Green_Brook_Segment_B-2_(W912DS-16-B-0019).pdf
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- Attached to
- Green Brook Flood Risk Management Project-Segment B2 Federal contract opportunity
- Solicitation number
- W912DS-16-B-0019
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W912DS-16-B-0019 PLANS
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Bid_Abstract_-_W912DS-16-B-0019.pdf | ||
| W912DS-16-B-0019_Amendment_0013.pdf | ||
| W912DS-16-B-0019_Amendment_0012.pdf | ||
| W912DS-16-B-0019-0011.pdf | ||
| W912DS-16-B-0019-0010.pdf | ||
| W912DS-16-B-0019-Amendment_0009.pdf | ||
| 01_22_00.00_10.pdf | ||
| 02_32_00.pdf | ||
| Green_Brook_Segment_B-2_Amend_8_Drawings.pdf | ||
| W912DS-16-B-0019-Amendment.pdf | ||
| W912DS-16-B-0019-0006.pdf | ||
| W912DS-16-B-0019-0005.pdf | ||
| W912DS-16-B-0019-0004.pdf | ||
| W912DS-16-B-0019-0003.pdf | ||
| W912DS-16-B-0019-0002.pdf | ||
| Green_Brook_B2_AMEND_2.pdf | ||
| GB_SEGB1B2S-201-Default-000.pdf | ||
| final-report-URS-geotech.pdf | ||
| GB_SEGB1B2S-501-Default-000.pdf | ||
| FHA_and_FWI_Permit_.pdf | ||
| GB_SEGB1B2S-502-Default-000.pdf | ||
| W912DS-16-B-0019_AMENDMENT_0001.pdf | ||
| EM_1110-2-6056.pdf | ||
| Green_Brook_Segment_B-2_SPECIFICATIONS.pdf | ||
| W912DS-16-B-0019_SOLICITATION.pdf |
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N A
S
N A
S
N A
S
G-001
M I
D D L E S E
X
C
O
Project Location
S O
M E R S E T
C
O
LOCATION MAP
D E
L A
W A
R E
R H
O D
E
I
S L el a w e a r v e
Lon g I sla nd
Sou nd
Cape
Cod
Bay
Blo ck
I S oun d
Nantucket Sound
Montauk Point
Lon g I sla nd
N E W Y O R K MASSACHUSETTS
CONNECTICUT
P E
N N
S Y
L V
A N I
A
N
H u d s o n R
D
R i r JERSEY
NEW
T
IT
L E A
N D I
N D
E X S
H E
E T
G B S
E G
B
B
G .d g n
GREEN
BROOK
B O
U
D
B R
O O
K
UNIO
B O
U N
D
B R
O O
K
R
D
MIDDLESEX
BORO OF
GREEN BROOK
TWP. OF
G R
E E
O O
K R
D
AVE.
VICINITY MAP
BOROUGH OF MIDDLESEX AND GREEN BROOK TOWNSHIP, NEW JERSEY
GREEN BROOK SUB-BASIN OF THE RARITAN RIVER
This Project
15 AUGUST 2016
W912DS-16-B-0019
SEGMENT B-2 CONTRACT
FLOOD RISK MANAGEMENT REDUCTION PROJECT
GREEN BROOK
DATE
DATE
DATE
APPROVED BY:
scope of their employment as required by ER 1110-1-8152.
and registration designations of individuals appear on these project documents, within the
This project was designed by the U.S. Army Corps of Engineers. The initials or signatures
OF ALL DRAWINGS IN THIS SET AS INDEXED ON THIS SHEET
SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION AND APPROVAL
CHIEF, DESIGN BRANCH
CHIEF, ENGINEERING DIVISION
APPROVAL RECOMMENDED BY:
APPROVAL RECOMMENDED BY:
CHIEF, CIVIL ENGINEERING DESIGN SECTION
JOHN M. WONG, P.E.
ENCER R. SHAFFER, P.E.
ARTHUR J. CONNOLLY, P.E.
