GB_Seg_U_-_Upper_Repair_Plans.pdf
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- Solicitation number
- W912DS-13-B-0031
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Plans
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| File | Type | Posted |
|---|---|---|
| Preliminary_Bid_Abstract.pdf | ||
| Amendment_4.pdf | ||
| GB_Seg_U_-_Upper_Repair_Plans-Amend__3.pdf | ||
| W912DS-13-B-0031_Amendment_0003.pdf | ||
| Specs-_Amend_3.pdf | ||
| W912DS-13-B-0031_Amendment_0002.pdf | ||
| Amend_2_Plans.pdf | ||
| W912DS-13-B-0031_Amendment_0001.pdf | ||
| Amendment_0001_corrected.pdf | ||
| Amend_1_specs.pdf | ||
| Green_Brook_Seg_U-T_100.pdf | ||
| Specs.pdf | ||
| Solicitation.pdf |
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OPTION #1
S E
G T E
A S
T S
T
C L
O S
U R
E G
A T
E B
L O
C K A
N D T
A C
K L E
S E
G U E
M E
R G
E N
C Y S
T R
E A
M B
A N
K R
E S
T O
R A
T
IO
N
B O
R O
U G
H O
F B
O U
N D B
R O
O K
N J
G R
E E
N B
R O
O K F
L O
O D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T
G-001 k a w k a w
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R of Engineers
US Army Corps
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
A N
S I
D
P L
O T
T E
D B
Y
New York District
Number
Reference
Sheet
J u n e
W
D S -1
-R -0 h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
Sheet 28 of 44
A m m e n d O p ti o n f o r
U p p e r p o rt io n r e p a ir w o rk
N
0+1 4.
2N
0+0 3.
1N
STA
0+0
0N
MIDDLE BROOK
R I
P
R A
P
R
E A
T
I
M E
F
U
R V
E Y
U N
D
C
N S
T R
U C
T I
O N
R I
P
R
E A
R V
E Y
U N
D
N S
T R
U C
T I
O N
R O
U T
E
I
D G
E
N
E
E
N=634
N=634
ASPHALT PATH
E
N=634
S T
A
P O
B
606060
0 60
60 60
X
A B
U T
M E
N T 65
65 65
65 65 65
A B
U T
M E
N T
S P I
L L
W
Y
R O
N
7070707070
75 75
Z
E
N
R E
B
W
H
A
P
C-106
N
N
N
N
N
N
M A
T C
H L
IN
E S
T A
S
E E S
H E
E T C -1
0 20 20 40FT
SCALE: 1’’= 20’
N
N
N
N
E=2030800
E=2030900
E=2031000
S H
E E
T
S
IT
E P
L A
N
NOTES:
