W912HN-15-R-0003_AMD1.PDF
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AMD 1 Drawings
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| W912HN-15-R-0003_AMD3.PDF | ||
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| amd1.pdf |
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C
L
O W
E
G
L
Y N
N
M
S
O U
T H
CE103
E R
O S
IO
N
A N
D S
E D
IM
E
N T
C O
N
TR
O L
C H
E C
K
LI
S T
SHEET OF
W
H N
R
A S
H O
W N x
M A
S O
N
N
G E
R
US ARMY CORPS
OF ENGINEERS
SAVANNAH
D
C
B
A
S Y
M B
O L
D E
S C
R I P
T I O
N D
A T
E B
Y
D E
S
IG
N E
D B
Y
D W
N B
Y
C K
D B
Y
S U
B M
IT
TE
D B
Y
FI
LE
N A
M E
S
IZ
E : D
P
LO
T S
C A
LE
D A
TE
S O
LI
C
IT
A
TI
O
N N
O
C O
N
TR
A C
T N
O
C A
TE
G
O R
Y C
O D
E
P
LO
T D
A
TE
U . S
. A R
M Y
E N
G
IN
E E
R D
IS
TR
IC
T
C O
R P
S O
F E
N G
IN
E
E R
S S
A V
A N
N A
H D
IS
TR
IC
T
PLATE
REFERENCE
NUMBER
R J Z
C E d w g
READY TO ADVERTISE
CE103 Y
SWCD: PINE MOUNTAIN DISTRICT
CE803 Y
IF USING THIS CHECKLIST FOR A PROJECT THAT IS LESS THANK 1 ACRE AND NOT PART OF A COMMON DEVELOPMENT BUT WITHIN 200 FT OF A
PERENNIAL STREAM THE CHECKLIST ITEMS WOULD BE NOT APPLICABLE. EFFECTIVE JANUARY 1, 2014
CE100
CE100 Y
CE800 Y
CE800 Y
CE801 Y
CE800 Y
CE802 Y
CE802 Y
CE802 Y
ALL
N/A
CE801 Y
CE800 N
ALL Y
CE102 Y
CE800 Y
CE100 Y
CE801 Y
CE802 Y
CE801 Y
CE803 Y
CE100 Y
CE801 Y
CE800 N
CE803 Y
CE760 Y
CE804 Y
Y
CE801 N
ALL Y
CE760 Y
CE760 Y
ALL Y
CE800 Y
Y
Y
N/A Y
ALL Y
CE800 Y
Y
ALL Y
CE812 Y
CE801 Y
CE801 Y
CE801 Y
CE801 Y
CE700
THRU
CE749
CE760 &
CE761
CE760 &
CE761
CE 700,
CE720 &
CE740
Y
N
Y
Y
CE102
R E
V I S
E D
I
C
O R
D A
N C
E
W
I T
H
A
M E
N D
M E
T
G
A L
UGP
U
G P
UGP
UGP
UGP
UGP UGP
UGP
UGP
14.5" CONCRETE PAVEMENT
16" CONCRETE PAVEMENT
16" CONCRETE PAVEMENT
20" CONCRETE PAVEMENT
SF SF
SF
S F
SF
S F
SHEET OF
W
H N
R
O
W N x
M A
S O
N
G E
R
US ARMY CORPS
OF ENGINEERS
SAVANNAH
D
C
B
A
S Y
M B
O L
D E
S C
R I P
T I O
N D
A T
E B
Y
D E
S
IG
N E
D B
Y
D W
N B
Y
C K
D B
Y
S U
B M
IT
TE
D B
Y
FI
LE
N A
M E
S
IZ
E : D
P
LO
T S
C A
LE
D A
TE
S O
LI
C
IT
A
TI
O
N N
O
C O
N
TR
A C
T N
O
C A
TE
G
O R
Y C
O D
E
P
LO
T D
A
TE
U . S
. A R
M Y
E N
G
IN
E E
R D
IS
TR
IC
T
C O
R P
S O
F E
N G
IN
E
E R
S S
A V
A N
N A
H D
IS
TR
IC
T
PLATE
REFERENCE
NUMBER
R J Z
C E d w g
READY TO ADVERTISE
0200 200 400
SCALE: 1" = 200'
PLAN
NORTH
CE720
G L
Y N
N
M S
O U
L
O W
CONSTRUCTION LIMITS
SEDIMENT BARRIER
LOW PROFILE BARRICADES
GENERAL NOTES
1.
2.
3.
4.
5.
6.
REFER TO SHEETS CE720 TO CE729 FOR
INTERMEDIATE PHASE EROSION CONTROL PLANS.
ITEMS SHOWN ARE MINIMUMS. ADDITIONAL
PROTECTION TO BE PROVIDED AT THE DIRECTION
OF THE CONTRACTING OFFICER'S REPRESENTATIVE.
ANY DISTURBED AREA LEFT EXPOSED FOR A
PERIOD GREATER THAN14 DAYS SHALL BE
STABILIZED WITH MULCH OR TEMPORARY SEEDING.
