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<br />BEGIN DRIVEWAY 3 >' I 1 pRiVEWAY 4, _. »
<br />x x x we 'EE Const DETAILS, DWG CD-4 jw.". ." N w.... j �,<M
<br />DRIVEWAY 3, i x ° :` _:z 1 i. N RANGES CL x`i. SEE SHEET T-2f FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS.
<br />m OC
<br />SIDE Const DETAILS, DWG CD-4`'` f.f MEASURED TO THE
<br />w'•� r%�,_ r r wl INS ARE EAS
<br />_. xa, x f ' f"" ,4, x I 2. FROM THE CENTERLINE:, Di(IS f OFFSETS AND ELEVATIONS
<br />«µ I _�' EDGE OF PAVEMENT, UNLESS:; IOT;IERWISE NOTED.
<br />x cr i Gas * m McHenry Ave CwrWw I nt Pam`•».,,..., / . ,. W x: i... "` f.. •„�'
<br />6 ! x I i �^ r ,.f- ...r.......M., x c Date�,r, -F ' �xi
<br />I / 3. FOR ACCURATE BIGHT OF ;QUAY AND ACCESS DATA, SEE COUNTY OFFICE.
<br />' .. LAI ,ASS -BUILT
<br />PN
<br />' Resident INFORMATION,
<br />N R Y AVENUE Ensue - M,vftp RIvKa, P.E. 4. FOR SAWCUT AND ROADWAY DEMOLITION INFORM , SEE DEMOLITION PLANS.
<br />MC E" � E Revisions 8y 9-R7P*JCC) June 8, 2021
<br />SURVEY
<br />A"I
<br />62+00
<br />REVISION DESCRIPTION
<br />63+00
<br />BY DATE
<br />64+00 65+00
<br />SCALE PREPARED BY
<br />HORIZONTAL: 111=40' DRAWN: F. BeMARCO
<br />VERTICAL: 1 "= 8' R. GIBSON
<br />DESIGNED:
<br />1 I I I 1 CHECKED: K. OAKS
<br />INCHES
<br />0 10 20 30 40 50 APPROVED: T. BARNARD
<br />I I I I I I
<br />MILOMETERS
<br />DATE
<br />09-29-16
<br />Amm%VM
<br />09-29-16
<br />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 916.414.1557
<br />FILE NO.
<br />67+00
<br />p. ..0
<br />68+00 69+00 70+00
<br />SAN JOAQUIN COUNTY PUBLIC WORKS
<br />McHENRY AVE CORRIDOR IMPROVEMENTS
<br />PLAN AND PROFILE
<br />"`IVI" STA 61 +50 TO STA 70+50
<br />R .�
<br />7 No. C70999
<br />Exp. 06-30-17
<br />11f�1�J
<br />M9J
<br />130
<br />120
<br />110
<br />100
<br />DRAWING
<br />PP-4
<br />OF
<br />PP-9
<br />SHEET
<br />23 OF176
<br />
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