WORK LIMIT
CONTRACTORS
REVETMENT
TOP OF
REVETMENT
TOE OF
GRADING
EXTENT OF
FILL
AREA OF
EXIST. SLOPE
MATCH INTO
o n
S L
O P
E o n
S L
O P
E
FLOW
FLOW
TOP OF EXIST. LEVEE
N
E
N6 ,2
.8
E2 ,0
,8
.5
5. REFER TO DETAILS ON SHEET C-501.
4. REFER TO SHEET L-101 FOR FLOODPLAIN MIX (PERMANENT SEEDING) CHART.
3. SEE SHEET C-304 to 307 FOR CROSS SECTIONS.
2. SEE SHEET C-204 FOR RIP-RAP REVETMENT PROFILE.
1. SEE SHEET C-203 FOR CHANNEL PROFILE.
CONTRACTORS WORK LIMIT
SURVEY REFERENCE LINE
TREES & VEGETATION
APPROX. AREA OF
E
G T E
A S
T S
T
C L
O S
U R
E G
A T
E B
L O
C K A
N D T
A C
K L E
S E
G U E
M E
R G
E N
C Y S
T R
E A
M B
A N
K R
E S
T O
R A
T
R O
U G
H O
F B
O U
N D B
R O
O K
N J
G R
E E
N B
R O
O K F
L O
O D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T
G-001 k a w k a w
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R of Engineers
US Army Corps
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
A N
S I
D
P L
O T
T E
D B
Y
New York District
Number
Reference
Sheet
J u n e
W
D S -1
-R -0 h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
A m m e n d O p ti o n f o r
U p p e r p o rt io n r e p a ir w o rk
MIDDLE BROOK
G S
G S
G A
V
L V
E
S T
O
R U
C T
U R
E
G A
L V
E
S T
O
R U
C T
U R
E
A I
N L I
K
N C
E
H E
A D
W A
L
V E
R T
P I
C E
N T
E R
L I
D
T C
H
E
L V
E
I N
V E
R T
I
N A
C C
E S
S I
B L
E
F L
E
L V
E
T O
P
A I
N A
G
C K
I N
V E
R T
I
N A
C C
E S
S I
B L
E
F L
E
L V
E
T O
P
A I
N A
C K
C O
N C
R E
R O
N
E
L
A I
N L I
N C
E
H E
A D
W A
ASPHALT PATH
R C
P
E X I
S T
E N
P E
U N
A B
N F I
R M
555555
55 55 55
55 55
X
P O
E
60 60
X
X X
XX
X
65 65
Z
E
N
R E
B
A
P
C-107
N
N
N
N
N
M A
T C
H L
IN
E S
T A
S
E E S
H E
E T C -1
0 20 20 40FT
SCALE: 1’’= 20’
N
N
N
N
E=2030900
E=2031000
E=2031100
S H
E E
T
S
IT
E P
L A
N
NOTES:
WORK LIMIT
CONTRACTORS
REVETMENT
TOP OF
REVETMENT
TOE OF
o n
S L
O P
E
FLOW
FLOW
EXIST. SLOPE
MATCH INTO
E=2031100
E=2031000
E=2030900
E=2030800
NN
TOP OF EXIST. LEVEE
N
E
N
Sheet 29 of 44
5. REFER TO DETAILS ON SHEET C-501.
4. REFER TO SHEET L-101 FOR FLOODPLAIN MIX (PERMANENT SEEDING) CHART.
3. SEE SHEET C-304 to 307 FOR CROSS SECTIONS.
2. SEE SHEET C-204 FOR RIP-RAP REVETMENT PROFILE.
1. SEE SHEET C-203 FOR CHANNEL PROFILE.
SURVEY REFERENCE LINE
CONTRACTORS WORK LIMIT
TREES & VEGETATION
APPROX. AREA OF
E
G T E
A S
T S
T
C L
O S
U R
E G
A T
E B
L O
C K A
N D T
A C
K L E
S E
G U E
M E
R G
E N
C Y S
T R
E A
M B
A N
K R
E S
T O
R A
T
R O
U G
H O
F B
O U
N D B
R O
O K
N J
G R
E E
N B
R O
O K F
L O
O D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T
G-001 k a w k a w
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R of Engineers
US Army Corps
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
A N
S I
D
P L
O T
T E
D B
Y
New York District
Number
Reference
Sheet
J u n e
W
D S -1
-R -0 h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
A m m e n d O p ti o n f o r
U p p e r p o rt io n r e p a ir w o rk
N
0+1 4.
2N
0+0 3.
1N
STA
0+0
0N
MIDDLE BROOK
R I
P
R
E A
R V
E Y
U N
D
N S
T R
U C
T I
O N
R I
P
R
E A
R V
E Y
U N
D
N S
T R
U C
T I
O N
R O
U T
E
I
D G
E
N
E
E
N=634
N=634
ASPHALT PATH
E
N=634
S T
A
P O
B
606060
0 60
60 60
X
A B
U T
M E
N T 65
65 65
65 65 65
A B
U T
M E
N T
S P I
L L
W
R O
N
7070707070
75 75
Z
E
N
R E
B
A
P
C-108
N
N
N
N
N
N
M A
T C
H L
IN
E S
T A
S
E E S
H E
E T C -1
0 20 20 40FT
SCALE: 1’’= 20’
N
N
E=2030800
E=2030900
E=2031000
NOTES:
WORK LIMIT
CONTRACTORS
REVETMENT
TOP OF
REVETMENT
TOE OF
GRADING
EXTENT OF
FILL
AREA OF
EXIST. SLOPE
MATCH INTO
o n
S L
O P
E o n
S L
O P
E
FLOW
FLOW
TOP OF EXIST. LEVEE
N
E
N6 ,2
.8
E2 ,0
,8
.5
ALONG REFERENCE LINE
CONTRACTORS WORK LIMIT
S H
E E
T
E R
O S
IO
N S
E D
IM
E N
T C
O N
T R
O L
LEGEND
FLOATER
ANCHOR POINT
FLOATING TURBIDITY BARRIER
SILT FENCE
WORKING LIMITS
Sheet 30 of 44OF THE PROJECT, REFER TO SHEETS C-103 to 104.
