|
"M" 72+31.92 EP, 17.00' LT
<br />� \��EGtf� MGS �. U ,-CONSTRUCT MEYERS ROAD 0 ? Xy x,; \`�� x� N , ' I I i XN
<br />"� T) SEE Const DETAILS, DWG. CD-3 x m j x� m
<br />McHENRY Ave GRID ___ ��„ �� "� Jt�t� 1 f P C 17.00' c M X'' m I ( x
<br />SEE STRUCTURE PLANS, D ss , q�2 8� JE • B Wiz. N Xcn N x
<br />x� EYER` ROAD O st XP - 6;
<br />�`. �` \ �' ', N Z "M» 80+83.45 EP, EC, 17.00' LT I w
<br />`� _ M 72+85.55 EP, EC, 50.83 LT END DRIVEWAY 9
<br />\ 20•� -,� ` :END MGS (AFTS) "M" 78+40.43, 6.00' tT X� I m
<br />TRANSITION RAILING T sp S __+ J o x
<br />ir
<br />\� " , _ �X + �x CROWN AN( POINT = w x
<br />"M" 71+33,28 BC, 29.20' LT �® bo- M 73+07.48 EP, BC, 60.85 LT � DRIVEWAY 9 0
<br />\ -,� UPRR R BEGIN �ANSITION SEE Const DETAILS DWG. CD-4 °'
<br />EAA (TYPE SFT) a W X
<br />BEGIN MGS X� o -- - __- - - - - -
<br />- �X'l ri
<br />"M' 0 39.09 EP, BC, 17.00' LT XL,
<br />I� X x rn J ti in
<br />Const SERVICE ROAQ TI - 3 N » -N� X� BEGIN DRIVEWAY 9
<br />�� � �� M 74+06+.63 E €fr, - --xN X. x JAWCUT LINE, 1
<br />TC \ END MEYERS ROAD CONSTRUCTI01�'- r- -,-_w T SEE NOTE 4 X' X' I I I XN I I X� I I X°P I I XCA I I J I I X�-1- -1 O
<br />Ln�! 1 c''LO
<br />X� XLn o �X 'X �X X-� G = +
<br />x�
<br />X cn cn 4 �' cn �' cn
<br />O+ - - ^�, - T- - 0 - - - i - _- = T = - _ _ _ _ _ _ _ -� I - = ° _ = - - 14 •°S ap (o
<br />- - _ W X cn
<br />r` I �- - - ,� - S 1 S
<br />C _
<br />-
<br />�' 71 +00 \ , -s 72 -- z\ %`+0000 rJ+00 %6�• u �`►r'--�00 .466 �3' a _ _ _ -
<br />M �I N " �9-I-94 -$A+ �1 w
<br />(n,� _.._.. -W--._ _� ---- x I I I I I x�I-
<br />/ N U `t �. QO
<br />W.._._. .-.-.� �.�. .-.-.-.-. .�. ---,-.Js� ...� of -. ....._. .-.-.-.�o.�.�.�.�n ._�....�_. © _..��..�-•-•-• er-•-.....LLJ
<br />W' W - - - EB 72+54.57- - _ _ - - - -=1 _ - - - - - - - _ - - -- - - z W
<br />? BB 72+10.62 / h \ _ ice. -- Fo -- �„� -- ------ 0 - - _ - - -- 0 -- -� �V)
<br />ti:,._ _ _
<br />-� T-.0 - �Y�1\\ \ \ T U F-
<br />LLI
<br />0 Li
<br />���� �� \ X. �- QV)
<br />R/W a . R/w o rn o R/W
<br />�` e� `� \ \ cr- »M" 78+19.23 EP, BC, 29.00' RT X ) z �\
<br />(14 TT 0)\ X \ \ �_ _�/ TCE z m �. l m
<br />m \� -` \ r-- m BEGIN DRIVEWAY 7 b 80+
<br />"M» 70+99.21, EP, BC 29.00' En - o \ \ rn m EP" ANGLE OPOINT
<br />.09 P, 29.00' RT
<br />M 73+82.05 EP EC 29.00 RT
<br />�RIVEWAY �� ' m I� o
<br />BEGIN \ \\ END SERVICE ROAD ENTRANCE 2 m X m �_ BEGIN TRANSITION
<br />/ I - \ \\\\\` I `� DRIVEWAY 7
<br />�\Y DRIVE WA 1� �,� '� � 0 - \ �/� \ �y _4 I M X 1
<br />�- \ Q- e, \� CONSTRUCT SERVICE ROAD ENTRANCE 2 SEE Const DERAILS, DWG. CD -� I M 79+73.03 EP. EC. 29.00 RT
