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f
<br />Limits of Clearing 1 Grubbing
<br />4' I _ //' 1 /P I 4' I 3'
<br />Limi As o f .Earth work
<br />Vor.
<br />-7T/-7T1- -� -f
<br />Existing Rdwy.
<br />,2'Sfo. 40+00 to Ste. SSf57
<br />�Roa dwa y 1?/ider�i�9)
<br />Var.
<br />Var. Vor.Vd K ��
<br />0
<br />�• T1rT�i
<br />o. 'A. C. Over/ay
<br />T YNeA L SECTION
<br />Sfa. O-SO 7`o Sta. ,3 7t00
<br />�.5o,wesf o� f(enr�efick 1pa, to .300 "!west of Crumo mod.
<br />Sta. 4/7'OOlo SfO..�3A57
<br />(/00 �'Eost of Ci-Urr7P eC/. to 9 DUstin 1fd )
<br />Limits of Clearing .0 Grubbing
<br />3' 4' 4' 3'
<br />Li�i�`.s of Earthwork
<br />`,� �i?oad�vay yYidPnin9) _
<br />Vor.
<br />8 % Vor. o r'
<br />c'
<br />�Q
<br />�' Cons} Curve Dofa zo l 20'
<br />0=3°48'44"
<br />O
<br />p
<br />R = 3//8.08'
<br />L 207.46'
<br />_
<br />/03.
<br />Q
<br />T = 77'
<br />Ch=,207.43'
<br />1
<br />� i�
<br />ID,
<br />Conformer
<br />End Radius
<br />R/W
<br />0 36
<br />�---------
<br />38---------------------_4L
<br />EP--
<br />4/
<br />,RIW
<br />-
<br />,�' Coast Carve Daty
<br />I
<br />a = 30 56 "/¢ ""
<br />�' Construction
<br />R - 2 909. 20 '
<br />a
<br />L = 199.9/'
<br />T = /00. 00'
<br />w
<br />a = /99.87'
<br />h
<br />03
<br />V
<br />W-00,
<br />BMAW ROAD RE.4,L/G/Vr�J,E/VT
<br />Sfa. 3 7*00 Aa SAa .414O63U
<br />D. /7'A. C. O %fJ'A. C.
<br />Over/ay Ex/st. Rdwy.
<br />T YPICA L SEC TION
<br />Sfa. 3 7f 00 -to Sfa. 4/f00
<br />(.3001111 st of Cr6/rnP 19d to /00 'East of Cr/rr17P /90, )
<br />�ctend
<br />0.33' Asphalt Concrete over
<br />compacted rno'ti ve malarial
<br />❑017"Aspha/}Concrete
<br />Over/ay
<br />— G- Underground qas line
<br />YOODBR/OG ROAD
<br />llao"o/'ick Road ,East fo xAd
<br />Sta. O—.SO 7 -0 Sfa. 76t30
<br />i
<br />'Exis tin9
<br />Pov�manf
<br />L imi is of Clearing e Cru66it?g
<br />4'1 9' 9'
<br />L lmj;i .s ay' E-atfhwork
<br />l'RoadWay 1�/idenin9)
<br />Vor. Var.
<br />�ITf17 77c_>r, VQ/. �+'� Vor Var. Dz
<br />or
<br />RcP
<br />` D./7'A. C. Over/Qy
<br />Exist. Rdwy.
<br />RI
<br />4'
<br />TYPICAL SECTION
<br />Sfa. S. ? v,S7 fo Sfa. 76 4-30
<br />0vsfin Rd. to 2270'.t East of Dvsfirn Rd)
<br />717- r
<br />20 I 20'
<br />a�
<br />Coat'orm i4 i I Sto Of40 P/ace /,2"d x5'2'A/f Pipe (TypeA) (Z 67. D 25W �27'ZI)
<br />End Radius Z I with Slide sate on East End. (Slide Gate Armco Mode/ No.1e C or eQua/
<br />i Rt`D Exisfing /2",0 Pipe, Headwalls Refer fo Shf /.5
<br />and Drainage Valve. for Trer�ch De fa //
<br />I �
<br />Woodbridge Rd.
<br />a
<br />R/W
<br />C011Sfl"UC7�%0!7
<br />1 IVsi-
<br />. _ .w,.,:: :�n � �,.�,.�.�._.. ..�.����,..�:.:—....�...�,, .�...:,,.���,r., .......,x� xM��...: �.. .r.� ��..,n,..... �..R.rc .M�,.,.b.�.�w.�M....� ...m�..�.w.�.—�.a �.�..,.,..�...��...:��.ry .,�u �.�..�....� w.�,F .�.� �..��............ ,N..w.� �.�...�,, :�....�....,...� � ._.... .wM.. ti...... �....u....,.� n..�. ._.... .� d_.......�:..�w�� .. wau....�.Mn.-.�..�-�.-.....��.-_...�.��.�:...: �........,.�-.,..�v��v�y, �, �n.�..�. � .._ .. w . __.�w., . ....�......�.,�:...,.. _ _...,.,..-...,...� �,.... TM.�...�.w........... ....,.--�:. � ......, xw..-..T . ��...._�...�.....n.. m..-���. .W�.. ..�.
<br />i
<br />! n - c N ti;: r ,�M: I: �" IN Cl i^ .k t. CIA` G .!".' i ! �h lw..
<br />y .: :u ! ilk J , ::,:, � � k�:.,. aid"
<br />_ NO S AL.E
<br />z� s- 3 C
<br />� ,�..� .. / { � TYPICAL SECT/OHS /3 /6
<br />�y o ., + NTEiPS�E'C T/ON D,ETA/LS
<br />Q -1
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