7. CONTRACTOR ACCESS AND STAGING AREAS ARE AS PER THE ’BENDWAY WEIR’ PORTION
6. REFER TO SPEC SECTION 32 92 19 FOR SEEDING.
BETWEEN NOVEMBER 15 AND MARCH 1.
5. TEMPORARY MULCHING SHALL BE APPLIED FOR CONSTRUCTION WORK COMPLETED
THE TEMPORARY SEEDING RATE SHALL BE AT 112 lbs/acre.
FOR CONSTRUCTION WORK COMPLETED BETWEEN AUGUST 1 AND NOVEMBER 15.
4. TEMPORARY SEEDING WITH WINTER CEREAL RYE SHALL BE PERFORMED
3. REFER TO DETAILS ON SHEET C-501 & C-502.
2. REFER TO SHEET L-101 FOR FLOODPLAIN MIX (PERMANENT SEEDING) CHART.
1. REFER TO SHEET C-001 FOR SOIL EROSION & SEDIMENT CONTROL NOTES.
E
G T E
A S
T S
T
C L
O S
U R
E G
A T
E B
L O
C K A
N D T
A C
K L E
S E
G U E
M E
R G
E N
C Y S
T R
E A
M B
A N
K R
E S
T O
R A
T
R O
U G
H O
F B
O U
N D B
R O
O K
N J
G R
E E
N B
R O
O K F
L O
O D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T
G-001 k a w k a w
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R of Engineers
US Army Corps
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
A N
S I
D
P L
O T
T E
D B
Y
New York District
Number
Reference
Sheet
J u n e
W
D S -1
-R -0 h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
A m m e n d O p ti o n f o r
U p p e r p o rt io n r e p a ir w o rk
MIDDLE BROOK
G S
G S
G A
L V
E
S T
O
R U
C T
U R
E
G A
L V
E
S T
O
R U
C T
U R
E
A I
N L I
N C
E
H E
A D
W A
V E
R T
P I
C E
N T
E R
L I
T C
H
E
L V
E
I N
V E
R T
I
N A
C C
E S
S I
B L
E
F L
E
L V
E
T O
P
A I
N A
C K
I N
V E
R T
I
N A
C C
E S
S I
B L
E
F L
E
L V
E
T O
P
A I
N A
C K
C O
N C
R E
R O
N
E
L
A I
N L I
N C
E
H E
A D
W A
ASPHALT PATH
R C
P
E X I
S T
E N
P E
U N
A B
N F I
R M
555555
55 55 55
55 55
X
P O
E
60 60
X
X X
XX
X
65 65
Z
E
N
R E
B
A
P
C-109
N
N
N
N
N
M A
T C
H L
IN
E S
T A
S
E E S
H E
E T C -1
0 20 20 40FT
SCALE: 1’’= 20’
N
N
N
N
E=2030900
E=2031000
E=2031100
WORK LIMIT
CONTRACTORS
REVETMENT
TOP OF
REVETMENT
TOE OF
o n
S L
O P
E
FLOW
FLOW
E=2031100
E=2031000
E=2030900
E=2030800
NN
TOP OF EXIST. LEVEE
N
E
N
ALONG REFERENCE LINE
CONTRACTORS WORK LIMIT
NOTES:
LEGEND
FLOATER
ANCHOR POINT
FLOATING TURBIDITY BARRIER
SILT FENCE
WORKING LIMITS
S H
E E
T
E R
O S
IO
N S
E D
IM
E N
T C
O N
T R
O L
Sheet 31 of 44 OF THE PROJECT, REFER TO SHEETS C-103 to 104.
7. CONTRACTOR ACCESS AND STAGING AREAS ARE AS PER THE ’BENDWAY WEIR’ PORTION
6. REFER TO SPEC SECTION 32 92 19 FOR SEEDING.
BETWEEN NOVEMBER 15 AND MARCH 1.
5. TEMPORARY MULCHING SHALL BE APPLIED FOR CONSTRUCTION WORK COMPLETED
THE TEMPORARY SEEDING RATE SHALL BE AT 112 lbs/acre.
FOR CONSTRUCTION WORK COMPLETED BETWEEN AUGUST 1 AND NOVEMBER 15.
