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SIDE ROAD SURFACING NOTE
<br />If Side Road is not presently surfaced,
<br />SIDE
<br />ROAD
<br />For Surfocng L- is See �' •_p
<br />F-
<br />'SIDE ROAD SURFACING NOTE"
<br />.,pie 1
<br />92
<br />'
<br />2':.- 1
<br />-_
<br />,SO° X=Lone Width of
<br />T"rp�gh H-ghwcy
<br />Teper Tanger' •v !rp • ^� 'cper - t •c C-ur re
<br />Z� r
<br />i THROUGH - --HIGHWAY ---- - = -
<br />ti
<br />TABLE OF VALUES FOR VARIABLE
<br />new pavementshallbe placed as shown,
<br />-
<br />- f—
<br />22
<br />and the remainder to construction limits,
<br />e
<br />if ony,snali be gra+el or crushed stone surfaced.
<br />.ale a ..,n1
<br />!
<br />R2
<br />% \
<br />40' 50' ICO° 5C'
<br />-_4.7'
<br />0 1 o
<br />if Side Rood Is presently paved, new
<br />4C' 50'- 1 105 ! 55
<br />vna0 o'.
<br />pavement shalt be placed only as necessary
<br />o F R ,
<br />,O, �♦ i R
<br />6
<br />e c`
<br />" Tocer 7-9.M�� - ac
<br />to meet exist,rg pavement,and to limits
<br />- J, N ,{
<br />_l
<br />40 50 *.20 1 C
<br />J
<br />tc Curve -'Cper Torpent
<br />ro Curve
<br />of design as shown.
<br />'-9t o : -.
<br />','do
<br />,� Stondai� Marker
<br />' -S g
<br />_
<br />r - Ri_ T i'
<br />1
<br />-y-' Re
<br />_
<br />!F SIDE ROAD IS THE CONSTRUCTION PROJECT,
<br />22 , `S7, oast Tangent t Posts at lylana
<br />I •0 C°rve a,'" C\,n-.'�1'� Corns.
<br />__
<br />90 5 —p
<br />1
<br />the intersection geometrics remain as shown.
<br />Toper Tan _\
<br />gen
<br />��
<br />The. surfacing shall be some as for the project.
<br />to w. _ - L
<br />-'
<br />S wz-
<br />--7- Pavement
<br />F` �5: 0
<br />'
<br />Taper To, gent 3
<br />-Gravel or Crushed Stone•..rto
<br />Curve � V t "..�
<br />- -
<br />150'
<br />Taper Tongertm,.` `t`• A JI b
<br />to Cr /
<br />ave ._ 9 ° .:. K, AO,, 150 200'
<br />100' �� Oo =.- sl __�
<br />�: �_ l0^'
<br />'- _ - - -J _ Shoulder Litro._�
<br />Stop Slg s _ -
<br />__ _ ___- Shou Ider Gne
<br />--_
<br />`-- i /
<br />El M n.
<br />HIGHwa / -
<br />—<--
<br />.THROUGH ---.__ Jam.- ,.,---�-HIGHWAY -
<br />—_ -__ --_- 4 CL— _.— _-..
<br />_
<br />- _--------THRODU� 'Conoele e`vreed
<br />5
<br />G Concrete Curbed - '� -
<br />' ?Garner
<br />5 <
<br />$ Corner Troff c Islands
<br />•-
<br />w
<br />-A-
<br />�\ --'. Signs, -
<br />-�-
<br />_ _`T t Stat
<br />2001_____
<br />__.----_ _-_-__._-_ k; ICO
<br />150'_ _.,. -�\�� eY,,yn, \ j r
<br />'<'
<br />_200'
<br />-_ ! ,+i
<br />^..R-.— 40 4-; �� 'gp\_\Toper
<br />-
<br />Tangent
<br />- - 9p . 90�-Toper Tongere
<br />�� :p � .*a A i. '�^3 to Curve
<br />\'
<br />". �3
<br />rocorve TABLE OF VALUES FOR VARIABLE
<br />�" # 90\
<br />of }
<br />w2
<br />SIDE ROAD INTERSECTION ANGLES
<br />ail
<br />•'.5
<br />Tpce Tcmenr !Taper
<br />a
<br />l-¢
<br />ITable Values for Angles between 60 e, 120a
<br />�! �1 - � Tongent
<br />i
<br />?
<br />s
<br />not shown shall be interpolated)
<br />tc Curve 1�-
<br />`� ro Curve
<br />�;.. ,
<br />R2
<br />9 1 R. Rz
<br />O
<br />z W, w2
<br />Toper %argent �_ �; i --�
<br />2' 25' 10
<br />95 1 7C' 52' 20'
<br />-
<br />to Curve w _
<br />I Taper Tengent
<br />9' 24' ' 9 i
<br />—�--
<br />100 80' 1 50' 20 8
<br />'�%
<br />om to Curve_
<br />6' 23' 8
<br />F54'
<br />105 95' 1 48 j 20 li 8'
<br />:L2,�\�i •, A
<br />3' 22' 8 1
<br />Ito` 104' 46 19' 8'
<br />0 2l' 8'
<br />�� 't �.
