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.0112 ��, PI 44+60.6`
<br />"R" 17+78.91 POC=
<br />"M" 44+25.24 POT
<br />SAWCUT LINE, Typ
<br />SEE NOTE 4
<br />"R" 16-Ii-57.93 EP, 29.00' LT /
<br />C :-, 4RM NEW SSJID DRIVEWAY ANGLE POINT
<br />( A,- T OF "R" LINE.
<br />SEE SHEET PP-2
<br />eat /
<br />10
<br />I
<br />e
<br />"R" 23+31.09 EP, BC 29.00' LT
<br />BEGIN DRIVEWAY 10
<br />>, "R" 23+25.00, 42.00' LT
<br />SAWCUT LINE, SEE NOTE 4 R 21 +75.42 EP, 29.00 LT END WOOD FENCE
<br />ANGLE POINT DRIVEWAY 10
<br />-� END TRANSITION "R" 22+75.00, 42.00' LT SEE CONSTRUCTION DETAILS, DWG. CD-4
<br />"R" 19+27.37 EP, EC, 41.59' LT �! BEGIN WOOD FENCE
<br />BEGIN TRANSITION
<br />EC 20+06.02
<br />----C -`---_ --- _-` C R W
<br />BC 22+07.52
<br />won
<br />FOR INTERSECTION DETAILS, / "R" 22+00.00 EP, 29.00' LT
<br />SEE CONSTRUCTION DETAILS, DWG. CD-2 END HMA DIKE (TYPE E)
<br />"R" 23+80.82 EP, EC 29.00' LT
<br />END DRIVEWAY 10
<br />"R" 23+92.36 EP, BC. 29.00' LT
<br />/ BEGIN TRANSITION
<br />\ / to r� HMA Dffi KE�C
<br />( BC 16+ 11.53 '' '" Y e ` °' (TYPE E) ' - --
<br />.-.. ° -�
<br />w;-HMA DIKE / 7 +oo ----- 2$ ------ RIVER Rd �- �a � - _ L.�
<br />(TYPE E) 18+/0 -/
<br />L"R" _LINE - _ N73°09'03"W 01.50 I �� �L
<br />1O _
<br />T _
<br />�- 4/
<br />16'� "Id _C i
<br />EGIN DRIVE / 9�`� 45 "� HMA DIKE- :�-' - _ _ _ _ _ _-,� -
<br />`. TA. ��R� 15+44 'cJ5416 03 / (TYPE E) -f ,,. �;---- _ - ,.`� -
<br />MC
<br />t^'` / + 7 5.00 EP 17.00' R T -- •-1 30 `'-�- -
<br />y ND DRIVE cP s `°'' ;, / / _ ,../ .-- / ..fir = _;5
<br />o = ...._. _... Beg HMA DIKE (TYPE E) -..-so----- _
<br />( TA. °R"15+75 /
<br />� o N / '� --- y - """'_ � - +62.00 EP, 17.00' RT --- ---- +25.00 EP, 17.00' RT
<br />EB 43+88.59 7 0 _ ---- 7 , --- Be HMA DIKE (TYO� E)
<br />/.k / ck ... ° ,�, END HMA DIKE ( TYPE E). _,._..., _ 9
<br />70
<br />"R" 16+02.75, 11.71' RT �'� ., .Y +12.00 EP, 17.00 RT
<br />...� ....... a -�., �...� . �.
<br />/ - R 20+21.47 EP EC 17.00 RT `6gµ' ��_-..:
<br />CURVE DATA
<br />No.
<br />R
<br />A
<br />T
<br />L
<br />7�
<br />1200.00'
<br />18°53'00"
<br />199.56'
<br />395.49'
<br />®
<br />1183.00'
<br />03°45' 13"
<br />38.76'
<br />77.50'
<br />®
<br />1850.00'
<br />21 °48' 14"
<br />356.32'
<br />704.02'
<br />10
<br />1867.00'
<br />10°25'46"
<br />170.39'
<br />339,84'
<br />END REMOVE FENCE ^7 e 00 ' '�,yr,•� END HMA DIKE (TYPE E) +37.00 EP, 17.00' RT
<br />Beg REMOVE CL FENCE d' / e McHENRY Ave BRIDGE, END HMA DIKE TYPE E
<br />/ SEE STRUCTURE PLANS, "R" 19+43.06 EP, BC, 17.91' RT ( )
<br />"R" 15+99.26 EP, 29.00' RT _ DWG. S-101 TO S-153 ANGLE POINT Beg H EP, 17.00 RT
<br />� � _ - - -- - Beg HMA DIKE (TYPE E) NOTES:
<br />END MGS
<br />Conc BARRIER (TYPE 80 Mod), SEE NOTE 5 /
<br />TRANSITION RAILING (TYPE WB-31) SEE CONSTRUCTION DETAILS, DWG. CD-05 - STANISLAUS RIVER +87.00 EP, 17.00 --__ 1. SEE SHEET T-2 FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS.