4. TEMPORARY SEEDING WITH WINTER CEREAL RYE SHALL BE PERFORMED
3. REFER TO DETAILS ON SHEET C-501 & C-502.
2. REFER TO SHEET L-101 FOR FLOODPLAIN MIX (PERMANENT SEEDING) CHART.
1. REFER TO SHEET C-001 FOR SOIL EROSION & SEDIMENT CONTROL NOTES.
E
G T E
A S
T S
T
C L
O S
U R
E G
A T
E B
L O
C K A
N D T
A C
K L E
S E
G U E
M E
R G
E N
C Y S
T R
E A
M B
A N
K R
E S
T O
R A
T
R O
U G
H O
F B
O U
N D B
R O
O K
N J
G R
E E
N B
R O
O K F
L O
O D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T
G-001 k a w k a w
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R of Engineers
US Army Corps
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
A N
S I
D
P L
O T
T E
D B
Y
New York District
Number
Reference
Sheet
J u n e
W
D S -1
-R -0 h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
A m m e n d O p ti o n f o r
U p p e r p o rt io n r e p a ir w o rk
C-110
NOTES:
Sheet 32 of 44
’P R
O T E
C T E
D S
ID
E
CLEARED
AREA TO BE
S H
E E
T
V E
G E
T A
T
IO
N C
L E
A R
IN
G
’UNPROTECTED SIDE’
GRADE, AND DRAIN FREELY WITH NO LOW AREAS TO POND WATER.
EROSION CONTROL BLANKET. FINAL GRADE SHALL MATCH THE SURROUNDING
5. PLACE 6" OF TOPSOIL TO ATTAIN FINAL GRADE, THEN SEED AND PROVIDE
IN 12" LOOSE LIFTS AND COMPACTED.
4. FILL RESULTANT HOLES WITH ’EMBANKMENT FILL MATERIAL’, PLACED
OR GREATER.
3. TREES SHALL BE COMPLETELY REMOVED, INCLUDING ROOTS 1/2" DIAMETER
M A
T C
H L
IN
E S
E E S
H E
E T C -1
CLEARED
AREA TO BE
AND FROM WITHIN 15’ FROM THE LEVEE TOE ON THE UNPROTECTED SIDE.
EASEMENT ON THE PROTECTED SIDE (APPROX. 10’ FROM THE LEVEE TOE),
LIMITS MAY DIFFER. ALL TREES SHALL BE REMOVED FROM THE PERMANENT
2. AREA OF TREE CLEARING, AS SHOWN, IS APPROXIMATE AND ACTUAL
AND 15’ FROM THE TOE OF THE LEVEE ON THE UNPROTECTED SIDE.
OF 10’ FROM THE TOE OF THE EXISTING LEVEE ON THE PROTECTED SIDE,
AND/OR VEGETATION TO BE REMOVED. CONTRACTOR SHALL CLEAR AREA
1. CROSS-HATCHED AREA SHOWN IS THE APPROXIMATE AREA OF TREES
G T E
A S
T S
T
C L
O S
U R
E G
A T
E B
L O
C K A
N D T
A C
K L E
S E
G U E
M E
R G
E N
C Y S
T R
E A
M B
A N
K R
E S
T O
R A
T
R O
U G
H O
F B
O U
N D B
R O
O K
N J
G R
E E
N B
R O
O K F
L O
O D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T
G-001 k a w k a w
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R of Engineers
US Army Corps
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
A N
S I
D
P L
O T
T E
D B
Y
New York District
Number
Reference
Sheet
J u n e
W
D S -1
-R -0 h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
C-111
NOTES:
Sheet 33 of 44
CLEARED
AREA TO BE
S H
E E
T
V E
G E
T A
T
IO
N C
L E
A R
IN
G
M A
T C
H L
IN
E S
E E S
H E
E T C -1
M A
T C
H L
IN
E S
E E S
H E
E T C -1
’UNPROTECTED SIDE’
1. REFER TO NOTES ON C-110
’PROTECTED SIDE’
G T E
A S
T S
T
C L
O S
U R
E G
A T
E B
L O
C K A
N D T
A C
K L E
S E
G U E
M E
R G
E N
C Y S
T R
E A
M B
A N
K R
E S
T O
R A
T
R O
U G
H O
F B
O U
N D B
R O
O K
N J
G R
E E
N B
R O
O K F
L O
O D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T
G-001 k a w k a w
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R of Engineers
US Army Corps
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
A N
S I
D
P L
O T
T E
D B
Y
New York District
Number
Reference
Sheet
J u n e
W
D S -1
-R -0 h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
C-112
NOTES:
Sheet 34 of 44
CLEARED
AREA TO BE
S H
E E
T
V E
G E
T A
T
IO
N C
L E
A R
IN
G
M A
T C
H L
IN
E S
E E S
H E
E T C -1
’UNPROTECTED SIDE’
1. REFER TO NOTES ON C-110
’PROTECTED SIDE’
CLEARED
AREA TO BE
E
G T E
A S
T S
T
C L
O S
U R
E G
A T
E B
L O
C K A
N D T
A C
K L E
S E
G U E
M E
R G
E N
C Y S
T R
E A
M B
A N
K R
E S
T O
R A
T
R O
U G
H O
F B
O U
N D B
R O
O K
N J
G R
E E
N B
R O
O K F
L O
O D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T
G-001 k a w k a w
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R of Engineers
US Army Corps
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
A N
S I
D
P L
O T
T E
D B
Y
New York District
Number
Reference
Sheet
J u n e
W
D S -1
-R -0 h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
A m m e n d O p ti o n f o r
U p p e r p o rt io n r e p a ir w o rk
N
0+1 4.
