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<br />DATE
<br />SCALE
<br />PREPARED BY
<br />/701h
<br />I
<br />HORIZONTAL, 1 40'
<br />DRAWN: F.
<br />DeMARCO
<br />VERTICAL: 1
<br />DESIGNED: R.
<br />GIBSON
<br />2
<br />CHECKED. K_
<br />OAKS
<br />INCHES
<br />0 10 20 30 40 50
<br />APPROVED: T.
<br />BARNARD
<br />MILLIMETERS
<br />DATE
<br />09--29-16
<br />09-29-16 TECHNICAL SERVICES, INC.
<br />09-29-16 2020 L STREET, SUITE 300
<br />SACRAMENTO, CA 95811
<br />09-29-16 T 916.414.5800 F 916A14.1557
<br />FILE NO.
<br />X —
<br />McHENRY Ave BRIDGE,
<br />SEE STRUCTURE PLANS,
<br />DWG. S-101 To S,7153
<br />1. SEE SHEET T-2 FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS.-`
<br />",,FRONI'THE CENTERLINE, DIMENSIONS / OFFSETS AND ELEVATIONS ARE MEASURED
<br />\-'\--,If-/TO THE EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED.
<br />X >
<br />3. FOR ACCURATE RIGHT OF WAY AND ACCESSbATA, SEE COUNTY OFFICE.
<br />4. FOR SAWCVT AND ROADWAY DEMOLITION INFORMATION, SEE DEMOLITION PLANS.
<br />.5. SEE CONSTRUCTION DETAILS, OWG. CD-05 FOR DIKE TRANSITION.
<br />-.0w 11 ww
<br />SAN JOAQUIN COUNTY PUBLIC WORKS
<br />39+00
<br />McHENRY AVE CORRIDOR IMPROVEMENTS
<br />PLAN AND PROFILE
<br />"W" STA 29+00 TO STA 39+50
<br />U-)
<br />Cr) 04
<br />to I
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<br />< CL
<br />V) F
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<br />VAIIII'l-I <e,
<br />• %
<br />No, C70999
<br />,AI Fxp. 06-30-17
<br />% 4p,
<br />C I V
<br />0007 -CI-t-\*
<br />120
<br />110
<br />i
<br />m
<br />m
<br />70
<br />DRAWING
<br />PP-1
<br />OF
<br />PP-9
<br />SHEET
<br />20 OF176
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<br />
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