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sl2e pono,.,�!�,.Ms_.�Il�.t.� Ir4" Radiad
<br />It Srat Rola is npt ofeeently i ofni:pd, 04,2'°O* Lief. Tie Bar%
<br />new pavement %"1 be placed as shown. ,T..>.., ;pdeed of V.0' C C
<br />l ...t.. - �,..; ' . Traffic vol I Surfaced and ttNr remalMlet to canxtruat+on limine, ', � I" Grovel Swtaced
<br />f ,f Ohl, moll be grOvel at crushed stone owtoced iw -
<br />hat{ta6NrbwawlQ Par
<br />a Ont
<br />It $•de RaOA is prWently pavetl, naw 1 ,
<br />Taper is pnl g vY pgvernont $hall be Placed only ae rives oy � ,•�., � �, � tape n•l. �
<br />to Curve l )`-! ,Taper Tan nt 18 meal eat;aling pavement, and to hmHr
<br />g of do.ign oo shown_ r
<br />ve
<br />In Curve Stop
<br />. An Standard Marker
<br />IF SIDE M04D IS THE CONSTRUCTION PROJFC;T, • Ta' r Tan nt SY �'
<br />x- 10 pve '� 31. +•b: Posts of World i
<br />R
<br />..� 1ne InitlrPeatPov geometries remain 5tF xP O)ect. t0 GTaper
<br />Tangent
<br />•,` \ \ drner3
<br />!r 1
<br />15
<br />5
<br />Tho aurfacaf hdU be carne as for the r
<br />C
<br />t'• \ �� SCGn9N-.A A'
<br />toper 'Ttyn OntE. E.:.C.V.R
<br />to Curve p ..i, t i - -. G.�HGR T R
<br />., 'Gravel pr CruLhed $tanP 1 - NOT To be made,4red and paid .
<br />00' v .. ti ,. l90' 200' Toper Targant tar as Type G"(11luding Tie
<br />CS! to Curve {j, �' / o 150 Bare)or Type J (Excluding
<br />tap Sirsi � r - Tie Bars) Concrete Curb
<br />t :. � _ - � s. polder Lme204' K
<br />,. . C'i
<br />iA� ,1f a' t }y ., -. �ah
<br />!� W,.,.�,...�,,,..s...,., .. '. T7 +moi.__ N , ' i
<br />,
<br />,
<br />F TMROuOM ! /1 '/^HIAHWAV Min
<br />—Cance a urbetl'1 f/r ,�TM OU✓ (:tncrwo C;,;41 HIONWA
<br />s
<br />}
<br />Connor ..fSlf lg .y .... .. .. ... ---_- . - ,
<br />Cornet itt;lftc IPlggd _
<br />77
<br />,?00' "\ C4LiItkT rap
<br />Sign
<br />100{00,
<br />op
<br />Taco, Tongcnt t ,) g .q? `aq° Taper Tangont
<br />f n Curve TABLE OF VALyk FOR VARIABLE
<br />. �} �.j• In�' to Curve
<br />Sl9E RQnD it T_wEgm- ASN r yo„ zi
<br />(Table vox»x for 4Nwj Q !"iln_6Q b_ 120' Taper Tangent, ; rj
<br />S nm morn xne11 b° narpctorM) " !.toCo'vP 1'' Tnplr iongTangent �� to Curve
<br />i
<br />z 9 R, a w e R R W wz 2 p
<br />_
<br />Toper Tangent' _.j' 1
<br />R. .60° 31 ' T7! 2:a 10 95a 70 S2 20' 1 8' s0. ♦J \'
<br />to Curve W \
<br />Taper Tangent 65° 35 69' : 24' 9' 100° 80' 50 20' 8'
<br />to Curve 70°i 39'' 66" 23' 8' 105° 95' 48' 20' 8' \ ,\
<br />f0175° 43' 63" 22'' 8' 110° 104' 46" 19' 8'
<br />i 801 47' 60' 21' 8' - 115° 122 44' 19' 8'
<br />85°' 54 57" 21' 8' T 20° 14V 42' 19' 8' '
<br />1 90°! 62' 54'' 21' 9'
<br />i > Minimum Int Angle ; Maximum Int Angle
<br />MAJOR SIDE ROAD INTERSECTION DESIGN DETAILS
<br />To be used only when current ADT on Through Highway is 1500 or over, and
<br />on Side Rood is Over 200
<br />SIDE
<br />ROAD
<br />j
<br />f i
<br />For Surfacing Limits
<br />See
<br />r
<br />"SIDE ROAD SURFACING
<br />NOTE" above.
<br />_I
<br />R2
<br />RI
<br />{�o
<br />'"
<br />m n
<br />(L I I\,OP
<br />I
<br />v, X- Lone Width of
<br />aj Through Highway
<br />Taper Tangent
<br />Stop
<br />,.
<br />to Curve ._
<br />Sign
<br />?i'•' `^�
<br />Toper Tangent to Curve
<br />50
<br />so v
<br />O 1
<br />C THROUGH
<br />_
<br />I I ",
<br />Y ......50...
<br />HIGHWAY
<br />TABLE OF VALUES FOR VARIABLE
<br />SIDE ROAD INTERSECTION ANGLES
<br />{7gDle_ Valw� for Anggx Mtwan 60°Q 120°
<br />49!_1�91Sn mall QS interP..RLg).!�)
<br />8 Rii Rz 7 E) RI R2
<br />* 60° 40' 50' 95° 45` 49'
<br />65° 40' 50' 100° 50' 48'
<br />70° 40' 50 105° 1 55` ' 47'
<br />75° 40' i 50 110° 60' 46'
<br />80° 40' 50' 115° 65' 45'
<br />85° 40' J 50 **120° 70' I 44'
<br />90° 40' 50 '
<br />* Minimum Int, Angle ** Maximum Int. Angle
<br />MINOR SIDE ROAD INTERSECTION DESIGN DETAILS
<br />To be used when current ADT on Through Highway is Less than 1500 or on
<br />Side Rood is Less than 200
<br />GENERAL NOTES
<br />Designs 'Q" Y1717' or 'E" may be used inter-
<br />chongeably 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 />Details on this drawing are for Minimum
<br />Design Only, and not applicable to Special
<br />Conditions, as shown elsewhere on the plans.
<br />DESIGN & LAYOUT DETAILS FOR
<br />SIDE ROAD AT GRADE
<br />INTERSECTIONS
<br />(RURAL IN CHARACTER)
<br />7/61IVAY COAMWS9ION OF WISCONS/N
<br />a rte MMExF t, 0. A",
<br />Dn-r. �ni.iNi (R :n ncsicn
<br />n .Arf: NO. 9-11
<br />
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