2N
0+0 3.
1N
STA
0+0
0N
MIDDLE BROOK
R I
P
R
E A
R V
E Y
U N
D
N S
T R
U C
T I
O N
R I
P
R
E A
R V
E Y
U N
D
N S
T R
U C
T I
O N
R O
U T
E
I
D G
E
N
E
E
N=634
N=634
ASPHALT PATH
E
N=634
S T
A
P O
B
606060
0 60
60 60
X
A B
U T
M E
N T 65
65 65
65 65 65
A B
U T
M E
N T
S P I
L L
W
R O
N
7070707070
75 75
Z
E
N
R E
B
A
P
C-113
N
N
N
N
N
N
0 20 20 40FT
SCALE: 1’’= 20’
N
N
E=2030800
E=2030900
E=2031000
NOTES:
WORK LIMIT
CONTRACTORS
REVETMENT
TOP OF
REVETMENT
TOE OF
GRADING
EXTENT OF
FILL
AREA OF
o n
S L
O P
E o n
S L
O P
E
FLOW
FLOW
TOP OF EXIST. LEVEE
N
E
N6 ,2
.8
E2 ,0
,8
.5
CONTRACTORS WORK LIMIT
SURVEY REFERENCE LINE
4. REPLANTING WINDOWS ARE 1-MARCH TO 1-MAY, AND 15-OCTOBER TO 15-DECEMBER.
EXISTING LEVEE.
3. NO RELOCATIONS AND PLANTING SHALL BE DONE WITHIN 15’ OF THE TOE OF THE
THE CONTRACTING OFFICER.
DETERMINED AND MARKED OUT PRIOR TO THE TRANSPLANTING IN COORDINATION WITH
2. THE SPECIFIC OFF-CENTERS AND LOCATIONS WITHIN THE RELOCATION AREA WILL BE
BY THE CONTRACTING OFFICER TO THE AREA INDICATED ON THE PLAN.
1. THE CONTRACTOR SHALL TRANSPLANT UP TO A MAXIMUM OF 15 TREES AS IDENTIFIED
REPLANTING AREA
OF LEVEE TOE
APPROXIMATE LINE
R E
P L
A N
T
IN
G P
L A
Sheet 35 of 44
E
G T E
A S
T S
T
C L
O S
U R
E G
A T
E B
L O
C K A
N D T
A C
K L E
S E
G U E
M E
R G
E N
C Y S
T R
E A
M B
A N
K R
E S
T O
R A
T
R O
U G
H O
F B
O U
N D B
R O
O K
N J
G R
E E
N B
R O
O K F
L O
O D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T
G-001 k a w k a w
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R of Engineers
US Army Corps
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
A N
S I
D
P L
O T
T E
D B
Y
New York District
Number
Reference
Sheet
J u n e
W
D S -1
-R -0 h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
A m m e n d O p ti o n f o r
U p p e r p o rt io n r e p a ir w o rk
ELV. 60.0
ELV. 55.0
ELV. 50.0
ELV. 65.0
ELV. 70.0
ELV. 75.0
ELV. 80.0
STA 1+00 STA 1+50 STA 2+00 STA 2+50 STA 3+00 STA 3+50
ELV. 60.0
ELV. 55.0
ELV. 50.0
ELV. 65.0
ELV. 70.0
ELV. 75.0
ELV. 80.0
STA 3+50 STA 4+00 STA 4+50 STA 5+00 STA 5+50 STA 6+00
TOP OF LEVEE
REVETMENT
TOP OF RIP-RAP
REVETMENT
TOP OF RIP-RAP
TOP OF LEVEE
REVETMENT
TOE OF RIP-RAP
REVETMENT
TOE OF RIP-RAP
BOTTOM
CHANNEL
BOTTOM
CHANNEL
REVETMENT H = 8.0’
(68.25)
(64.2)
(54.2)
(52.6) (53.45)
(53.65)
(62.65)
(69.5)
(71.0)
(63.95)
(56.45)
(54.0)
(72.5)
(65.0)
(57.0)
(56.20)
(57.90)
(59.80)
(67.80)
(74.0)
(76.0)
(68.60)
(60.60)
(58.50)
H = 10’
REVETMENT
H = 8.5’
REVETMENT
H = 9.0’
REVETMENTH = 7.5’
