.65' Lt "M" 43+53,86 <br />FL� 114.4 : —RAMP <br />6 FL 114. 42' <br />0°,5' AREA 4639' Lt "M", 43+53.68 PCC <br />— R=55' 1 <br />R-�8, <br />46.38' Lt "M" 43+53.58 BC <br />} I Beg SW TO PAVEMENT TRANSITION <br />FL 114, 41' <br />10, <br />McHENRY AVENUE <br />LIMIT OF TRANSITION <br />CONCRETE <br />RAMP LANDING <br />HMA/AB <br />CONFORM TO <br />PAVEMENT <br />CROSS SLOPE <br />DETECTABLE WARNING SURFACE <br />it <br />L 0.7' I <br />__T <br />TYPICAL SIDEWALK TO PAVEMENT TRANSITION DETAIL <br />NO SCALE <br />F <br />12.5'- <br />6' f <br />4' `` l <br />01.20i0, 0 6.5% <br />O _0° Q 1,2% 5 <br />i <br />-0. 5' <br />—RAMP AREA <br />17.00' Lt "M" 32+37.04 <br />FL 99.49' <br />LANDING AREA <br />17.00' Lt "M" 32+31.04 <br />Y <br />FL 99.42' <br />CONFORM AREA <br />17.00' Lt "M" 32+26.04 <br />Be SW TO PAVEMENT TRANSITION <br />CONFORM TO PAVEMENT CROSS SLOPE <br />FL 99.34' <br />"M" LINE <br />McHENRY AVENUE <br />17.00' Lt "M" 32+50,54 <br />END SW TO PAVEMENT TRANSITION <br />FL 99.65' <br />17.00' Lt "M" 32+49.54 <br />FL 99.64' <br />McHENRY AVENUE <br />SURVEY REVISION DESCRIPTION BY DATE SCALE PREPARED BY DATE <br />Al Revise sidewalk conform SL 06/18/19 IS 0 <br />1 <br />l� <br />t� <br />�i <br />f, <br />ffr <br />r` <br />CCO 027 Sheet 2 of 2 <br />NOTE (FOR THIS SHEET ONLY): <br />1. COMPLY WITH CALIFORNIA DEPARTMENT <br />OF TRANSPORTATION DESIGN <br />INFORMATION BULLETIN (DIB) 82-06 <br />FOR PEDESTRIAN ACCESSIBILITY <br />HIGHWAY PROJECTS. NOTIFY THE <br />ENGINEER OF ANY DEVIATIONS FROM <br />THIS BULLETIN IMMEDIATELY. <br />LEGEND (FOR THIS SHEET ONLY): <br />)000 <br />DETECTABLE WARNING SURFACE <br />McHenry Ave Corridor Improvement Project <br />AS -BUILT <br />Resident Engineer - Mauricio Rivera, P.E. <br />Revisions By 9/28/2021 <br />CONTRACT CHANGE ORDER 027 <br />NOTES - Add sidewalk transitions as shown <br />at each end of the McHenry Ave Bridge. See <br />revised Standard Specifications section 73-3 <br />and Standard Plan RSP A88A for details not <br />shown. <br />SAN JOAQUIN COUNTY PUBLIC WORKS <br />HORIZONTAL: r . WONG 06-18-19 <br />Move Detectable Warning Surface MA/DF 07/16/19 �' DRAWN: <br />VERTICAL: N/A <br />IMPROVEMENTS <br />S. LAM 06--18-19 _ �,� :-< .._ AVE <br />�D DESI NE � • <br />TECHNICAL SERVICES INC (� , <br />4_J 81 <br />�-L C n <br />FILE No. <br />a <br />> \ +nniclni ►e rnl In+v\ RnSn i7Q7 (�rnwq I nnriinn\ Qnn rAn\ n1 Wnrk inn\ (�PnnrrP <br />• ? , ,I. <br />I i I I I C. PONCE� 06-18-19 2020 L STREET, SUITE 300 �'_ � I _`'.,�.�; <br />IMHES CHECKED:sACRAM ENTO, CA 95811 C C) N S T R U C T I O N DETAILS <br />a io ro an ao 50 T. BARNARD 06-18-19 T 916.414.5800 F 916.414.1557 <br />c r RIVER ROAD DRIVEWAY CONFORM DETAIL <br />I I I I I APPROVED: �. � <br />-- -- - NILIMETERS <br />FILE NO. <br />NEW SHEETAi <br />DRAWING <br />f•�Rp <br />\\ <br />' <br />CD-9 <br />OF <br />No. C70994 <br />y :.,ExP. 06-30-19 �: * <br />7� ,''• <br />CD-7 <br />CW\- ••' <br />lEDFC�l1E��y� <br />SHEET <br />XX or176 <br />