S O
L
IC
IT
A T
IO
N N
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2 3
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A
B
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IL
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D A
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M A
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R
IP
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N
C O
N T
R A
C T N
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IDENTIFICATION
SHEET
D A
T E
A P
P R fiof Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
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IS
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ID
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X A
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R E
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W P
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N E
W Y
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K D
IS
T R
IC
T
N E
W Y
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K
N E
W Y
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K
New York District
S E
G M
E N
T B -2 C
O N
T R
A C
T
S U
B -B
A S
IN
O
F T
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IT
A N R
IV
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D E
S
IG
N E
D B
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SHEET OF
A
U G
U S
T
A
U G
NTS NTS
0 30 30 60FT
HORIZ SCALE: 1’’= 30’
07.5 7.5 15FT
VERT SCALE: 1" = 7.5’
3.25
0 30 30 60FT
SCALE: 1’’= 30’
Note: Levee detail shown on Sheet C-507.
HANDHOLE
EXISTING HANDHOLE
EXISTING
0.57%
22+00 23+00 24+00
3 3
T
L
V
S T
A
T
P
F
V
E R
F L
W
T C
H
C H
A N
N
S T
A
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F L
T C
H
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A N
N
S T
A
B O
T T
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F L
T C
H
GEOTEXTILE
NON-WOVEN
REMOVE
REVETMENT PROTECTION
REMOVE RIPRAP 9" D50
RELOCATE CONDUIT
EXISTING
R=35’(TYP.)
REMOVE PAVEMENT
INTERIOR DRAINAGE SWALE
BOTTOM OF EXISTING
0.57%
22+00 23+00 24+00
T
V
S T
A
T
E R
F L
T C
H
T
V
S T
A
T
E R
F L
T C
H
INTERIOR DRAINAGE SWALE
BOTTOM OF EXISTING
EXISTING
PAVEMENT
FINAL VIEW
T
V
S T
A
T
E R
F L
T C
H
AT >
EL. 38.87
NOTCH
OVERFLOW
EXISTING
FILL
EMBANKMENT
CONDUIT
RELOCATE
LIMITS OF RAISED WEIR (STA. 22+63.6 TO 24+30)
ORIGINAL GRADE ORIGINAL GRADE
LIMITS OF LEVEE WEIR (STA. 22+40 TO 24+30)
N A
S
N A
S
N A
S
C-103
S E
G M
E N
T B -1
L E
V E
E W
E
IR
R
A
IS
IN
G G
B S
E G
B
B
C .d g n
P L
A N A
N D P
R O
F
IL
E
(LOOKING NORTH)
SEGMENT B-1 LEVEE WEIR ELEVATION VIEW
(NOT AS-BUILT)
EXISTING SEGMENT B-1 LEVEE WEIR PLAN VIEW (LOOKING WEST) NTS
EXISTING SEGMENT B-1 LEVEE WEIR ELEVATION VIEW
EL. 49.78
STA. 22+50
OVERFLOW NOTCH
TOP OF
S L
O P
E
S L
O P
E
S L
O P
E
EL. 49.50
PVI STA. 21+80
EL. 38.87
STA. 22+83
OVERFLOW NOTCH
BOTTOM OF
157.5’
EL. 38.87
STA. 23+28
> OVERFLOW NOTCH
EL. 38.87
STA. 23+73
OVERFLOW NOTCH
BOTTOM OF
EL. 50.38
STA. 24+07.5
OVERFLOW NOTCH
TOP OF
EL. 50.60
PVI STA. 24+63.48
S L
O P
E
S L
O P
E
TOP OF LEVEE
RIPRAP 9" D50
LEVEE TOE SWALE
2’ WIDE VEGETATED
EL. 49.50
PVI STA. 20+60
S L
O P
E
S L
O P
E
PUMP STATION GL-4
N 638300
E
N 638300
E
N
INV.
.64
INV.
.29
C
IP
Wetland L imits
IN
V.
9.
IN
V.
0.