REVETMENT
H = 8.5’
REVETMENT
8.0’ to 7.5’ 7.5’ to 8.5’ 8.5’ to 9.0’ 9.0’ to 8.5’
TRANSITION AREA TRANSITION AREA TRANSITION AREA TRANSITION AREA MATCH EXISTING
TRANSITION TO
CHANNEL PROFILE 0 5
SCALE: 1’’= 5’
10FT 5
0 10 10 20FT
SCALE: 1’’= 10’
H:
V:
C H
A N
N E
L P
R O
F
IL
E
C-203 Sheet 36 of 44
E
G T E
A S
T S
T
C L
O S
U R
E G
A T
E B
L O
C K A
N D T
A C
K L E
S E
G U E
M E
R G
E N
C Y S
T R
E A
M B
A N
K R
E S
T O
R A
T
R O
U G
H O
F B
O U
N D B
R O
O K
N J
G R
E E
N B
R O
O K F
L O
O D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T
G-001 k a w k a w
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R of Engineers
US Army Corps
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
A N
S I
D
P L
O T
T E
D B
Y
New York District
Number
Reference
Sheet
J u n e
W
D S -1
-R -0 h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
A m m e n d O p ti o n f o r
U p p e r p o rt io n r e p a ir w o rk
BROOK
MIDDLE
C-204
2.5
BOTTOM
CHANNEL
EXISTING
GRADE
EXISTING
3’
5’
3’
6"
V a r ie s
R E
V E
T M
E
IG
H T
SIZE: D = 3.0’
RIP-RAP REVETMENT STONE
SIZE: D = 1.0’
RIP-RAP REVETMENT SUB-BASE
R E
V E
T M
E N
T P
R O
F
IL
E
Sheet 37 of 44
FABRIC (typ.)
GEOTEXTILE
REVETMENT
TOP OF
REVETMENT
TOE OF
(As Required)
NEW EMBANKMENT MATERIAL
AREA TO BE FILLED WITH
TYPICAL REVETMENT PROFILE
SIZE: 3/4"
GRAVEL LAYER
1.5’
E
G T E
A S
T S
T
C L
O S
U R
E G
A T
E B
L O
C K A
N D T
A C
K L E
S E
G U E
M E
R G
E N
C Y S
T R
E A
M B
A N
K R
E S
T O
R A
T
R O
U G
H O
F B
O U
N D B
R O
O K
N J
G R
E E
N B
R O
O K F
L O
O D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T
G-001 k a w k a w
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R of Engineers
US Army Corps
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
A N
S I
D
P L
O T
T E
D B
Y
New York District
Number
Reference
Sheet
J u n e
W
D S -1
-R -0 h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
A m m e n d O p ti o n f o r
U p p e r p o rt io n r e p a ir w o rk
STA 1+00
55.0
60.0
65.0
70.0
75.0
(58.5)
BOTTOM
CHANNEL
H E
IG
R E
V E
T M
E N
T
(60.6)
REVETMENT
TOE OF
(68.6)
REVETMENT
TOP OF
2.5
LINE
REFERENCE
020406080
55.0
60.0
65.0
70.0
75.0
020406080
STA 1+50
H E
IG
R E
V E
T M
E N
T
2.5
LINE
REFERENCE
(58.25)
BOTTOM
CHANNEL
(60.25)
REVETMENT
TOE OF
(68.25)
REVETMENT
TOP OF
55.0
60.0
65.0
70.0
75.0
LINE
REFERENCE
020406080
STA 0+03.1N
H E
IG
R E
V E
T M
E N
T
EXISTING
MATCH
(61.50)
BOTTOM
CHANNEL
(62.0)
REVETMENT
TOE OF
(69.0)
REVETMENT
TOP OF
CONFINEMENT SYSTEM
EXIST. CELLULAR
(typ.)
