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<br />j I, f FRON.�'AGE CONFORM#': x ,
<br />5 CONFORM TAPER, L=50
<br />- CONFORM TO exist - ,:. SSE SEGTI ''�A—A 4 I
<br />MIN GRAVEL DRIVE"4IAY THIS HEET•; :.:3 " I
<br />EP X
<br />SAWCUT NOTES:
<br />3 N 1 q i R
<br />FG 2% — OG „... �--' ` ,, }` _ 1. SEE SHEET T-2 FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS.
<br />.—_ -_ .J -..— -....— �.. � f "�'� � I f !'•n f
<br />r r 11
<br />i'rrx. d
<br />I Ig' I ` 12. FROM THE CENTERLINE DIMENSIONS / OFFSETS AND ELEVATIONS ARE MEASURED
<br />20:1 OR FLATTER € F EE # 3
<br />SHOULDER BACKING
<br />0.65' HMA (TYPE B)
<br />0.80 CLASS 2 AB
<br />FRONTAGE CONFORM
<br />SECTION A -A
<br />� . m-
<br />` LL
<br />PLAN
<br />McHENRY AVENUE
<br />HORIZONTAL.: 1 "=40'
<br />DRAWN:
<br />F.
<br />DeMARCO
<br />VERTICAL:
<br />DESIGNED:
<br />R.
<br />GIBSON
<br />0 2
<br />I 1
<br />CHECKED:
<br />K•
<br />OAKS
<br />INCHES
<br />a i0 20 30
<br />APPROVED:
<br />T.
<br />BARNARD
<br />40 i
<br />-- — — MILLfMETE S
<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 916.414.1557
<br />C
<br />TO THE EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED.
<br />3. FOR ACCURATE RIGHT OF WAY AND ACCESS DATA, SEE COUNTY OFFICE.
<br />4. FOR SAWCUT AND ROADWAY DEMOLITION INFORMATION, SEE DEMOLITION PLANS.
<br />McHENRY AVE CORRIDOR IMPROVEMENTS
<br />PLAN AND PROFILE
<br />"M" STA 81+50 TO STA 91+21.68
<br />�v •.- t j /s. � qr.� V�
<br />FiA J. I 2
<br />c� -n
<br />No. C70999 t�
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<br />•' • 06--30-17 •:
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<br />PP-9
<br />SHEET
<br />25 0F176
<br />AIR 41,41L0a
<br />
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