CHAMBER
VERITCAL PIPE
WATER
W
21+00
22+00
23+00
24+00
25+00 W
Dispose Riprap
Remove and
FINAL VIEW
shown in the
Elevation as
Full Design and Raise to
Remove Pavement
S O
L
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IT
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N N
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D W
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B
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C A
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D A
T E
M A
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D E
S C
R
IP
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N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R fiof Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
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IS
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U E D
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X-000
G R
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ID
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X A
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R E
E N B
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W P
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W Y
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T R
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N E
W Y
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K
N E
W Y
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K
New York District
S E
G M
E N
T B -2 C
O N
T R
A C
T
S U
B -B
A S
IN
O
F T
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A R
IT
A N R
IV
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D E
S
IG
N E
D B
Y
SHEET OF
A
U G
U S
T
A
U G
31.0
31.2
31.2
31.3
31.6
31.6
31.7 31.8
31.8
31.8
31.8
31.9
32.1
32.1
32.2
32.2
32.2
32.4
32.4
32.4
32.5
32.6
32.7
32.7
32.8 32.9
33.7
33.7
33.8
34.1
35.1
GREEN BROOK FLOW
RCP @ 0.62%
3’
8’
NTS
SHEETPILE CUTOFF WITH TURF REINFORCEMENT MAT (MAT)
OHW
TRM
E
C B
P os tP os t P os t
MH
M H
M H
M H
P
IN
V
.8
R
IM
.5
G R
.9
WASHINGTON AVE
IN
V
.9
IN
V
.9
W e t la n d im it s
.01
INV
IN
V
.9
15" R
CP
IN
V
.9
R C P
G R
.8
RIM
.54
RCP
R
IM
.0
V E R
IT
C A L
P
IP
E
W A T E R
X
FF 42.73
41.85
42.02
X
X
X
X
X
41.
41.
FF
41.
X
X X
42.50
43.27
FF 43.
R
IM
.6
IN
V
N
A
P o s t
P o s t
W
C B
S
S
S
D R
Y W E L L
IN
V
.1
MOVABLE
BALL
NET
M H
A B
A N
D O
N E D
G a s
1/
2:
1 SLOPE
S L
O P E
S L
O P E5
1/
2:
1 SLOPE
S L
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S L
O P E5
E
E
N
N
N
N
E
E
E
N
N
N
N
N
N
N
N
N
N
E
E
E
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E
E
E
E
E
N
N A
S
N A
S
N A
S
GREEN BROOK
G R E E
N
B R
O O
K
030 30 60
SCALE: 1"=30’
3’ wide swale
2’ wide swale into
Transition Existing
LEGEND
Grade to Drain
Levee Toe
Flow
Longitudinal Grade (1.51%)
Fill
Swale Bottom
Slope (Top to Bottom)
R = 22.75
R = 22.75
G B S
E G
B
B
C .d g n
C-105
S
IT
E P
L A
N L E
V E
E S
Y S
T E
M to Station 28+00 Pavement as needed Restore Existing
S O
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N N
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N
C O
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R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R fiof Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
IS
S
U E D
A T
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X-000
G R
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N B
R O
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L O
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K M
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C T
B O
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ID
D
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X A
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K
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W Y
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New York District
S E
G M
E N
T B -2 C
O N
T R
A C
T
S U
B -B
A S
IN
O
F T
H E R
A R
IT
A N R
IV
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D E
S
IG
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D B
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SHEET OF
A
U G
U S
T
A
U G
+0
34+4934+49
E l
30+00
SEE
PLAN
SHEET
C-
START
STA.
7+9
REALI
GN
EXI
STI
NG
SEGMENT
B-
LEVEE
W E I
S
H
E
T
M A I
N
E X
C E
V E
E
E X I
S T I
G M
E
V
34+00
31+00
NORTHINGNORTHINGNORTHING
2044955.77638113.342
2045003.90638099.141
.3
.4
.7
.9
1.2
1.4
1.4
1.6
1.6
1.6
1.9
.1
.2
.7
.8
.8
.8
.8
.9
.9
.1
.2
.2
.5
.5
.7
.7
.7
.0
.2
.3
.3
2’
.7
.2
.4
.1 be approved by COR
Grade to swale to w/ utility owner
Contractor to coordinate
Invert n/a
Existing Abandoned MH
.6
.7
33+00
39 39
.3
.9
.1
.4
.5
.8
1.2
.3
32+00
.4
.7
.8
.8
.7
POINT EASTINGPOINT EASTINGPOINT EASTING
SWALE ALIGNMENT DATA - TRANSITION AREA
.0
6 4
.2
.1
Top of Floodwall
Sta 28+00 to 34+49
Grassed Top of Levee
Cutoff Wall
TRM
Sheetpile Cutoff
5’
2.5
ANCHOR VARIES
LENGTH OF
(8’ DEEP MIN.)
INSPECTION TRENCH
EXISTING GRADE
SWALE BOTTOM
Varies
EL. 34
EL. 15
S L
O P
E
S L
O P
E
32.00
30.00
X
32.00
X X
32.00
X
C-106
SHEET OF 14
G B S
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B
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A
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C O
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6’ WOOD PI
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W O
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.2
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.9
.5
P
IC
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T
F E
N C
E
W O
X
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.8
.0
X
X
X
X
X
1.4
1.5
F F
1.8
X
X
X
.5
.2
F F
.6
X
X X
X
X X
41.48
41.63
BASEMENT 38.75
42.60
42.59
FF 42.64
XX
X
X
LOT 1
LOT 2
LOT 1
LOT 2
LOT 3
20’ JO
INT MEETING SEWER R.O
.W.
