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SPO -2(I) 2.1. �Q
<br />1910-8-12
<br />J
<br />i
<br />-
<br />B C
<br />J
<br />5.0' D
<br />2.0' 10.0' 10,0' 2.0' E
<br />F G�
<br />Point referred to H J
<br />191
<br />191'
<br />SUPERELEVATION
<br />-
<br />TABLE
<br />TYPICAL CROSS SECTIONS
<br />5, 0'
<br />3.1
<br />5.o'
<br />11,0' 11.0'
<br />5.0'
<br />TOWN ROAD
<br />2" BITUMINOUS ROAD MIX SURFACE
<br />1
<br />8" GR. OR CR. ST, BASE COURSE _
<br />2.9'
<br />1 0.2'
<br />i
<br />Point referred to
<br />LAXE KEGONSA STATE PARK,
<br />PARK ROAD
<br />TYPICAL SUPERELEVATED SE,CTI.ON
<br />4.1
<br />"X" LINE
<br />I` 0.04'/
<br />_ 0.015'/ on profile 0,015'/
<br />0,04'
<br />CURVE
<br />SE
<br />B C
<br />D
<br />E F G H
<br />J K
<br />L
<br />`til?:1M
<br />4;/
<br />16+36.09 22+97,28
<br />0.054 LT.
<br />20,3 1 Tf
<br />4,3
<br />2.7 3.4 0.9 0.5
<br />2.2 1,7
<br />1,1
<br />5:1
<br />i ---
<br />-4'•1
<br />25+88.00-39+90.48
<br />0.050 RT,
<br />18.8 20.2
<br />2.8
<br />4.2 2.2 0.6 0.8
<br />3.4 1.1
<br />1.7
<br />2"BITUMINOUS ROAD MIX SURFACE
<br />�� 1
<br />45+54,62 - 52+46.90
<br />0.043 LT.
<br />20.0 18.8
<br />4.0
<br />2.8 3,2 0.8 0.6
<br />2.2 1,6
<br />1.1
<br />8,CR.OR U. ST, BASE COURSE
<br />( PLACE)
<br />58+63.18- 62+56.82
<br />0.023 RT.
<br />19.0 19.3
<br />3.0
<br />3.3 2.4 0.6 0.4
<br />2.9 1.2
<br />1.5
<br />T
<br />TOWN ROAD
<br />i
<br />79+74,53-84+77.06
<br />0.045 RT.
<br />18.8 20,1
<br />2.8
<br />4.1 2.3 0.5 0.8
<br />3.3 1.1
<br />1.6
<br />TYPICAL FINISHED SECTION
<br />86+72,60-98+00.00
<br />0,045 LT,
<br />20,1 18.8
<br />4.1
<br />2.8 3.3 0.8 0.5
<br />2.3 1.6
<br />1.1
<br />102+40.91-108+47.03
<br />0.045 RT.
<br />18,8 20:1
<br />2.8
<br />4.1 2.3 0.5 0.8
<br />33 1.1
<br />1.6
<br />PARK ROAD
<br />CURVE
<br />SE
<br />B C
<br />D
<br />E F G H
<br />J K
<br />L
<br />200X+63.06 -202X+55.17
<br />0.04 LT.
<br />16,0 14.9
<br />4.0
<br />2.9 3.2 0.8 0.6
<br />2.3 1.6
<br />1.1
<br />r
<br />203X+72,68 -209X+70.10
<br />0.04 RT.
<br />14.9 16.0
<br />2:9
<br />4.0 2.3 0.6 0,8
<br />3.2 1.1
<br />1,6
<br />L
<br />215X+75.33 -222X+67.61
<br />0.04 LT.
<br />16.0 14,9
<br />4.0
<br />2.9 3.2 0.8 0.6
<br />2.3 1,6
<br />1,1
<br />5,0'
<br />8
<br />C
<br />222X+67,61-
<br />0,04 RT.
<br />14,9 16.0
<br />2.9
<br />4.0 2.3 '0.6 0.8
<br />3.2 1.1
<br />1,6
<br />D
<br />5,0'
<br />11.0' 11.0'
<br />0' E j
<br />.
<br />`
<br />•
<br />F
<br />G
<br />Point referred to
<br />H J
<br />t
<br />iA
<br />on profile SLOPE - SE
<br />=
<br />5:1
<br />t
<br />4:
<br />4;1
<br />2"BITUMiNOUS ROAD MIX SURFACE
<br />� �.��A*�:
<br />8"GR. OR CR. 5T. BASE COURSE
<br />(IN PLACE)
<br />�
<br />17 2'
<br />I7.2'
<br />TOWN ROAD
<br />zj�2,/No s'
<br />29' 43j-
<br />_ n'
<br />_
<br />TYPICAL SUPERELEVATED SECTION
<br />\ / R
<br />.015'/'
<br />POINT FERREO TO
<br />4 k
<br />\ 4*'
<br />q.1
<br />E
<br />r-1.41'
<br />.041/'
<br />013'/'
<br />1.41--{
<br />2j-Izz:zi f
<br />.04'/'
<br />YBITUMINOUS ROAD MIX
<br />SURFACE
<br />8"GR.OR CR. ST: BASE.000RSE
<br />(IN PLACE)
<br />r
<br />L
<br />15.3'
<br />15.3'
<br />SIDE
<br />ROADS
<br />"A", "B"
<br />5.01
<br />3,3' z,o'
<br />10.0' 10,0'
<br />2,0'
<br />TYPICAL
<br />FINISHED
<br />SECTION
<br />4 • 1
<br />2.8'
<br />OI 5'
<br />0.04'/.
<br />Point referred to
<br />0.015'/, mon profile 0,015,!
<br />0,04'/
<br />ITUMINOUS ROAD MIX SURFACE
<br />1 Mme,
<br />\
<br />3R. OR CR, ST. BASE COURSE
<br />(IN PLACE)
<br />PARK ROAD
<br />TYPICAL FINISHED SECTION
<br />"X"8" XX" LINE
<br />GRADING AND SHAPING SECT.
<br />J
<br />i
<br />-
<br />B C
<br />J
<br />5.0' D
<br />2.0' 10.0' 10,0' 2.0' E
<br />F G�
<br />Point referred to H J
<br />q ; 1 Nor
<br />t` 4)
<br />on profile SLOPE = SE SLOPE = S
<br />5 1
<br />-
<br />TYPICAL CROSS SECTIONS
<br />FOR
<br />��
<br />2" BITUMINOUS ROAD MIX SURFACE
<br />1
<br />8" GR. OR CR. ST, BASE COURSE _
<br />(IN PLACE)
<br />LAXE KEGONSA STATE PARK,
<br />PARK ROAD
<br />TYPICAL SUPERELEVATED SE,CTI.ON
<br />PARK ROAD DANE COUATY
<br />"X" LINE
<br />PROJECT P 0-2(1 )
<br />-
<br />GRADING AND SHAPING SECT.
<br />J
<br />
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