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CASE & COVE
JOIN AND F
AS REQUIRE
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CENTERLINE PROFILE
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PROFILE SCALE
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N.W. CURB RETURN
PROFILE
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23.94'
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CONC. SIDEWALK (T P )
I
w -TYPE ''A' CURB & GUTTER (TYP )
2 o 2 •
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2" CLASS "B" ASPHALT,
211- 1 1/2" MIN. TOP COARSE
411- 2 1/2" MIN. BALLAST -
a
1 1/2., 1 VAX.
SLOPE ( TYP)
COMPACTED FILL ( TYP )
*STA. 3 +53.51 TO STA. 4+-86.79
TYPICAL ROADWAY SECTION
0 CURVE
CURVE R A
WHITMAN COURT N. E.
NO SCALE
DATA
I T
A
25'
630 50' 12"
27. 85'
15'.57'
8 __.
25' _-_
114° 45'.39"
50.07'
39.06'
C
55'
490 5.2' 3 4 "
25.57'
D
35'
1450„32'.37
_4788'
88.91'
112.87'
E
15
950 40' 03"
25.05
16.56'
F
20'
8 So 22' 54'
30.85
19.44'
G
165.37'
240 35 30
70.98'
36.44'
OE
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0. C.
22.23
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ZICUL-DE-SAC
EAST CURB RETURN PROFILE
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REVISED GRADE- R L B 7- 28 -75
02 REVISED CURVE DATA R4 R '"" 7- 2F -75
WHITMAN COURT N. E.
L.I,D. 288
R.L.B. 9 /74
R. L.B.
�.Slr AS SHOWN
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