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<br />i g FILE No.
<br />a9
<br />"R" 5+85.42 EP, 17.00'f LT
<br />CONFORM TO Exist
<br />"R" 5+85.42
<br />BEGIN CONSTRUCTION
<br />CONFORM TO Exist
<br />POB "R" 5+50.00
<br />BEGIN ALIGNMENT
<br />N 209382.166
<br />E 6417244.347
<br />"R" 5+85.42 EP, 17.00'f RT
<br />CONFORM TO Exist
<br />CONFORM TAPER, L=50'
<br />CURVE DATA
<br />No.
<br />R
<br />A
<br />T
<br />L
<br />1710.00'
<br />26°51'38"
<br />408.34'
<br />801.66'
<br />1768.32'
<br />03.22'57"
<br />52.21'
<br />104.39'
<br />O3
<br />1693.00'
<br />15.00'28"
<br />223.00'
<br />443.45'
<br />4,
<br />1768.00'
<br />06.32'37"
<br />101.07'
<br />201.92'
<br />O
<br />1706.88'
<br />01.31'59"
<br />2.2.83'
<br />45.67'
<br />®
<br />1754.41'
<br />11.17'23"
<br />173.41'
<br />345.70'
<br />R/W
<br />l:
<br />� 1181 42 ,.0 7,,7+ 00 _
<br />�\
<br />YL
<br />S5 \D C,ANAN-
<br />'IN54.16'03"E, 98.45'
<br />"R" 15+ 12.02 EP, EC, 29.00' LT
<br />CONFORM TO Exi
<br />"R" 14+16.71 EP, 26.50' LT ✓�
<br />"R" 10+62.67 E'PC, 17.00' LT Beg HMA DIKE (TYPE E) R� .G '
<br />»R as 10
<br />3
<br />CONFORM TO xis ~ +
<br />Ln C - 0 HMA DIKE
<br />— — — — — — — — o R -- 7 v;DRIVEWAY (TYPE E)
<br />9+00 L---------------- �2+00 _ — — 5
<br />»RasLINE �g�--
<br />I arR�IY►t'F r� ��
<br />BC 7+10.42 I 6 4 ._.- _ — ' c3� 1
<br />2 L _ C — I • —
<br />- _ �I Q
<br />R,w as a f. -
<br />►Y ,i► " �w1T/ // 0
<br />R 10+62.69 EP, BC, 17.00 RT
<br />.� RELOCATE MAILBOX��%/
<br />--- _ (4 TOTAL)
<br />» R" 11 +66.03 EP, EC, BC, 17.77' RT � ,
<br />"R" 14+50.00, 43.00' RT
<br />NOTES: ANGLE POINT R 13+64.62 EP, EC, BC, 31.65 RT BEGIN BARB WIRE FENCE
<br />l A I T
<br />1. SEE SHEET T-2 FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS. 1DRIVEWAY 1,.- �08.13 EC,, "R" 15+37.50 33.14' RT
<br />CR LE POINT
<br />2. FROM THE CENTERLINE, DIMENSIONS / OFFSETS AND ELEVATIONS ARE MEASURED "R" 12+21.18, 25.11' RT BEGIN TRA BEGIN MGS (AFTS)
<br />TO THE EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED. I I Beg REMOVE WOOD FENCE "R" 14+09.44 EP, EC, 32.14' RT "R" 14+45.11, 33.00' RT
<br />3. FOR ACCURATE RIGHT OF WAY AND ACCESS DATA SEE COUNTY OFFICE. / ANGLE POINT BEGIN REMOVE FENCE % /y
<br />je
<br />"R" 14+14.46, 28.32' RT !J/ •%
<br />4. FOR SAWCUT AND ROADWAY DEMOLITION INFORMATION, SEE DEMOLITION PLANS. END REMOVE WOOD FENCE
<br />RIVER ROAD
<br />CCO 28 Sheet 4 of 6
<br />Resident Engineer - Mauricio Rivera, P.E. :. :.:.:.:. :.:.:.:. .. ......... .... ...... .
<br />:.:.:.:. :.:.:.:. ......... ... .
<br />. . . . Revisinns By ��.�,�.�•-- 9/28/202 1 ---, PROFILE
<br />... .........
<br />. , r G � "R"-
<br />i as s
<br />- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ - - - - R _ LI �E- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ,. .. .. ,. ,. ,. ,. ,. ,. ,. ,. ,. - - ,.
<br />6+00 7+00 8+00
<br />8+00
<br />SURVEY REVISION DESCRIPTION BY DATE SCALE
<br />PREPARED BY
<br />Al Pavement conform at west end SL I05/08/18 as=4
<br />HORIZONTAL' 1
<br />DRAWN:
<br />F.
<br />DeMARCO
<br />PO I
<br />1 =8
<br />VERTICAL:
<br />R.
<br />GIBSON
<br />DESIGNED:
<br />I I I I 1
<br />CHECKED
<br />K.
<br />OAKS
<br />INCHES
<br />0 10 20 30 40 50
<br />I
<br />APPROVED
<br />T.
<br />BARNARD
<br />MILLIMETERS
<br />10+00
<br />11+00
<br />DATE
<br />09-29-16
<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 />lI Z111711
<br />13+00 14+00 15+W
<br />SAN JOAQUIN COUNTY PUBLIC 'WORKS
<br />McHENRY AVE CORRIDOR IMPROVEMENTS
<br />PLAN AND PROFILE
<br />"R" STA 5+50 TO STA 15+50
<br />e ; RASHO 1 GIBSONti
<br />Z
<br />No. C70999
<br />Exp. 06-30-17 ;
<br />5X
<br />m
<br />130
<br />r�'kel
<br />110
<br />100
<br />DRAWING
<br />PP-7
<br />OF
<br />PP-9
<br />SHEET
<br />26 OF 176
<br />FILE NO.
<br />
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