<br />SEE Const DETAILS, DXIM�. C 4y >, o ,jog �, oP \ SEE Const DETAILS, DWG. CD-3 m
<br />"M" 71+31.07, 46.0 'f'T ' X 5X " ,� • \�.. , •\ » `„ ... » END DRIVEWAY 8
<br />BEGIN WOODNC - M 72+76.16, 53.00 RT M 73+51.81, 56.81 RT M 78+65.62 EP, EC, 29.00 RT _
<br />BEGIN RETAI WAL END MGS END MGS END DRIVEWAY 7 x SEE Const DRIVEWAY BDETAILS, DWG. CD-4
<br />> �. Trans RAILING (TYPE WB-31). EAA (TYPE SFT) 1
<br />"M" 71 +41.21 EP, , 29 RT �'' - - - ;- », ,» -,^ , , , r nT \\\\\ , Xrn "M" 79+28.96 EP, BC, 29.00' RT
<br />END RIVE AY 5 `n orr�wi inc' s'�-rc'\ • t °" \ "M" 73+21.66 EP, BC, 29.00' RT PLAN BEGIN DRIVEWAY 8
<br />� x
<br />REMOVE Exist FENCE, Ret and T E " � ` "` Beg SERVICE ROAD ENTRANCE 2 €�
<br />' » 72+24.05 (EP � Et :$7' � \ W H E N RY AVENUE N U E I
<br />M 71 +68.93 EP, BC, 2 .0 RTJ
<br />,� D SERVICE R &rRXN� - �,
<br />Be SERVICE .ROAD FNIVAN E 1 . „- - g 1 W
<br />x -CONSTRUCT SERVICE ROAD ENTfZAN��' � � � � BEGIN MGS \
<br />INSTALL NEW FENCE SEE CONST DETAILS DWG CD-3 TRANSITION RAILING (TYPE WB) NOTES:
<br />SEE Const DETAILS CD-5
<br />"M" 71+93.44 46.00'f RT ...... ..... ...... 1. SEE SHEET T-2 FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS.
<br />.. END WOOD FENCE ....... .......:. :.:.. ......... . . ......... .... .... ........ ..
<br />END RETAINING WALL ; .:.:. :. ; .:.:. :.: :.:. :.:.:.:. :.:.:.:. :. 2. FROM THE CENTERLINE, DIMENSIONS / OFFSETS AND ELEVATIONS ARE
<br />MEASURED TO THE EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED.
<br />150 ......... ..... ... .1....... ...... .. ......... ........ ......... ......... ......... ......... 150
<br />. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3. FOR ACCURATE RIGHT OF WAY AND ACCESS DATA, SEE COUNTY OFFICE,
<br />. ....... ..... ... .... .... ._...... .... ........ ......... ......... ........
<br />......... .:.:.:.:. .. ......... .. ......... ...:.:... ......... .......:. ......... ...:.:.:. :.:.:.:. 4. SAWCUT ROADWAY DEMOLITION INFORMATION, SE ION PLANS.
<br />FOR AND Y D ON IN MATT E DEMOLITION LANS
<br />.......,. ......... .... ......... ......... ......... ......... ......... . ....... ......... .. ...
<br />. . . . . . . . . . . . .
<br />140 ......... ... .. .... ......... . ......... ......... 140
<br />.....: ...... ...... ..... .... ........ . ...:. ...... ....... :....... ....... ..:. .. .... ............. ..... ; . .... .....
<br />......... ... I ..... ......... .....:... .. ......
<br />.... .... ... .... .... .... .... .... .... .... .... .... ....
