C-201_to_C-205_Bidder_Inquiry.pdf
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Text version
N
Ds3
Ds3
Bf
Bf
St
ACCESS ROAD
EXISTING UNPAVED
Bf
Ds3
St
Ds3
TOTAL DISTURBED AREA = 10.0 ac
LEGEND
M A T C
H L
IN
E
- S
T A . 1
- S
E E S
H E E T C -2
VERTICAL SCALE: 1"= 5’
0 50 50 100FT
HORIZONTAL SCALE: 1’’= 50’
14+00
C-201
Z
C -2
.d g n
F
IN
A L
P
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E
R O
S
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C O
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O L
P L A
P
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F
IL
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S T
A
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WETLANDS DELINEATION
OVERHEAD POWER LINE
GA POWER PROPOSED
OH
E
EXISTING GROUND
PROFILE
C/L ACCESS ROAD
AND STATE WATERS WITHIN 200 FEET OF PROJECT AREA.
SEE PLATE G-003 FOR DELINEATION OF ADDITIONAL WETLANDS
NOTE:
STREAM BUFFER
WETLANDS
SOILS DELINEATION
PROPOSED OVERHEAD POWER LINE
LIMITS OF DISTURBANCE
TREE LINE/BUSH LINE
PROPOSED CONTOUR
EXISTING CONTOUR
BUFFER
B U F F E R
FOR INFORMATION USE ONLY
L
L
F S .5
IN
V O
U T
.3
IN
V I
N
.6
S
T A .5
C
U L
V E
R T
R C
P
P V
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H I
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P V
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P V
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L
.5
E L
.7
P V I
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P
.5
P V
T
.0
P
.0
H I .1
E L
.5
P V I .5
E L
.4
P V I
.0
E L
.9
E L
.8
P V I - +1 1.
E L
1.
GRADE = 0.08%
75’ VC
E L
.4
E L
.9
GRADE = -1.40%
E L
.4
100’ VC
E L
.9
E L
.9
GRADE = 0.52%
E L
.7
100’ VC
E L
.6
-0+20 L
L
F S .5
IN
V O
U T
.3
IN
V I
N
.6
S
T A .5
C
U L
V E
R T
R C
P
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00
GRADE = -0.37%
L = 70.5 LF, S = 0.50%
INV OUT = 14.59
INV IN. = 14.94
STA. 4+28.60
CULVERT #1, 18" RCP
D
2 3
C
4 5
A
B
D E
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M
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T C
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0 E
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N
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0 E
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N
,7
E ,5
N
,0
0 E
,7
S T
A -0+11.01
PT 1+25.62
P C
.6
P T
.0
P C
.1
P T
.6
P I 0
.6
P I 4
.8
P I 6
.4
P C 0+-00
P C
.9
OH
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OH
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OH
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POINT #2
SAMPLE POINT #1
SAMPLE
BUFFER
BUFFER
BUFF
ER BUFFER
BUFFER
20 20
ZI9C-201.dgn 11/10/2014 10:35:30 AM
BUFFER
OH
E
N
Bf
Ds3
St
Ds3
LEGEND
TOTAL DISTURBED AREA = 10.0 ac
M
ATCHLI
NE
- S
TA.
4+
SEE
SHEET
C-
M A
T C
H L
IN
E
- S
T A . 2
- S
E E S
H E
E T C -2
ACCESS ROAD
EXISTING UNPAVED
0 50 50 100FT
HORIZONTAL SCALE: 1’’= 50’
VERTICAL SCALE: 1"= 5’
14+00
28+00
C-202
Z
C -2
.d g n
IN
A L
P
H A S E
E
R O
S
N T R
O L
P L
R O
F
IL
E
S T
A
T
WETLANDS DELINEATION
WETLANDS DELINEATION
OVERHEAD POWER LINE
GA POWER PROPOSED
EXISTING GROUND
PROFILE
C/L ACCESS ROAD
AND STATE WATERS WITHIN 200 FEET OF PROJECT AREA.
