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RD. APP. "C" ALIGNMENT POINTS
A - 4 + 02.50 P O.T.
B - 4+31.28 PC.
C - 4 + 99.36 P O.C. = SR -169 1499+ 37.40 P O.T.
D - 5 + 00.00 POST. = SR -169 1499+4900 P O.T.
E-5+56.62 P1.
F- 6+55.21 PT. r
G - 6 + 80.00 P O.T.
Tp
A,;!p�F
T• LOB 5
GO V' SEC, 16
"83
S 890 p2,E
(y) o
+ 40
Go SAC • 1 f
� �O1 3
GOv
s1� C . 16
t-: 00k�is bI ran
Is ;e oo5 No
�t ame Min. W / Lvad PIS
rat
4Z-/
�•v o 03 �. FR-2 ALIGNMENT POINTS
r
O
Q• O, o � �
k /� LL A - 6 + 00.39 PO.T. = SR-169 1513+33.35 (64.97 LT) �- o
0
� v cD B - 7 + 7 0 91 P. C. Q
4.' 4" O0. C - 8 + 00.00 P 1.
N
1-- 0 D - 8+ 2 9.09 P. T.
C�'� •' :o �, SEE INSERT �; 01 co j �� � E - 9+01.93 P().T. = F R - 1 9+15.13 P0,T.
o
o ,; go o
Ox n� o ... . , p <-- ,, c�
co
o,F
v- w
1503 +09.66 P I.
..-- GOv �. 16
SAC.
sw• 114 �
N.E SEC. A6
DENOTES CLEARING LINE
PAVEMENT REMOVAL, PAY ITEM ROADWAY EXCAVATION
PAVEMENT REMOVAL, PAY ITEM ROADSIDE CLEANUP
SCALE IN FEET--- mmmmmil
-
•• • 100 200
CURVE
DATA
' P I
STATION
A
P.
T
L
SR 169
1503+09.65
51 °
1 1'
00"
LT.
600'
354.72'
640.71'
SR 169
151 2+ 1 4.28
50'
01'
00"
RT.
550'
31 7.65'
576.1 2'
SR 169
151 7+ 59.85
20
00'
00"
LT
3,000'
52.37'
1 04.72'
FR-2
8+0000
10
40'
00"
RT.
2000'
29.09'
58'1 8'
RD.. APP "C" 5+56.62
64°
09'
00"
RT.
200'
1 25.34'
223.93'
CHAN.
CH. 8+84.79 1340
45'
56'
LTJ
750'
1 234.79'
455.08'
SCALE IN FEET Bm5e-----
• • 50 100
FR-1 & FR-2 INSERT
Not found
CCar
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-� U0-� a
GOS�C. 17
O
O
40
4
MCROFILMED
4