<br />......... .. ......... . ......... ......... ......... ......... ........ . . . . I . . . . ......... ......... ......... .... I . .
<br />......... ......... ...
<br />N
<br />130 ........ ........ ........ ......... ...... ........ ......... .... . 130 r� �?�
<br />+1-0 + W CJON
<br />E N,- O > N� PG a0 �� W� ��
<br />+ m + W ®CL h r- OO r- 0
<br />CD W W W . . . . . . . . . . . . . . > nj > , I� r- �' (D
<br />a 1.13% .. ..:.: o °' �r a� 200 VC ....... ......... .... .... .
<br />co >
<br />120 + W + w I + + W o0�- 120
<br />Qr - _ __. _ - - _ -
<br />N . . - 010% 015
<br />L U) �- . . . . . . . . . . . . . . . . . : : . . -w . . . . . . I . . . . . . . . . . . . o I - % (�UJI �--
<br />o W - --.,1 �----...__ W
<br />Z Ld ...... .. ......... .... .. ........ ... ......... ......... ........ ....
<br />UJI
<br />o0
<br />. . . . .... ... ..
<br />. .
<br />550' VC.:.:.:. :.:..... ..... . ......... ......... ... ..... Zcn
<br />. .
<br />_ ar ......... .;.....:. w 110
<br />110 w 00 v
<br />o V , __.._ _. ____.._._._._ . _ � (n
<br />. . . . . .
<br />OQ N > .. ......... ......... .
<br />SSJID DOUBLE -
<br />+ G ..:.:.:. :.:.:.:. :.:.:.:. + w ........ ......... AVe CO Idor .Improvement
<br />... r ve
<br />Bo CULVERT • • • • • • • • • . . . . . . . . McHenry Corridor mp o ment Project
<br />.. ...... . ......... ......... ......... ..... ... .........
<br />100 ...... ..... a f f :...; ........ , ....... 100
<br />_ AS -BUILT
<br />.... .... .... ...
<br />...... U ....... ..:.:.:. Resident Engineer - Mauricio Rivera, P.E. ; . ; .
<br />... .... .. .... ....... . .:.:.:.:. .:...:.:. .:.:. f .:.:.:. .:::.:.:. .:.:. f .:. PROFILE ... .....:.:. ::.:..... . Revisions By � -- 9/28/2021 :. .:.:::.:. .:.:.: :. .:.:.::: .
<br />..... ......I.. ......... ...
<br />..
<br />co 90 ... .......:. „M»LINE .. ..I .......... .... ......9......... . ...... ......... ......... 90
<br />9
<br />71 +00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00 81 +00
<br />0
<br />2 SURVEY REVISION DESCRIPTION BY DATE SCALE PREPARED BY DATE Q 0 N SAN JOAQUIN COUNTY PUBLIC WORKS DRAWING
<br />DATUM: 1 REVISE DRIVE SEE SHEET CD-4r2, PER CCO #24 SL / DF 10/4/201: „_4 G �p QRO SS/ •. F
<br />2 REVISE MGS AT SSJID ENTRANCE, PER RFI #086 SL / DF 9/10/201 HORIZONTAL: 1 C F. DeMARCO 09-29-16 •. y PP-5
<br />.c
<br />1 "= 8' DRAWN:? y RASH J. GIBBON
<br />VERTICAL: DE I NED: R. GIBSON 09-29-16 cn: ✓' :� � : OF
<br />SGMcHENRY
<br />TECHNICAL SERVICES, INC. No. C70999
<br />_ 0 0 1 2
<br />-+1 = ; I I INCHES I I CHECKED: K. OAKS 09-29-16 2020 L STREET. SUITE 300 * ��Exp.--17•� * PP-
<br />_ SACRAMENTO, CA 95811 PLAN AND PROFILE '•• CIVIL.••' SHEET
<br />1-5
<br />t ; M STA 70+50 TO STA 81 +50 f9 of CA«�o��OF 0 1' 2` si al 5I APPROVED: T. BARNARD 09-29-16 T 916.414.5800 F 916.414.1557 �'q . �P �� �� 24 176
<br />Cl1 I F
<br />MILLIMETERS
<br />a�
<br />FILE NO.
<br />
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