HomeMy WebLinkAbout2-96.4900
:i1
DATUM H V
885.00
Crr
HIGH POINT ELEV = 899.80
HIGH POINT STA - 0+50.02
PVI STA = 0 +50
PVI ELEV - 899.86
A.D. _ -1.20
K - 33.37
0
a +
a o
INSTALL 3 00
MARKERS PE
HIGHWAY SPE
53 I
s
12110.28
FOR DETAIL
SEE SHT. /5
I I STA. 1+
52
IL�
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51
_2�t°°
50
I •
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TERSECTION
STA 4+27.86
STA. 17 +40.62
47
48
FOR DETAIL
SEE SHT. 06
_FTER_S_M02f_
STA.
13 +10.26
POINT CURV URE
+34.41
ItIT
STA
TANGE Y
16 +35.8
STA.
0 +00.00 N.
A. 15 +80.3
A.D. = 1.10
M
O
I
K = 36.30
101 100 I ( 99
I
98 97 96
CURVE DATA
95
94 /
CURVE DA J
4
tD
N
I I
Z=
10'33'46"
m
p= 10'22'4
+
M
of +
R
= 300.00'
0
R = 400.00' I
/
/
(
T
L
= 27.73'
= 55.31
W
T = 36.33'
m
W
W
L = 72.46'
EXI
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XISTIN (;
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INV.-89
PROPOSED
GRADE-/
LOW POINT ELEV = 898.69
LOW POINT STA = 2 +55.54
PVl STA = 2 +55.46
PVI ELEV = 898.63
A.D. = 1.19
K = 33.54
40.00' VC
tD
O m
SCALE: 1 "= 50' HOR. M c6 r- oro'
1 "= 5' VERT. N m N m
,--/ -
/. FOR DETAIL
SEE SHT. 06
75 '
CURVE DATA
A = 14'30' 41 "
/ R = 325.00'
T= 41.38'
L = 82.31'
/
0 +00 0 +50 1 +00 1 +50
BUNKER
2 +00 2 +50 3 +00 3 +50 4 +00
HILL DRIVE
11
0
A
D
LOW POINT ELEV -
899.42
U
W
+34.41
PM
STA = 13+36.26
PVI
ELEV = 899.37
40.00' VC
A.D. = 1.10
M
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LOW POINT ELEV -
899.42
LOW POINT STA = 13
+34.41
PM
STA = 13+36.26
PVI
ELEV = 899.37
40.00' VC
A.D. = 1.10
M
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DATUM AZZV
885.00
50'
I
I
45
46 POINT CU VA RE
CURVE * DATA
STA. 18+17.68 "
R = 300.00'
T = 27.25'
L = 54.35'
INSTALL 3 OBJECT
MARKERS PER CO.
18.E F.Gs 1 50 8 +7203 19+ 9 2:1919+ .72 HIGHWAY SPEC'S
,6 00
END CONSTRUCT(
-! STA. 19 +35.72
CkNT -TA GENCY
Pm NT TANGEN S A. 18+72.03
S . 3 +98.59
I 44 I I
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42
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I 41
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640
INT TANGENCY. �\
A. 0 +82.31
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�I 39
BEGIN CONSTRUCTION
STA. 0 +00.00
HIGH POINT ELEV = 900.78
HIGH POINT STA = 15 +80.55
PVI STA = 15 +80.53
PVI ELEV = 900.84
A.D. _ -1.20
K = 33.28
40.00' VC
ci C-4
M M
<n �
t0 r O r
+o +g
r c
6 �, W SCALE: 1"= 50' HOR.
M. m W uj 1"= 5' VERT_
LOW POINT ELEV =
898.91
LOW POINT STA = 19 +12.19
PVI STA = 19 +12.03
PM ELEV = 898.85
A.D. = 1,19
K = 33.58
40.00' VC
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CONSTITUTION DRIVE
SCALE: 1"= 50'
LOW POINT ELEV = 899.13
LOW POINT STA = 0+27.01
PVI STA = 0 +45.86
PVI ELEV = 898.96
A.D. = 3.77
K = 15.93
60.00' VC CALE: 1 "= 50' HOR.
910 f 1 "= 5' VERT.
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CONSTITUTION DRIVE
SCALE: 1"= 50'
LOW POINT ELEV = 899.13
LOW POINT STA = 0+27.01
PVI STA = 0 +45.86
PVI ELEV = 898.96
A.D. = 3.77
K = 15.93
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