LOT 2
S A
N
IT
A R
Y
S
E W
S E
M E
N T
R .O .W
E X
IS
T
IN
E
E X
IS
T
E
EXISTING LIN
E
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 12
LOT 13
LOT 15
LOT 16
LOT 17
LOT 18
LOT 21
LOT 2
LOT 14
LOT 1
LOT 16
LOT 19
LOT 21A
LOT 1
LOT 18
LOT 15
LOT 21
LOT 23
LOT 13
LOT 11
(50’ R.O.W
EXISTING LINE
EXISTING LINE
BLOCK 3
BLOCK 7
0-
F
BLOCK 7
0-
F
BLOCK 7
0-
F
BLOCK 3
BLOCK 7
0-
F
Iron Pip e ( fd.)
Iron Pip e ( fd.)
Iron Pip e ( fd.)
15’ SANITARY SEWER R.O.W.
TO
W
N S H
IP
O
F G R
EEN
B R
O O
K
M
ID
D
LE
EX
R
O U
G H
GREENBROOK
Post
Post
Post
W O
O D
P
IC
K E
T
F
E N
C E
4’ C.L.F.
4’ C.L.F.
M O
V A
B L E
B
A L L
N E T
C .L .F
4’ C.L.F.
V
IN
Y L
FE
N C E
C .L .F
6’ V
IN
YL
FE
NCE
MH
V
IN
Y L
F
E N
C E
5’ C.L .F.
6’
VIN
YL F
ENCE
C .L .F
5’ C.L.F.
C .L .F
ABANDONED
Protection
Inlet
Protection
Inlet
Inlet Protection
Net Structure
Remove Ball
Remove Structure
General Notes:
free of dirt and debris at all times.
rights-of-way or existing pavement. Roads and walks shall be entrance to reduce the tracking of sediment on to public
7. The Contractor shall maintain a stabilized construction and shall be performed during site/earthwork construction.
indicated on this drawing. Turbidity monitoring may be required, from sediment laden water entering the storm drain system as work is to be performed. Existing catch basins shall be protected be installed along slope contours and down the slope from where installed before intiating construction work. Silt fence shall
6. Erosion and sediment control protection measures shall be shown provided on C-102.
5. Clearing is limited to the areas within the project limits
COR for review and approval.
the Contractor. The Contractor shall submit a stakeout to the filled and the limits of existing wetlands shall be staked by area to be cleared and grubbed, including the area to be
4. Prior to any work on the site, the project limits and the relocated by the Contractor at no cost to the Government.
inadequate or erroneous survey layout shall be properly construction work improperly constructed as a result of of disturbance as indicated in these contract drawings. All control within the project limits and confirm the site limits
3. The Contractor shall establish the horizontal and vertical layout.
and so forth). Refer to Sheet C-104 for the utility locaton the accuracy of all utility locations (MCI fiber optic line, The Contractor is responsible for independently verifying the locations are approximate and not necessarily complete.
field survey or obtained from available records. Therefore,
2. Locations for the existing utilities were established by ambiguities which appear to exist.
and notify the COR immediately regarding any discrepancies or
1. The Contractor shall review the plans and specifications
SECTION 35 41 00
SECTION 35 31 19.20
SECTION 32 31 13
SECTION 32 12 16
SECTION 32 11 27
SECTION 31 11 26
SECTION 31 41 16
SECTION 31 00 00
SECTION 05 50 14
SECTION 05 05 23
SECTION 03 31 01.00 10
SECTION 03 20 00.00 10
SECTION 03 11 13.00 10
features:
tolerances listed in the specifications for the following project
13. Construction Tolerances. The Contractor shall comply with the and sheetpile.
vertical control for the elevation and location of the floodwall
12. Walls. Set stakes or other devices to set the horizontal and typical section.
foot (50’) stations, terrain breaks, and at changes in the and references on both sides of the project baseline at fifty
11. Slope Stakes. The Contractor shall set the slope stakes lines.
be set on a fify foot (50’) grid, and intermediate grade break information and for volume computations. The grade stakes shall the appropriate ties for the purpose of recording as-built
10. Grade Stakes. The Contractor shall create a baseline with control points.
The Contractor shall be responsible for the preservation of the the project control points throughout the life of the contract.
