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SP6397 - SP6401
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SP6397 - SP6401
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Last modified
7/8/2024 12:12:36 PM
Creation date
8/16/2023 2:08:51 PM
Metadata
Fields
Template:
Small Plans - SP
Project
Wilson Way Improvements
Limits
500' north of the Stockton Diverting Canal
Year
2014
Project Engineer
L. Aguilar
Roads Worked
Wilson Wy.
Red Lines
Yes
Project #
220082
Federal #
HSIPL-5929(265)
Supplemental fields
Classification
Record Drawings
Cross Ref
SP6397 - SP6401
Type
Improvements
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-- - ----------------- <br />C I '.� � -F n � fTl t <br />a7 �.� O � rn� �.N <br />_ � Remove existing striping <br />from center turn—lane � <br />��o �� Const R=3o�, <br />-O <br />� � <br />f. _-;�,. <br />+ � �� �R-45 <br />c�ii c®o <br />+ � � W + see Sheet 5 of 5°._ � �� m -� n _ � m <br />rn <br />--—----- `B' --------- — <br />Remove existing striping <br />from center turn—lane <br />e� --— <br />�� . ,�� <br />®All existing striping (Detail 31) within the limits shown above, sha#I be removed with F II <br />�° payment considered as included in the Clearing and Grubbing item of work. ilil <br />*Maximum Payment Width for AC (Mise Areas), <br />unless authorized by Engineer. COn t <br />Existing <br />Surface <br />(TYP) <br />S <br />Limits of Clearing and Grubbing <br />(TYP) R=%a" (TYP) <br />1.5° 6„ <br />(TYP) (TYP) � (—Saw Cut (TYP) I 1.5" <br />Place ACJ <br />(Miscellaneous Areas) <br />8" Thick <br />6 f <br />(TYP) 1'-2" <br />I <br />�)-—- I <br />#4 rebar <br />See Sheet 5 of 5 <br />for further details <br />SECTION A—A <br />NQT TO SCALE <br />COUNTY OF SAN J�AQUIN <br />DRAWN BY DATE PR <br />JL,. ��nnJl�n D1/1 F ®n� <br />C h1St <br />-12'-6" <br />i <br />-11'-3" - <br />Place 0.5' <br />PCC Island <br />I; 2%� j 1 <br />.,,, „" ., ,,,, .Existing Roadway I „' ," <br />— -- -- -- - <br />#4 rebar spaced <br />18" X 18" on center <br />NOTE.• <br />1. Payment for both PPC Island and #4 rebar shdll be"co'nsidered <br />included under the Minor Concrete (Curb) item"`of work. <br />PLAN <br />SECTION B—B <br />NOT TO SCALE <br />WLSO'N WAY <br />( 500° north of the <br />■Refer to SJCo Std Drawing CW®C8 <br />(Type "6°' Vertical Curb) for additional <br />details. <br />.5" <br />.5" <br />David Mendota <br />Registered Civil Engineer <br />Sheet No. <br />3 of 5 <br />
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