Document 2147361

I
BRIDGE
LOCATION
Public
Roads
Div.
State
Dist.
No.
State
Project
No.
Federal
Project No.
Fiscal
Year
County
Sheet
No.
Total
Sheets
W.V.
05
X312
-H93.37
APD-0484
(236)C
2006
GRANT
120
389
C
L Brg. - Abut.No.2
Sta. 41+07.00
N 233921.3173
PROPOSED
CORRIDOR H
E 2089121.8401
Point of Min.
Clearance
CR-1
CR-5
CR-2
CR-6
CR-9
VICINITY MAP
40+00
C
L CR5
N13^27’15"E
DESIGN DESIGNATION
CORRIDOR H
DESIGN DESIGNATION
CR5
A.D.T.
9050
(2006)
A.D.T.
655
(2006)
A.D.T.
16600 (2026)
A.D.T.
1200
(2026)
D.H.V
12%
D.H.V
D.
60 / 40
D.
T.
12%
T.
V.
65 m.p.h.
V.
CR-10
CR-4
CR-3
CR-7
CR-8
40 m.p.h.
C
LBrg. - Abut.No.1
Sta. 38+92.00
25^RFS
N 233712.2177
STA. 40+00, CR5 =
E 2089071.8166
Contour Interval = 2’
0
STA. 778+25, CORRIDOR H.
20 ft.
SCALE :
1200
1200
1180
1120
1160
1100
1160
775+75
1140
1180
215-0’L
C Brg - C
L Brg
778+75
1140
-0.60%
1120
1100
1120
MSE Wall (Typ.)
Existing Ground Line
1100
Approx. Rock Line Left
1080
1080
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
Approx. Rock Line Right
1060
20 ft.
CORRIDOR H - BISMARK TO FORMAN
SCALES
0
1040
COUNTY ROUTE 5 STRUCTURE
20 ft.
0
DRAWING NO. 22 OF 27
BRIDGE #10425
NEFF, LONGEST, & BEAM and ASSOC., LLC
38+00
39+00
40+00
41+00
42+00
300 Capitol Street, 511 Kanawha Valley Building
Charleston, WV 25301
I
ENTRANCE
INVERT
Public
Roads
Div.
State
Dist.
No.
State
Project
No.
Federal
Project No.
Fiscal
Year
County
Sheet
No.
Total
Sheets
W.V.
05
X312
-H93.37
APD-0484
(236)C
2006
GRANT
133
389
LOCATION
EL. 1090.7
PROPOSED
CORRIDOR H
CT-14
1110
1100
1120
1110
VICINITY MAP
46+00
45+00
44+00
47+00
49+0
48+00
CR 5
N13 ^27’15"E
1130
Sta. 46+02.02, CR5=
Sta. 400+00, Ramp D
STA. 44+92.50, CR 5
1120
Sta. 45+89.83, CR5=
Sta. 311+40.93, Ramp C
1110
1100
NOTE: HATCHED AREA INDICATES
LIMITS OF SELECT EMBANKMENT
CT-15
EXIT INVERT EL. 1088.8
0
20 ft.
SCALE :
1200
1200
1160
1160
STA. 44+92.50, CR 5
EL. 1124.83
1140
1140
-3.7%
a
1120
1120
24’-0" SPAN X 11’-0" RISE
THREE-SIDED STRUCTURE
1100
Q100= 1093.5
1100
HYDRAULIC DATA
1080
1060
TRAFFIC DATA
Q 100
DISCHARGE
695 cfs
Q 100
H.W. ELEV.
1093.5
Q 100
VELOCITY
8.6 ft /s
O.H.W. ELEV.
1093.0 (ENTRANCE)
O.H.W. ELEV.
1090.9 (EXIT)
APPROX.
ROCK LINE
1080
ADT (2006) 655
ADT (2026) 1200
1060
DESIGN SPEED = 40 mph
BOTTOM OF FOOTING
ELEVATION VARIES
1040
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
FREEBOARD = 5.15’
20 ft.
CORRIDOR H - BISMARK TO FORMAN
SCALES
0
1020
20 ft.
0
CR5 OVER THORN RUN
CR5 OVER THORN RUN
ALTERNATE A
DWG NO. 8 OF 9
BRIDGE #10426
43+00
44+00
45+00
46+00
47+00
NEFF, LONGEST, & BEAM and ASSOC., LLC
300 Capitol Street, 511 Kanawha Valley Building
Charleston, WV 25301
ENTRANCE INVERT EL. 1092.7
Public
Roads
Div.
State
Dist.
No.
State
Project
No.
Federal
Project No.
Fiscal
Year
County
Sheet
No.
Total
Sheets
W.V.
05
X312
-H93.37
APD-0484
(236)C
2006
GRANT
142
389
LOCATION
PROPOSED
CORRIDOR H
STA. 404+86.0, RAMP D
CT-12
STA. 404+83.70, 6’ LT., RAMP D
NOTE: HATCHED AREA INDICATES LIMITS
OF SELECT EMBANKMENT
VICINITY MAP
EXIT INVERT EL. 1092.1
0
20 ft.
SCALE :
1200
1200
1160
1160
STA. 404+86.00, RAMP D
1140
1140
ELEV. 1115.15
24’-0" SPAN X 11’-0" RISE
THREE-SIDED STRUCTURE
1120
-1.15%
1120
a
F
1100
1100
HYDRAULIC DATA
1080
1060
1080
TRAFFIC DATA:
Q 100
DISCHARGE
695 cfs
Q 100
H.W. ELEV.
1096.4
Q 100
VELOCITY
7.4 ft /s
O.H.W. ELEV.
1094.7 (ENTRANCE)
O.H.W. ELEV.
1094.1 (EXIT)
ADT(2006) 475
APPROX.
ROCK LINE
BOTTOM OF FOOTING
ELEVATION VARIES
ADT(2026) 850
1060
DESIGN SPEED 30 mph
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
FREEBOARD = 5.30’
1040
20 ft.
SCALES
0
1020
CORRIDOR H - BISMARK TO FORMAN
RAMP C & D OVER THORN RUN
20 ft.
0
DWG. 8 OF 9
BRIDGE #10461
NEFF, LONGEST, & BEAM and ASSOC., LLC
403+00
404+00
405+00
406+00
407+00
300 Capitol Street, 511 Kanawha Valley Building
Charleston, WV 25301