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<br />I I
<br />POINT OFTAPR _TANGENTURVE
<br />'
<br />�- 1
<br />Ir
<br />0 I J
<br />I
<br />PPC 56 t24. �-
<br />,WR _
<br />4 -PT 56+241
<br />P_NTOF TANG f 5�
<br />TAPER p
<br />Iu)
<br />/ I I
<br />oc � 5'
<br />00 40. R
<br />END_B_I_T_CURB\
<br />�o/
<br />o�
<br />5�-
<br />C/L C.T.H. "P" C/L AIRPORT RD.
<br />PI. 55-1-64.20
<br />0 = 82' - 21' LT
<br />VT
<br />END BIT. CURB. _
<br />\<
<br />00,
<br />9+17.47
<br />'8°-22'RT.
<br />CHORD
<br />1.14 �.
<br />3'
<br />2'
<br />r0
<br />0
<br />4'
<br />INTERSECTION DETAILS
<br />AIRPORT ROAD
<br />'s
<br />.�O
<br />44 L.F. 18" C.P. REQ D_
<br />C.B. TYPE I -C
<br />REQrD. — " - - 18" C.M.C.P. IN PLACE
<br />i F. L. 21.8
<br />-F.L.20.
<br />i
<br />1�
<br />11, N
<br />--_C/L U•S_H•i_ 4_ _ _--------
<br />CHOjf
<br />RD=�� ------ - - -- -� -
<br />---
<br />11�—TWIN 18" C.M.C.P IN PLACE
<br />nA
<br />.y
<br />INTERSECTION DETAILS
<br />U. S. H. 14
<br />- _. T� , ti+'�SF `,''£ .' t� ��..._S r - ,� .;, F ,.-�� a- �. •sem 13' -
<br />--
<br />2'
<br />'SHEET
<br />TOTAL
<br />PROJECT
<br />NUMBER
<br />SPEE-TB
<br />w
<br />2.2
<br />Me'
<br />620-59'
<br />34'
<br />70'
<br />..
<br />-
<br />2'
<br />=X- 4' SHOULDER SIDE ROAD "K"
<br />SIDE ROAD
<br />'SHEET
<br />TOTAL
<br />PROJECT
<br />NUMBER
<br />SPEE-TB
<br />DS 0255(1)
<br />2.2
<br />Me'
<br />=X- 4' SHOULDER SIDE ROAD "K"
<br />SIDE ROAD
<br />LT. OR RT.
<br />POINT'A'
<br />8
<br />R I
<br />R 2
<br />"V"
<br />LT.
<br />62+39.60=5"V"+00.00
<br />620-59'
<br />34'
<br />70'
<br />"C"
<br />LT.
<br />91 -+-00.00=5"C"+00.00
<br />900-00'
<br />40'
<br />50'
<br />"D"
<br />LT.
<br />121+07-19 =4"D"-+-69.62
<br />900-00'
<br />40'
<br />50'
<br />"E"
<br />RT.
<br />121+07.79 =0"E"+42.90
<br />900-00'
<br />40'
<br />50'
<br />"F"
<br />LT.
<br />158+83.06 =5"F"+00.00
<br />95°---41'
<br />40'
<br />49'
<br />"K"
<br />LT & RT.
<br />202+30.02 =5"K"•+-00.00
<br />970-04'
<br />47'
<br />49'
<br />"M"
<br />RT
<br />255+81.30 =0"M"+00.00
<br />590-00'
<br />40'
<br />50'
<br />RT.
<br />292+66.65 =0"R"+00.00
<br />930-36'
<br />44'
<br />49'
<br />LT
<br />337-+-00.00 = 5"S"+00.00
<br />900-00'
<br />40'
<br />50'
<br />INTERSECTION DETAILS
<br />SIDE ROADS "V' "C" "D'1 10E11 "F'' "K` " 11 M"R" AND "S"
<br />MATERIALS
<br />BITUMINOUS CONCRETE
<br />GRAVEL
<br />CONSTRUCTION DETAILS
<br />FOR
<br />INTERSECTIONS
<br />CROSS PLAINS -- U.S.H. 12 ROAD
<br />COUNTY TRUNK HWY. "P" DANE COUNTY
<br />PROJECT DS 025511)
<br />r�
<br />,. ,. ._ .,.T., .. _-� ......._- ,',y. _�,,.,�4-h_:«•,a. ,.T�=rr u,-4,. - -- 4 ��; = �� 'Qin .�, � r.
<br />F
<br />0
<br />
|