<br />7 21 8
<br />120 143'I 42' 19' 1 8
<br />\ r,4
<br />i
<br />21 8`
<br />t
<br />. _
<br />. MInt. AngleyMo+imum Int. Angie
<br />1
<br />MAJOR SIDE ROAD INTERSECTION DESIGN
<br />DETAILS
<br />To be used only when current ADT on Through Highway is 1500 or
<br />over, and
<br />on Side Road is Over 200
<br />SIDE
<br />ROAD
<br />For Surfocng L- is See �' •_p
<br />F-
<br />'SIDE ROAD SURFACING NOTE"
<br />.,pie 1
<br />92
<br />'
<br />2':.- 1
<br />-_
<br />,SO° X=Lone Width of
<br />T"rp�gh H-ghwcy
<br />Teper Tanger' •v !rp • ^� 'cper - t •c C-ur re
<br />Z� r
<br />i THROUGH - --HIGHWAY ---- - = -
<br />ti
<br />MINOR SIDE ROAD INTERSECTION DESIGN DETAILS
<br />be used when current ADT on Through Highway is Less than 1500 or on
<br />51de Road is Less than 200
<br />- 'raffi< :fiord
<br />I'Rad -- 5rave1
<br />pavement.;
<br />Surfocs TZ
<br />. 6 ,.
<br />SECTION A-eA
<br />CONCRETE CURB
<br />NOTE' To be meosured le.,dpaid
<br />for as Type "a"w"J °Connate Gats
<br />GENERAL NOTES
<br />Designs 'A" '18" C"'b"or E"moy be used inter-
<br />chorgeably in combination or separately for
<br />any one complete intersection depending
<br />upon Traffic Volume, Intersection angle and
<br />Surfacing of each approach roadway.
<br />I
<br />Details on this drawing are for Minimum
<br />Design Only, and not applicable to Spei
<br />Condltions,as shown elsewhere on the plans."
<br />DESIGN 9 LAYOUT DETAILS FOR
<br />SIDE ROAD AT GRADE
<br />INTERSECTIONS
<br />(RURAL IN CHARACTER)
<br />STATE HIGHWAY COMM/SSION OF WISCONSJNV
<br />RECONYENDEO FOR APPROVAL
<br />DA: (I% NGINEER OF DES'_G'1 jjt
<br />APPROVED -
<br />/ f C /Pored""'g'�ew
<br />DL /7 58 STATE ry�N WAYiENi1NEER I ;
<br />PLATE NO.
<br />TABLE OF VALUES FOR VARIABLE
<br />SIDE ROAD INTERSECTION ANGLES
<br />(Tab:e Vclues for Angles between 608. 12o_
<br />not shown sha'. to interpolated)
<br />'',
<br />R,
<br />R2
<br />65
<br />40' 50' ICO° 5C'
<br />-_4.7'
<br />48'
<br />_O�
<br />4C' 50'- 1 105 ! 55
<br />75
<br />40' 5C' 00 60'
<br />46'
<br />e c`
<br />40, � 50, 15 e s' '
<br />45' '
<br />85`
<br />_l
<br />40 50 *.20 1 C
<br />J
<br />44
<br />9 0
<br />' 4 0''I 5 0'
<br />J
<br />_
<br />N!n-mum
<br />rt Angle +.x Mp.;mum int. Angle
<br />MINOR SIDE ROAD INTERSECTION DESIGN DETAILS
<br />be used when current ADT on Through Highway is Less than 1500 or on
<br />51de Road is Less than 200
<br />- 'raffi< :fiord
<br />I'Rad -- 5rave1
<br />pavement.;
<br />Surfocs TZ
<br />. 6 ,.
<br />SECTION A-eA
<br />CONCRETE CURB
<br />NOTE' To be meosured le.,dpaid
<br />for as Type "a"w"J °Connate Gats
<br />GENERAL NOTES
<br />Designs 'A" '18" C"'b"or E"moy be used inter-
<br />chorgeably in combination or separately for
<br />any one complete intersection depending
<br />upon Traffic Volume, Intersection angle and
<br />Surfacing of each approach roadway.
<br />I
<br />Details on this drawing are for Minimum
<br />Design Only, and not applicable to Spei
<br />Condltions,as shown elsewhere on the plans."
<br />DESIGN 9 LAYOUT DETAILS FOR
<br />SIDE ROAD AT GRADE
<br />INTERSECTIONS
<br />(RURAL IN CHARACTER)
<br />STATE HIGHWAY COMM/SSION OF WISCONSJNV
<br />RECONYENDEO FOR APPROVAL
<br />DA: (I% NGINEER OF DES'_G'1 jjt
<br />APPROVED -
<br />/ f C /Pored""'g'�ew
<br />DL /7 58 STATE ry�N WAYiENi1NEER I ;
<br />PLATE NO.
<br />
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