WASTE MATERIALS AND SITE RUN-OFF SHALL NOT
BE DISCHARGED TO WATERS OF THE STATE EXCEPT
AS AUTHORIZED BY A SECTION 404 PERMIT.
ALL HAUL ROADS SHOWN OUTSIDE OF THE LIMIT OF
DISTURBANCE LINE SHALL REMAIN WITHIN THE
FOOTPRINT OF THE EXISTING ROADWAYS.
SEQUENCE OF CONSTRUCTION FINAL GRADING
PHASE NOTES AFTER ALL DISTURBED AREAS HAVE
BEEN STABILIZED, REMOVE TEMPORARY EROSION
AND SEDIMENT CONTROL BMPS.
LEGEND
R E
V I S
C
O R
D A
N C
E
W
I T
H
A
M E
N D
M E
G
A L
UGP
UGP
UGP
UGP
UGP
UGP
UGP
U
G
P
UGP
UGP
U G
P
U
G
P
U
G
P
UGP
UGP UGP
UGP
UGP UGP
UGP
UGP
U G
P
UGP
UGP
UGP
UGP
UGP UGP UGP
UGP
UGP
UGP
UGP
UGP
UGP UGP UGP
U
G
P
U
G
P
UGP
U
G
P
U G
P
U
G
P
UGP UGP
UGP
U G
P
U G
P
U G
P
U G
P
U
G
P
U
G
P
U G
P
U
G
P
U
G
P
U G
P
UGP
U
G
P
U
G
P
14.5" CONCRETE PAVEMENT
16" CONCRETE PAVEMENT
16" CONCRETE PAVEMENT
20" CONCRETE PAVEMENT
SHEET OF
W
H N
R
O
W N x
M A
S O
N
G E
R
US ARMY CORPS
OF ENGINEERS
SAVANNAH
D
C
B
A
S Y
M B
O L
D E
S C
R I P
T I O
N D
A T
E B
Y
D E
S
IG
N E
D B
Y
D W
N B
Y
C K
D B
Y
S U
B M
IT
TE
D B
Y
FI
LE
N A
M E
S
IZ
E : D
P
LO
T S
C A
LE
D A
TE
S O
LI
C
IT
A
TI
O
N N
O
C O
N
TR
A C
T N
O
C A
TE
G
O R
Y C
O D
E
P
LO
T D
A
TE
U . S
. A R
M Y
E N
G
IN
E E
R D
IS
TR
IC
T
C O
R P
S O
F E
N G
IN
E
E R
S S
A V
A N
N A
H D
IS
TR
IC
T
PLATE
REFERENCE
NUMBER
R J Z
C E d w g
READY TO ADVERTISE
0200 200 400
SCALE: 1" = 200'
PLAN
NORTH
CE760
G L
Y N
N
M S
O U
L
O
GENERAL NOTES
1.
2.
3.
4.
5.
6.
REFER TO SHEETS CE700 TO CE709 FOR INITIAL
CLEARING PHASE EROSION CONTROL PLANS.
ITEMS SHOWN ARE MINIMUMS. ADDITIONAL
PROTECTION TO BE PROVIDED AT THE DIRECTION
OF THE CONTRACTING OFFICER'S REPRESENTATIVE.
ANY DISTURBED AREA LEFT EXPOSED FOR A
PERIOD GREATER THAN14 DAYS SHALL BE
STABILIZED WITH MULCH OR TEMPORARY SEEDING.
WASTE MATERIALS AND SITE RUN-OFF SHALL NOT
BE DISCHARGED TO WATERS OF THE STATE EXCEPT
AS AUTHORIZED BY A SECTION 404 PERMIT.
ALL HAUL ROADS SHOWN OUTSIDE OF THE LIMIT OF
DISTURBANCE LINE SHALL REMAIN WITHIN THE
FOOTPRINT OF THE EXISTING ROADWAYS.
SEQUENCE OF CONSTRUCTION FINAL GRADING
PHASE NOTES AFTER ALL DISTURBED AREAS HAVE
BEEN STABILIZED, REMOVE TEMPORARY EROSION
AND SEDIMENT CONTROL BMPS.
LEGEND
PRE-CONSTRUCTION HYDROLOGY
DRAINAGE AREA
AREA
(ACRES)
CN Q2 (CFS) Q10 (CFS) Q25 (CFS) Q50 (CFS) Q100 (CFS)
SOIL SERIES
SYMBOL
SOIL SERIES
DESCRIPTION
DA-1 41.05 122 210 254 289 324
HYDROLOGIC SOIL
GROUP (HSG)