SEE PLATE G-003 FOR DELINEATION OF ADDITIONAL WETLANDS
NOTE:
STREAM BUFFER
WETLANDS
SOILS DELINEATION
PROPOSED OVERHEAD POWER LINE
LIMITS OF DISTURBANCE
TREE LINE/BUSH LINE
PROPOSED CONTOUR
EXISTING CONTOUR
B U
F F
E R
FOR INFORMATION USE ONLY
L
L
F S .5
IN
V O
U T
.9
IN
V I
N
.6
S
T A
C U
L V
E R
T
R C
P
23+00
P V
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.8
.6
P
.8
P V
T
.5
P
.5
H I
.3
P V
T
.8
.0
P
.8
P V I
.8
E L
.7
E L
.0
P V I
.5
E L
.8
EL 14.37
PVI 22+46.86
E L
.9
100’ VC
E L
.1
GRADE = 0.71%
E L
.8
100’ VC
E L
.6
E L
.7
GRADE = -0.48%
E L
.8
200’ VC
E L
.9
E L
.6
GRADE = 0.59%
L
L
F S .5
IN
V O
U T
.9
IN
V I
N
.6
S
T A
C U
L V
E R
T
R C
14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 24+00 25+00 26+00 27+00 28+00
2 3
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4 5
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B
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S C
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D G
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L V
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G E
N I
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C T
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N S
Y S
T E
M
W
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T a m a ra M u rp h y
T C
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C L e e D a n le y P
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P
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OH
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OH
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OH
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OH
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POINT #3
SAMPLE
BUFFER
BUFFER BUFFER BUFFER
BUFFER
10Bf Bf
Ds3
15 1515
Ds3
20 20 20
St
ZI9C-202.dgn 11/10/2014 10:49:48 AM
Bf
Ds3
St
Ds3
LEGEND
TOTAL DISTURBED AREA = 10.0 ac
St
M A
T C
H L
IN
E
- S
T A . 2
- S
E E S
H E
E T C -2
ACCESS ROAD
EXISTING UNPAVED
M A
T C
H L
IN
E
- S
T A . 4
- S
E E S
H E
E T C -2
0 50 50 100FT
HORIZONTAL SCALE: 1’’= 50’
VERTICAL SCALE: 1’’= 5’
42+0028+00
C-203
Z
C -2
.d g n
N
,0
E ,7
F
IN
A L
P
H A S E
E
R O
S
N T R
R O
F
IL
E
S T
A
T
OVERHEAD POWER LINE
GA POWER PROPOSED
OH
E
EXISTING GROUND
PROFILE
C/L ACCESS ROAD
AND STATE WATERS WITHIN 200 FEET OF PROJECT AREA.
SEE PLATE G-003 FOR DELINEATION OF ADDITIONAL WETLANDS
NOTE:
STREAM BUFFER
WETLANDS
SOILS DELINEATION
PROPOSED OVERHEAD POWER LINE
LIMITS OF DISTURBANCE
TREE LINE/BUSH LINE
PROPOSED CONTOUR
EXISTING CONTOUR
BUFFER
B U
F F
E R
FOR INFORMATION USE ONLY
L = 76 LF, S = 0.50%
INV OUT = 12.76
INV IN. = 13.14
STA. 42+00
CULVERT #4, 18" RCP
L O
1+ .8
P
.6
P V
T
.3
H I
.5
P
.3
P V I
.3
E L
.0
E L
.6
P V I 4
1+ .6
E L
.7
E L
.6
E L
.5
E L
.1
300’ VC
E L
.4
GRADE = -0.35%
150’ VC
L = 76 LF, S = 0.50%
INV OUT = 12.76
INV IN. = 13.14
STA. 42+00
CULVERT #4, 18" RCP
28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00
2 3
C
4 5
A
B
D E
S C
R
IP
T
IO
N D
A
M B
O L
B Y
NUMBER
V A
N N
T R
IC
T
C O
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E
N G
IN
E E
R S
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A R
M Y
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N G
IN
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US ARMY CORPS
D A
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L
IC
IT
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IO
N N
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C O
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D G
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N I
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T E
M
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T a m a ra M u rp h y
T C
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C L e e D a n le y P
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POINT #4
SAMPLE
OH
E
OH
E
OH
E
OH E
OH E
Bf
Bf
Ds3 Ds3
WETLANDS DELINEATION
10 10
BUFFER
BUFFER
151515
20 20
ZI9C-203.dgn 11/10/2014 10:54:12 AM
Bf
Ds3
St
Ds3
TOTAL DISTURBED AREA = 10.0 ac
LEGEND
M A
T C
H L
IN
E
- S
T A . 4
- S
E E S
H E
E T C -2
M A
T C
H L
IN
E
- S
T A . 5
- S
E E S
H E
E T C -2
0 50 50 100FT
HORIZONTAL SCALE: 1’’= 50’
VERTICAL SCALE: 1"= 5’
ACCESS ROAD
EXISTING UNPAVED
42+00 56+00 C-204
Z
C -2
.d g n
N
,5
E ,0
F
IN
A L
P
H A S E
E
R O
S
N T R
R O
F
IL
E
S T
A
T
WETLANDS DELINEATION
OVERHEAD POWER LINE
GA POWER PROPOSED
PLATES DC411 THRU DC413 FOR BACK RIVER DISCHARGE PIPE PLAN AND PROFILE
SEE VOLUME 1 SAVANNAH RIVER REOXYGENATION PROJECT DOWNRIVER
BACK RIVER DISCHARGE PIPE NOTE:
EXISTING GROUND
PROFILE
C/L ACCESS ROAD
AND STATE WATERS WITHIN 200 FEET OF PROJECT AREA.