9. The Contractor shall establish and check on a weekly basis
Gate and Pavement at close of contract
Secure Chain Link Gate; Restore
Remove Gate and Replace with weir area and geotextile in levee riprap, pavement, Remove and dispose of
Concrete Block Area
Protect Articulated and Riprap the Gabion Berm
Remove and dispose of Riprap on levee
Remove and dispose
28+00
Remove pavement
Remove Guiderail
Structure
Remove and replace with utility owner of abandoned manhole
Coordinate relocation
Replace Structure
Remove and chain link fence (160LF)
Remove and Replace
(110LF)
chain link fence
Remove and Replace fence (40 LF) chain link
Remove and Replace
B
S L
O P
E S
L O
P E
S L
O P
E S
L O
P E
SLOPE
4:1
SLOPE
5:1
S L
O P
E
S L
O P
E S
L O
P E
S L
O P
E
S L
O P
E
S L
O P
E
S L
O P
E
X
X
X
X
49.50
49.90
49.20
X
49.20
X 49.50
X 49.50
X 49.50
X49.90
34.50 X
W
X 49.90
(C)
(C)
C
(F)
5(F
H
P
X
L.P.
(F)
F
F
C
X
X
X
X
X
49.50
49.90
49.20
X
49.20
X 49.50
X 49.50
X 49.50
X49.90
34.50 X
W
X 49.90
S L
O P
E S
L O
P E
S L
O P
E S
L O
P E
SLOPE
4:1
SLOPE
5:1
S L
O P
E
S L
O P
E S
L O
P E
S L
O P
E
S L
O P
E
S L
O P
E
S L
O P
E
D
C B
C B
C B
C
D
050 50 100
SCALE: 1"=50’
as appropriate perimeter of work site
Fence barrier around
Establish Chain Link
29.3
30.4
30.5
30.7
30.7
30.9
31.0
31.1
31.1
31.2
31.2
31.2
31.2
31.3
31.4
31.6
31.6
31.6
31.7
31.8
31.8
31.8
31.8
31.8
31.9
31.9
31.9
32.1
32.1
32.1
32.2
32.2
32.2
32.2
32.3
32.432.4
32.4
32.5
32.6
32.7
32.7
32.7
32.8
32.8
32.8
32.8
32.8
32.8
32.9
32.9 vinyl fence (100LF)
Remove and Replace
33.1
33.1
33.1
33.1
33.2
33.2
33.5
33.5
33.6
33.6
33.7
33.7
33.7
33.7
33.8
33.8
34.2
34.2
34.3
34.3
34.5
34.6
34.7
35.1
35.2
35.4
36.1
37.9
38.3
38.6
38.7 fence (150LF)
4’ chain link
Remove and replace
39.1
39.2
39.3
39.9
40.1
40.1
40.2
40.2
40.2
40.4
40.5
40.5
40.6
40.8
40.8
40.9
41.2
41.4
41.6
42.3
42.3
42.6
42.8
42.9
43.2
43.3
43.4
43.4
43.4
43.6
44.1
44.1
44.2
44.5
44.5
44.6
44.7
44.8
44.8
45.7
46.0
46.2
46.6
47.1 47.2
48.1
49.8
Replace Shed
Remove and
Replace Shed
Remove and 5%
16.7
40.3
@ 0.62%
V E
E S
Y S
T E
M P
R O
F
IL
E
C-201
G B S
E G
B
B
C .d g n
N A
S N
A S
N A
S
025 25 50FT
SCALE: 1"=25’
12.5
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 C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R fiof Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
IS
S
U E D
A T
E
X-000
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
B O
R
O F M
ID
D
L E
S E
X A
N D G
R E
E N B
R O
O K T
W P
N J
N E
W Y
O R
K D
IS
T R
IC
T
N E
W Y
O R
K
N E
W Y
O R
K
New York District
S E
G M
E N
T B -2 C
O N
T R
A C
T
S U
B -B
A S
IN
O
F T
H E R
A R
IT
A N R
IV
E R
D E
S
IG
N E
D B
Y
SHEET OF
