HomeMy WebLinkAboutpg. 08 C402 Street Plan & Profiles131
CURVE DATA
D =5 °42'41"
R=500.00'
CURVE DA
D =22 °56'01"
R= 500.00'
L=200.13'
1=101.42'
INTERSECTION
STA. 5 +88.62
STA. 0 +00 N.
CURVE D
D=47°37 31
R= 150.00'
L= 124.68'
1=66.20'
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C.A. #24
920
910
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DATUM ELEV
900.00
0 ±00
INTERSECTION
STA. 0 +00
STA. 6 +71.18 N.
0+50
r
O
1+00
123
1+50
2 +00
122
(0
2 +50
3 +00
121
LOW POINT ELEV 912.06
LOW POINT STA 3 +61.27
PVI STA 3 +61.03
PV! ELEV 912.00
A.D. 1.22
K 32.83
N
40.00' VC
3+50
4 +00
120
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1
4 +50
1
TWI\ LA
119
SCALE: 1"=50' HOR.
5' VERT.
5 +00
5 +50
HIGH POINT ELEV 913.31
HIGH POINT STA 5 +88.57
PVI STA 5 +88.62
PVI ELEV 913.37
A.D. -1.21
K 33.15
40.00' VC
03
N
O
N
O
6 +00
6 +50
DES DRIVE
7 +00
LOW POINT ELEV 912.51
LOW POINT STA 7 +40.86
PVI STA 7 +40.76
PVI ELEV 912.45
A.D. 1.20
K 33.25
40.00' VC
7 +50
N
/POINT OF CURVA
STA. 8 +73.40
142
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00
8 +00
8 +50
C
9 +00
9 +50
STA. 9 +09.36
STA. 1+30.08 SW.
HIGH POINT ELEV 913.91
HIGH POINT STA 9 +92.17
PVI STA 9 +98.08
PVI ELEV 913.99
A.D. -1.70
K 23.55
40.00' VC
N
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0.62%
R.C.P
1 V. =908. 5±
EXISTING GRADE
PR0'OSED ?RADE
15" ".C.P'
11) INV.= 908.37±
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1.08%
143
END CONSTRUCT10N
S A. 9 +98.08
SCALE: 1"= 50'
..�G1STE CA F
No.
19358
STATE OF (Z
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NOTE: THERE SHALL BE A 12" MI COVER
FROM TOP OF PIPE TO BOTTOM OF PAVEMENT
ON ALL STREET PIPE CROSSINGS.
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