SEE PLATE G-003 FOR DELINEATION OF ADDITIONAL WETLANDS
NOTE:
STREAM BUFFER
WETLANDS
SOILS DELINEATION
PROPOSED OVERHEAD POWER LINE
LIMITS OF DISTURBANCE
TREE LINE/BUSH LINE
PROPOSED CONTOUR
EXISTING CONTOUR
BUFFER
B U
F F
E R
FOR INFORMATION USE ONLY
L = 76 LF, S = 0.50%
INV OUT = 12.76
INV IN. = 13.14
STA. 42+00
CULVERT #4, 18" RCP
L
L
F S .5
IN
V O
U T
.9
IN
V I N
.2
S T
A
C U
L V E
R T
R C P
L = 84.5 LF, S = 0.50%
INV OUT = 12.48
INV IN. = 12.90
STA. 54+50
CULVERT #6, 18" RCP
P V
T
.9
LO 54+59.24
P
.9
P V
T
.1
P
.1
GRADE = -2.21%
P V
T
.3
P
.3
P V
T
.8
L O
+3
.3
P
.8
P V
T
.4
H I 4
+6
.8
P
.4
P V I
.4
P V
T
.6
E L
.0
E L
.7
E L
.0
EL 17
.0
P V I 4
+4
.8
P V I
.3
E L
.0
E L
.0
P V I
.1
PVI 54+39.93
EL 15.62 EL 15.96
150’ VC
GRADE = 0.68%
E L
.4
150’ VC
E L
.4
GRADE = -0.71%
E L
.2
E L
.5
100’ VC
E
L
.3
E L
.4
E L
.0
100’ VC
GRADE = 0.00%
E L
.0
50’ VC
E L
.4
E L
.7
E L
.1
100’ VC
L = 76 LF, S = 0.50%
INV OUT = 12.76
INV IN. = 13.14
STA. 42+00
CULVERT #4, 18" RCP
L
L
F S .5
IN
V O
U T
.9
IN
V I N
.2
S T
A
C U
L V E
R T
R C P
L = 84.5 LF, S = 0.50%
INV OUT = 12.48
INV IN. = 12.90
STA. 54+50
CULVERT #6, 18" RCP
42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00
GRADE = 1.1
9%
GRADE = 0.9
8%
2 3
C
4 5
A
B
D E
S C
R
IP
T
IO
N D
A
M B
O L
B Y
NUMBER
V A
N N
T R
IC
T
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N G
IN
E E
R S
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M Y
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IN
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US ARMY CORPS
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IT
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P L
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$$DGNSPEC$$
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D G
N S
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C
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N A
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C W
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S A
V A
N N
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G
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L V
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G E
N I
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N S
Y S
T E
M
W
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-R -0
T a m a ra M u rp h y
T C
M L T
C
C L e e D a n le y P
E L E
E D A
P
J
U L
Y
J
U L
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N
,5
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N
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P C
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H
D P
E
P R
O P
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N
,2
E ,2
N
,0
E ,5
N
,7
E ,0
POINT #4
SAMPLE
OH
E
OH
E
OH
E
OH
E
OH
E
POINT #5
SAMPLE
POINT #6
SAMPLE
OH
E
St
St
Bf
Bf
Ds3 Ds3
BUFFER BUFFER
15 1515 15
20 20
252525
ZI9C-204.dgn 11/10/2014 10:56:48 AM
N
TOTAL DISTURBED AREA = 10.0 ac
LEGEND
Bf
Ds3
St
Ds3
ACCESS ROAD
EXISTING UNPAVED
0 50 50 100FT
HORIZONTAL SCALE: 1’’= 50’
VERTICAL SCALE: 1"= 5’
MATCHLIN
E -
STA.