FABRIC
FILTER
0 5
SCALE: 1’’= 5’
10FT 5 C-304
Sheet 38 of 44
S T
A
.1
N t o
C R
O S
S S
E C
T
IO
N S
NEW EMBANKMENT MATERIAL
AREA TO BE FILLED WITH
E
G T E
A S
T S
T
C L
O S
U R
E G
A T
E B
L O
C K A
N D T
A C
K L E
S E
G U E
M E
R G
E N
C Y S
T R
E A
M B
A N
K R
E S
T O
R A
T
R O
U G
H O
F B
O U
N D B
R O
O K
N J
G R
E E
N B
R O
O K F
L O
O D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T
G-001 k a w k a w
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R of Engineers
US Army Corps
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
A N
S I
D
P L
O T
T E
D B
Y
New York District
Number
Reference
Sheet
J u n e
W
D S -1
-R -0 h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
A m m e n d O p ti o n f o r
U p p e r p o rt io n r e p a ir w o rk
55.0
60.0
65.0
70.0
75.0
020406080
STA 2+00
100110
H E
IG
R E
V E
T M
E N
T
2.5
LINE
REFERENCE
(57.90)
BOTTOM
CHANNEL
(67.80)
REVETMENT
TOP OF
(59.80)
REVETMENT
TOE OF
020406080
STA 2+50
100110
55.0
60.0
65.0
70.0
75.0
H E
IG
R E
V E
T M
E N
T
2.5
(66.75)
REVETMENT
TOP OF
(57.20)
BOTTOM
CHANNEL
LINE
REFERENCE
(58.75)
REVETMENT
TOE OF
55.0
60.0
65.0
70.0
75.0
50.0
020406080
STA 3+00
100110
LINE
REFERENCE
(56.20)
BOTTOM
CHANNEL
H E
IG
R E
V E
T M
E N
T
2.5
(65.00)
REVETMENT
TOP OF
(57.0)
REVETMENT
TOE OF
(typ.)
FABRIC
FILTER
0 5
SCALE: 1’’= 5’
10FT 5 C-305
S T
A t o
C R
O S
S S
E C
T
IO
N S
Sheet 39 of 44
NEW EMBANKMENT MATERIAL
AREA TO BE FILLED WITH
E
G T E
A S
T S
T
C L
O S
U R
E G
A T
E B
L O
C K A
N D T
A C
K L E
S E
G U E
M E
R G
E N
C Y S
T R
E A
M B
A N
K R
E S
T O
R A
T
R O
U G
H O
F B
O U
N D B
R O
O K
N J
G R
E E
N B
R O
O K F
L O
O D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T
G-001 k a w k a w
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R of Engineers
US Army Corps
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
A N
S I
D
P L
O T
T E
D B
Y
New York District
Number
Reference
Sheet
J u n e
W
D S -1
-R -0 h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
A m m e n d O p ti o n f o r
U p p e r p o rt io n r e p a ir w o rk
55.0
60.0
65.0
70.0
75.0
50.0
020406080
STA 3+50
100 10
H E
IG
R E
V E
T M
E N
T
2.5
(64.20)
REVETMENT
TOP OF
(54.65)
BOTTOM
CHANNEL
LINE
REFERENCE
(56.20)
REVETMENT
TOE OF
55.0
60.0
65.0
70.0
50.0
020406080
STA 4+00
2.5
H E
IG
.5
R E
V E
T M
E N
T
(63.95)
REVETMENT
TOP OF
(56.45)
REVETMENT
TOE OF
LINE
REFERENCE
(54.0)
BOTTOM
CHANNEL
55.0
60.0
65.0
70.0
50.0
020406080
STA 4+50
LINE
REFERENCE
(53.7)
BOTTOM
CHANNEL
2.5
H E
IG
.5
R E
V E
T M
E N
T
(54.95)
REVETMENT
TOE OF
(63.45)
REVETMENT
TOP OF
(typ.)