A
U G
U S
T
A
U G
El 51.50 Sta 29+30 B-1 Levee End of Existing
S t a o p l
L e v e n s t r u c t i o n
B e g i g m e t
E l
P
I a
27+50
Existing 2’ Wide Swale
Transition 3’ Wide Swale into
Temporary Berm Tie-Off
Remove Existing B-1
28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
42.41 51.7034+49.0042.4451.6934+27.0019
42.44 51.6934+27.0042.1151.6834+05.0018
42.11 51.6834+05.0041.7751.6733+83.0017
41.77 51.6733+83.0041.4451.6733+61.0016
41.44 51.6733+61.0041.1151.6633+39.0015
41.11 51.6633+39.0040.7851.6533+17.0014
40.78 51.6533+17.0040.4551.6432+95.0013
40.45 51.6432+95.0040.1251.6332+73.0012
40.12 51.6332+73.0039.7951.6232+51.0011
39.79 51.6232+51.0039.4651.6232+29.0010
39.46 51.6232+29.0039.1251.6132+07.009
39.12 51.6132+07.0038.7951.6031+85.008
38.79 51.6031+85.0038.4651.5931+63.007
38.46 51.5931+63.0038.1351.5831+41.006
38.13 51.5831+41.0037.8051.5731+19.005
37.80 51.5731+19.0037.8051.5630+97.004
37.80 51.5630+97.0038.6451.5630+75.003
38.64 51.5630+75.0047.4451.5530+53.002
47.44 51.5530+53.00 -- 51.5430+31.001
El 51.54
Sta 30+42.73
End of B-2 Levee
S t a
F l o o d w a n s t r u c t i o n
B e g g m e
2.5
2.5
Monolith ID
S t a
F l o o d w a n s t r u c t i o n
E g m e
Existing
Grade -0.57%
Fill El. 37.8
Approx. Limits
S t a
C u t o f l l
S t a
C u t o l l
S t a
L e v n s t r u c t i o n
E g m e
27+50
Existing Grade
Trench Invert
Top El. 45
Approx. Swale Invert
Material Embankment
Overtopping Area B-1 Levee Protect Existing
S t a t t o m E x i s t i g w a l e to Design Grade Place Embankment Material on Sheet C-105 and replace to limits Remove Top Surface from Centerline Berm Offset construction work to be relocated by others prior to
Approx. Projected MCI conduit alignment,
3. Refer to Sheet S-201 for the Structural Profile.
2. Refer to Sheets C-103 and C-104 for Plan View information.
as part of the pre-survey and prior to clearing and grubbing operations.
1. The Contractor is responsible for surveying the as-built conditions
Notes:
BEGIN STATION END STATIONWALL EL. (FT)
BEGIN TOP OF
WALL EL. (FT)
END TOP OF
SEGMENT B-2 GENERAL FLOODWALL DATA
MONOLITH
WALL EL. (FT)
BEGIN TOE OF
WALL EL. (FT)
END TOE OF
BEGIN STATION END STATIONWALL EL. (FT)
BEGIN TOP OF
WALL EL. (FT)
END TOP OF
SEGMENT B-2 GENERAL FLOODWALL DATA
MONOLITH
WALL EL. (FT)
BEGIN TOE OF
WALL EL. (FT)
END TOE OF
2.5
2.5
2.5
0.50%
EX. SLOPE
2.5 2.5
10’
PLACING EMBANKMENT FILL
STRIP EXISTING TOPSOIL BEFORE
0 25 50 75 100-25-50-75-100
STA 23+00
(EXPOSED)
RIVERSIDE
PROTECTED
0 25 50 75 100-25-50-75-100
STA 23+50
(EXPOSED)
RIVERSIDE
PROTECTED
0 25 50 75 100-25-50-75-100
STA 24+00
(EXPOSED)
RIVERSIDE
PROTECTED
design elevations.