+0
0 -
SEE S
HEET C
-20
56+00
C-205
Z
C -2
.d g n
F
IN
A L
P
H A S E
E
R O
S
N T R
R O
F
IL
E
S T
A
T
.1
OH
E
WETLANDS DELINEATION
OVERHEAD POWER LINE
GA POWER PROPOSED
PLATES DC411 THRU DC413 FOR BACK RIVER DISCHARGE PIPE PLAN AND PROFILE
SEE VOLUME 1 SAVANNAH RIVER REOXYGENATION PROJECT DOWNRIVER
BACK RIVER DISCHARGE PIPE NOTE:
EXISTING GROUND
PROFILE
C/L ACCESS ROAD
AND STATE WATERS WITHIN 200 FEET OF PROJECT AREA.
SEE PLATE G-003 FOR DELINEATION OF ADDITIONAL WETLANDS
NOTE:
STREAM BUFFER
WETLANDS
SOILS DELINEATION
PROPOSED OVERHEAD POWER LINE
LIMITS OF DISTURBANCE
TREE LINE/BUSH LINE
PROPOSED CONTOUR
EXISTING CONTOUR
BUFFER
B U
F F
E R
FOR INFORMATION USE ONLY
P V
T
.3
LO 65+31.67
P
.3
P V
T
.9
H I
.8
P
.9
P V
T
.8
LO 62+05.08
P
.8
P V
T
.7
H I
.7
P
.7
P V
T
.9
P
.9
P V I
.9
E L
.0
E L
.5
E L
.4
P V I
.7
PVI 61+98.88 EL 16.27
EL 15.75
E L
.0
E L
.8
P V I
.9
P V I
.3
EL 18.37
E L
.0
E L
.7
E L
.6
E L
.2
E L
.8
P
P V
T
E L
.2
P V I
E L
.4
P V I
E L
.3
P
P V
T
P V I
100’ VC
E L
.5
E L
.0
GRADE = 0.13%
E L
.4
E L
.3
GRADE = -2.37%
E L
.9
E L
.6
100’ VC
GRADE =
1.85%
E L
.0
E L
.7
100’ VC
GRADE = -0.46%
E L
.4
200’ VC
E L
.7
GRADE =
1.78%
100’ VC
GRADE =
3.
25%
GRADE = -1.31%
56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00 70+50
100’ VC
50’ VC
L = 108.80 LF, S = 1.00%
INV OUT = 12.15
INV IN. = 13.24
STA. 62+00
CULVERT #7, 18" RCP
L
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S T
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PC 55+77.84
P C
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P T
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PT 68+31.71
P T
.1
P I .6
P I 6
.0
P I 6
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" H
DPE
PROPOSED
" H
DPEPROPOSED
H
D P
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P R
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OH E
OH E
OH E
OH
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POINT #7
SAMPLE
POI
NT #
SAMPLE
BUFF
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BUFF
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BUFFER
BUFFER
BU
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Ds3
Ds3
ZI9C-205.dgn 11/10/2014 10:59:34 AM
| C-201 19 PLAN & PROFILE/FINAL EROSION CONTROL STA 0+00 TO 14+00 |
| C-202 20 PLAN & PROFILE/FINAL EROSION CONTROL STA 14+00 TO 28+00 |
| C-203 21 PLAN & PROFILE/FINAL EROSION CONTROL STA 28+00 TO 42+00 |
| C-204 22 PLAN & PROFILE/FINAL EROSION CONTROL STA 42+00 TO 56+00 |
| C-205 23 PLAN & PROFILE/FINAL EROSION CONTROL STA 56+00 TO 69+97.14 |
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