FABRIC
FILTER
0 5
SCALE: 1’’= 5’
10FT 5 C-306
S T
A t o
C R
O S
S S
E C
T
IO
N
Sheet 40 of 44
E
G T E
A S
T S
T
C L
O S
U R
E G
A T
E B
L O
C K A
N D T
A C
K L E
S E
G U E
M E
R G
E N
C Y S
T R
E A
M B
A N
K R
E S
T O
R A
T
R O
U G
H O
F B
O U
N D B
R O
O K
N J
G R
E E
N B
R O
O K F
L O
O D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T
G-001 k a w k a w
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R of Engineers
US Army Corps
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
A N
S I
D
P L
O T
T E
D B
Y
New York District
Number
Reference
Sheet
J u n e
W
D S -1
-R -0 h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
A m m e n d O p ti o n f o r
U p p e r p o rt io n r e p a ir w o rk
55.0
60.0
65.0
70.0
50.0
45.0
020406080
STA 5+00
2.5
LINE
REFERENCE
(53.45)
BOTTOM
CHANNEL
(53.65)
REVETMENT
TOE OF
(62.65)
REVETMENT
TOP OF
H E
IG
.0
R E
V E
T M
E N
T
55.0
60.0
65.0
70.0
50.0
45.0
020406080
STA 5+50
2.5
H E
IG
.5
R E
V E
T M
E N
T
(62.1)
REVETMENT
TOP OF
(53.60)
REVETMENT
TOE OF
LINE
REFERENCE
(53.10)
BOTTOM
CHANNEL
55.0
60.0
65.0
70.0
50.0
45.0
020406080
STA 6+00
(64.2)
REVETMENT
TOP OF
(54.20)
REVETMENT
TOE OF
H E
IG
.0
R E
V E
T M
E N
T
EXISTING
MATCH
LINE
REFERENCE
(52.60)
BOTTOM
CHANNEL
(typ.)
FABRIC
FILTER
0 5
SCALE: 1’’= 5’
10FT 5 C-307
S T
A t o
C R
O S
S S
E C
T
IO
N
Sheet 41 of 44
E
G T E
A S
T S
T
C L
O S
U R
E G
A T
E B
L O
C K A
N D T
A C
K L E
S E
G U E
M E
R G
E N
C Y S
T R
E A
M B
A N
K R
E S
T O
R A
T
R O
U G
H O
F B
O U
N D B
R O
O K
N J
G R
E E
N B
R O
O K F
L O
O D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T
G-001 k a w k a w
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R of Engineers
US Army Corps
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
A N
S I
D
P L
O T
T E
D B
Y
New York District
Number
Reference
Sheet
J u n e
W
D S -1
-R -0 h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
A m m e n d O p ti o n f o r
U p p e r p o rt io n r e p a ir w o rk
ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS REMARKSBLOWS
6"
S A
M P
L E
N U
M B
E R
65.0’
BB-3 633815
2030951
6/29/95
0.5’
Topsoil @ 0.0-
Silt (SM)
Brown, fine, SAND. some and Sand (GM)
Brown GRAVEL. some Silt
Gravel (SM)
Brown SAND. some Silt and
Sand (CL)
Brown, lean, CLAY. some fractured, SHALE
Red-brown, highly
2.0
9.0
13.0
17.0
TD = 22.0’
REC. 4.3’
CUT 5.0’
C1 17.0-22.0’
*5.0
*5.5
*8.0
*8.0
*7.5
* Drill Rate
S1
S2
S3
S4
S5
S6
S7
S8100
G S
G S
G A
L V
E
S T
O
R U
C T
U R
E
G A
L V
E
S T
O
R U
C T
U R
E
A I
N L I
N C
E
H E
A D
W A
P
R
E A
R V
E Y
U N
D
N S
T R
U C
T I
O N
R I
P
R
E A
R V
E Y
U N
D
N S
T R
U C
T I
O N
I N
V E
R T
P I
C E
N T
E R
L I
T C
H
E
L V
E
I N
V E
R T
I
N A
C C
E S
S I
B L
E
F L
E
L V
E
T O
P
A I
N A
C K
I N
V E
R T
I
N A
C C
E S
S I
B L
E
F L
E
L V
E
T O
P
A I
N A
C K
C O
N C
R E
R O
N
E
L
U T
E
I
D G
E
A I
N L I
N C
E
H E
A D
W A
ASPHALT PATH ASPHALT PATH
S T
A
R C
P
E X I
S T
E N
P E
U N
A B
N F I
R M
555555
55 55 55
55 55
X
P O
E
P O
B
60606060
0 60
60 60
60 60 60
X
X X
XX
X
X
A B
U T
M E
N T 65
65 65
65 65 65
65 65
A B
U T
M E
N T
S P I
L L
W
R O
N
Z
E
N
R E
B
A
P
7070707070
75 75
Z
E
N
R E
B
A
P
B-603 Sheet 42 of 44
NOTES:
1. SEE SHEET B-001 FOR BORING LEGEND AND NOTES.
0 30 30 60FT
SCALE: 1’’= 30’
BB3
B O
R
IN
G L
O G A
N D L
O C
A T
IO
N M
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