<br />_, e- --- RT ..._
<br />"R" 15+96.00, 42.00' RT "R" 16+41.24 EP, 29.00' RT END HMA DIKE (TYPE E) 2. FROM THE CENTERLINE, DIMENSIONS / OFFSETS AND ELEVATIONS ARE MEASURED
<br />BEGIN CHAIN LINK FENCE BEGIN Conc BARRIER (TYPE 80 Mod) PLAN TO THE EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED.
<br />"R" 16+00.00, 43.00' RT "R" 16+35.00, 38.00' RT `� p
<br />END BARB WIRE FENCE END CHAIN LINK FENCE RIVER ROAD 3. FOR ACCURATE RIGHT OF WAY AND ACCESS DATA, SEE COUNTY OFFICE.
<br />"R" 16+10,53, 30.00' RT "R" 16+30.00, 30.00' RT
<br />4. FOR SAWCUT AND ROADWAY DEMOLITION INFORMATION, SEE DEMOLITION PLANS.
<br />END CHAIN LINK FENCE BEGIN CHAIN LINK FENCE
<br />BOX CULVERT EXTENSION,- R 16+32.00, 11.00' RT . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5. PROVIDE CONCRETE BARRIER SCUPPERS BETWEEN "R" 16+41 TO "R" 16+57
<br />..... ... ........
<br />SEE STRUCTURE PLANS,. END REMOVE CL FENCE 04 I
<br />DWG. S-201 TO S-205 . .........
<br />,nn R=1200' RT . . . . . . . . . . . . . . . . . . . . . . . . . o R=1850' RT
<br />......... ... ....
<br />�......... ... I..... ..... ... .. ...... ......... ......... + ..... .I.......�......... ......... .........
<br />5Xi . . -2% LT RT ETW 5°X
<br />& Shld _- i
<br />... ......... ...... .
<br />0x .........I
<br />v
<br />--5X
<br />O
<br />N
<br />C*
<br />v
<br />130
<br />v
<br />120
<br />a
<br />a-
<br />U
<br />C
<br />100
<br />v
<br />I
<br />04
<br />N
<br />N
<br />gDATUM:
<br />8
<br />O Cy
<br />�v
<br />C
<br />02
<br />C
<br />oc
<br />i o FILE. NO
<br />. .. .... n .....
<br />L0
<br />0
<br />-2% LT ETW
<br />& LT/RT Shld C,
<br />r jo
<br />>�
<br />oo
<br />mN
<br />>U
<br />Lj.I
<br />CIO
<br />Lfi >
<br />CV W
<br />CV >
<br />+ W
<br />r V
<br />- + W
<br />AXIS OF ROTATION
<br />... .........
<br />:.:. :. s
<br />co -2% LT/RT ETW & Shl
<br />CROSS SLOPE CONTROLLED BY INTERSECTION GRADIN
<br />+ SEE CONSTRUCTION DETAILS +
<br />......... ......... ......... ..I......
<br />:: :: SUPERELEVATION
<br />.. .
<br />00
<br />00
<br />....... ......... � � � -4-
<br />rn cV
<br />00
<br />U r. .. ........ ........ >LO
<br />O
<br />. . . . . . . . . d CV O , . . 00 - O
<br />.1 �50' C . + w _ _ °' > C) > . . 150 VC: � >
<br />a + W + W { W
<br />1.1.4XJ... 1--1.12%
<br />h r _ ] (�
<br />I 0-4
<br />00� O
<br />O O
<br />o
<br />...
<br />a- o
<br />W� J . + W + W
<br />(A�
<br />16+00 17+00
<br />SURVEY REVISION DESCRIPTION
<br />Al Pavement conform at west end
<br />`; CC0 24
<br />........ ........ ...... ..
<br />18+00 19+00
<br />BY DATE SCALE PREPARED BY
<br />SL 105/08/18
<br />HORIZONTAL 1 " '
<br />=40DRAWN: F. DeMARCO
<br />VERTICAL.
<br />DESIGNED: R. GIBSON
<br />I 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
<br />MILLIMET RS
<br />0.7.5% _ . .. ..... ...---. .
<br />I......... ......... .........
<br />.... ....
<br />T70'85% .... .. ...... .. .......:. ......... ......... .....:.:
<br />PROFI L
<br />'R" LINE
<br />20+00
<br />DATE
<br />09-29-16 � M
<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 />...
<br />AS -BUILT
<br />• Resident Engineer - Mauricio Rivera, P.E.
<br />......... .........
<br />.... ......... ......... .....:Revisions BY °� -
<br />.�-- 9/28/202 1
<br />23+00 24+00
<br />SAN JOAQUIN COUNTY PUBLIC WORKS
<br />McHENRY AVE CORRIDOR IMPROVEMENTS
<br />PLAN AND PROFILE
<br />"R" STA 15+50 TO STA 24+50
<br />RASHO J. GIBSON
<br />No. C70999
<br />,* : Exp. 06-30--17
<br />self OF Cal\EO�y��
<br />-5X
<br />H1611C
<br />120
<br />110
<br />DRAWING
<br />PP-8
<br />OF
<br />pp-9
<br />SHEET
<br />27 OF176
<br />FILE NO.
<br />
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