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<br />,. (SEE STRUCTURE PLANS) R 17+41.26, 58.47 LT M 44+91.36, 44.03 LT 0
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<br />•O -7Q�2 SEE SHEET DU-8 1 . SEE SHEET T-2 FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS.
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<br />i 4, 2. FOR DRAINAGE PROFILES, SEE DRAWING DP
<br />END BIOFILTRATION SWALE G �� •
<br />G McHENRY AVENUE
<br />FL=78.5 ry.:,h ; ' ;. 3. SEE CALTRANS STANDARD PLAN D75A FOR INLET DETAILS. NO APRON REQUIRED.
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<br />. SEE DRAINAGE DETAILS, DWG DD 1. LOCATE CONCRETE GUTTER
<br />SEE DRAINAGE DETAILS, DWG DD-1 COLUMNS. SEE STRUCTURE PLANS FOR STONE COLUMN DETAILS.
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<br />- LIMITS OF GROUND IMPROVEMENTS, TYP.
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<br />TION BY DATE SCALE PREPARED BY DATE P QY. 1. N SAN JOAQUIN COUNTY PUBLIC WORKS Q�p ESS/
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<br />HORIZONTAL: 1 "=40' F. DeMARCO 09-29-16 •'
<br />1, , DRAWN: �- � '? McHENRY AVE CORRIDOR IMPROVEMENTSc� '
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<br />-� ;' RASHO J. GIBBON '; 2
<br />VERTICAL: 1 -8 n: '{
<br />0 1 z DESIGNED: R. GIBSON 09-29-16 TECHNICAL SERVICES, INC. �; ` : ` :.E Po os70999
<br />I I I I CHECKED: K. OAKS 09-29-16 2020 L STREET, SUITE 300 ' DRAINAGE/UTILITY PLAN AND PROFILE * •••..�����:.:
<br />INCHES SACRAMENTO, CA 95811 , f •.••••
<br />o io zo so as so APPROVED: T. BARNARD 09-29-16 T 916.414.5800 F 916.414.1557 c�q -� N �� "M" STA 39+50 TO STA 50+50 glFof cAUEo�Ls
<br />- - MILLIMETERS
<br />110
<br />120
<br />110
<br />100
<br />DRAWING
<br />DU-2
<br />OF
<br />DU-9
<br />SHEET
<br />40 OF 176
<br />(REVISED)
<br />FILE NO.
<br />
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