LcB
LUCY SAND, O T0
5 PERCENT SLOPES.
B
LqB
LAKELAND SAND, 0 TO
5 PERCENT SLOPES
B
OgB
ORANGEBURG LOAMY FINE SAND,
2 TO 5 PERCENT SLOPES
B
SP-1
R E
V I S
C
O R
D A
N C
E
W
I T
H
A
M E
N D
M E
G
A L
UGP
U
G P
UGP
UGP
UGP
UGP UGP
UGP
UGP
14.5" CONCRETE PAVEMENT
16" CONCRETE PAVEMENT
16" CONCRETE PAVEMENT
20" CONCRETE PAVEMENT
SHEET OF
W
H N
R
O
W N x
M A
S O
N
G E
R
US ARMY CORPS
OF ENGINEERS
SAVANNAH
D
C
B
A
S Y
M B
O L
D E
S C
R I P
T I O
N D
A T
E B
Y
D E
S
IG
N E
D B
Y
D W
N B
Y
C K
D B
Y
S U
B M
IT
TE
D B
Y
FI
LE
N A
M E
S
IZ
E : D
P
LO
T S
C A
LE
D A
TE
S O
LI
C
IT
A
TI
O
N N
O
C O
N
TR
A C
T N
O
C A
TE
G
O R
Y C
O D
E
P
LO
T D
A
TE
U . S
. A R
M Y
E N
G
IN
E E
R D
IS
TR
IC
T
C O
R P
S O
F E
N G
IN
E
E R
S S
A V
A N
N A
H D
IS
TR
IC
T
PLATE
REFERENCE
NUMBER
R J Z
C E d w g
READY TO ADVERTISE
0200 200 400
SCALE: 1" = 200'
PLAN
NORTH
CE761
G L
Y N
N
M S
O U
L
O
GENERAL NOTES
1.
2.
3.
4.
5.
6.
REFER TO SHEETS CE700 TO CE709 FOR INITIAL
CLEARING PHASE EROSION CONTROL PLANS.
ITEMS SHOWN ARE MINIMUMS. ADDITIONAL
PROTECTION TO BE PROVIDED AT THE DIRECTION
OF THE CONTRACTING OFFICER'S REPRESENTATIVE.
ANY DISTURBED AREA LEFT EXPOSED FOR A
PERIOD GREATER THAN14 DAYS SHALL BE
STABILIZED WITH MULCH OR TEMPORARY SEEDING.
WASTE MATERIALS AND SITE RUN-OFF SHALL NOT
BE DISCHARGED TO WATERS OF THE STATE EXCEPT
AS AUTHORIZED BY A SECTION 404 PERMIT.
ALL HAUL ROADS SHOWN OUTSIDE OF THE LIMIT OF
DISTURBANCE LINE SHALL REMAIN WITHIN THE
FOOTPRINT OF THE EXISTING ROADWAYS.
SEQUENCE OF CONSTRUCTION FINAL GRADING
PHASE NOTES AFTER ALL DISTURBED AREAS HAVE
BEEN STABILIZED, REMOVE TEMPORARY EROSION
AND SEDIMENT CONTROL BMPS.
LEGEND
POST-CONSTRUCTION HYDROLOGY
DRAINAGE AREA
AREA
(ACRES)
CN Q2 (CFS) Q10 (CFS) Q25 (CFS) Q50 (CFS) Q100 (CFS)
SOIL SERIES
SYMBOL
SOIL SERIES
DESCRIPTION
DA-1 41.05
HYDROLOGIC SOIL
GROUP (HSG)
LcB
LUCY SAND, O T0
5 PERCENT SLOPES.
B
LqB
LAKELAND SAND, 0 TO
5 PERCENT SLOPES
B
OgB
ORANGEBURG LOAMY FINE SAND,
2 TO 5 PERCENT SLOPES
B
122 210 254 289 32486
R E
V I S
C
O R
D A
N C
E
W
I T
H
A
M E
N D
M E
G
A L
SHEET OF
W
H N
R
O
W N x
M A
S O
N
G E
R
US ARMY CORPS
OF ENGINEERS
SAVANNAH
D
C
B
A
S Y
M B
O L
D E
S C
R I P
T I O
N D
A T
E B
Y
D E
S
IG
N E
D B
Y
D W
N B
Y
C K
D B
Y
S U
B M
IT
TE
D B
Y
FI
LE
N A
M E
S
IZ
E : D
P
LO
T S
C A
LE
D A
TE
S O
LI
C
IT
A
TI
O
N N
O
C O
N
TR
A C
T N
O
C A
TE
G
O R
Y C
O D
E
P
LO
T D
A
TE
U . S
. A R
M Y
E N
G
IN
E E
R D
IS
TR
IC
T
C O
R P
S O
F E
N G
IN
E
E R
S S
A V
A N
N A
H D
IS
TR
IC
T
PLATE
REFERENCE
NUMBER
R J Z
C E d w g
READY TO ADVERTISE
CE811
G L
Y N
N
M S
O U
L
O
R
V I S
C
O R
D A
N C
E
W
I T
H
A
M E
N D
M E
G
A L
| CE100 51 COVER SHEET |
| CE103 54 EROSION AND SEDIMENT CONTROL CHECKLIST |
| CE720 65 INTERMEDIATE SEDIMENT AND EROSION CONTROL PLAN - OVERALL |
| CE760 85 PRE CONSTRUCTION SITE HYDROLOGY |
| CE761 86 POST CONSTRUCTION SITE HYDROLOGY |
| CE811 93 SEDIMENT AND EROSION CONTROL DETAILS |
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