2. Refer to the Profile on Sheet C-201 for the levee
1. Refer to Sheet C-104 for the Site Plan.
NOTES:
NEW LEVEE
NEW LEVEE
PLACING EMBANKMENT FILL
STRIP 1’ BELOW TOPSOIL BEFORE
0.50%
EX. SLOPE
0.50%
EX. SLOPE
0.50%
EX. SLOPE
2.5
10’
NEW LEVEE
RESTORE SWALE
PAVE TOP OF LEVEE
RAISE TO EL. 50.54
EMBANKMENT FILL
EXISTING GRADE
EXISTING GRADE
RESTORE SWALE
PAVE TOP OF LEVEE
RAISE TO EL. 50.31
10’
EMBANKMENT FILL
EXISTING GRADE
EMBANKMENT FILL
RESTORE SWALE
PAVE TOP OF LEVEE
RAISE TO EL. 50.09
REMOVE PAVEMENT
REMOVE RIPRAP 9" D
REMOVE RIPRAP 9" D
REMOVE PAVEMENT
REMOVE PAVEMENT
0 10 10 20FT
SCALE: 1’’= 10’
N A
S
N A
S
G B S
E G
B
B
C .d g n
N A
S
C-301
L E
V E
E S
Y S
T E
M
C R
O S
S -S
E C
T
IO
N S
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 C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R fiof Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
IS
S
U E D
A T
E
X-000
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
B O
R
O F M
ID
D
L E
S E
X A
N D G
R E
E N B
R O
O K T
W P
N J
N E
W Y
O R
K D
IS
T R
IC
T
N E
W Y
O R
K
N E
W Y
O R
K
New York District
S E
G M
E N
T B -2 C
O N
T R
A C
T
S U
B -B
A S
IN
O
F T
H E R
A R
IT
A N R
IV
E R
D E
S
IG
N E
D B
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SHEET OF
A
U G
U S
T
A
U G
0 25 50 75 100-25-50-75-100
*STA 28+00
0 25 50 75 100-25-50-75-100
*STA 28+50
0 25 50 75 100-25-50-75-100
STA 29+00
10’
10’
3’ (typ.)
3’ (typ.)
2.5 2.5
2.5 2.5
2.5
Gr ad e
Gra de
(EXPOSED)
RIVERSIDE
PROTECTED
(EXPOSED)
RIVERSIDE
PROTECTED
(EXPOSED)
RIVERSIDE
PROTECTED
PAVED TOP EL. 51.24
PAVED TOP EL. 51.34
PAVED TOP EL. 51.44
RESTORED LEVEE
2.5
REMOVE EX. PAVED B-1 LEVEE TOP
REMOVE EX. B-1 LEVEE
NOTES:
10’
0 10 10 20FT
SCALE: 1’’= 10’
2.5
2.5
RESTORED LEVEE
PLACING EMBANKMENT FILL
STRIP EXISTING TOPSOIL BEFORE
PLACING EMBANKMENT FILL
STRIP 1’ BELOW TOPSOIL BEFORE
RESTORED LEVEE
*Implement only if levee is damaged and requires repair.
design elevations.
2. Refer to the Profile on Sheet C-201 for the levee
1. Refer to Sheet C-104 for the Site Plan.
PLACING EMBANKMENT FILL
STRIP EXISTING TOPSOIL BEFORE
PLACING EMBANKMENT FILL
STRIP 1’ BELOW TOPSOIL BEFORE
EXISTING GRADE
(NOT SHOWN)
CONNECT TO EXISTING SWALE
EXISTING GRADE
SWALE BOTTOM
FILL TO EL. 40
SWALE BOTTOM
FILL TO EL. 40
EXISTING GRADE
EMBANKMENT FILL
REMOVE EX, GUIDERAIL
N A
S
N A
S
G B S
E G
B
B
C .d g n
N A
S
C-302
L E
V E
E S
Y S
T E
M
C R
O S
S -S
E C
T
IO
N S
S O
L
IC
IT
A T
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N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S C
R
IP
T
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N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
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S U
B M
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T E
D B
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P L
O T S
C A
L E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R fiof Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
IS
S
U E D
A T
E
X-000
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
B O
R
O F M
ID
D
L E
S E
X A
N D G
R E
E N B
R O
O K T
W P
N J
N E
W Y
O R
K D
IS
T R
IC
T
N E
W Y
O R
K
N E
W Y
O R
K
New York District
S E
G M
E N
T B -2 C
O N
T R
A C
T
S U
B -B
A S
IN
O
F T
H E R
A R
IT
A N R
IV
E R
D E
S
IG
N E
D B
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SHEET OF
A
U G
U S
T
A
U G
0 25 50 75 100 125-25-50-75
STA 29+50
0 25 50 75 100-25-50-75
STA 30+00
10’
10’
3’
3’
8’
2.5
2.5
2.5
2.5
Gr ad e
Gr ad e
(EXPOSED)
RIVERSIDE
PROTECTED
(EXPOSED)
RIVERSIDE
PROTECTED
PAVED TOP EL. 51.51
PAVED TOP EL. 51.53
BERM TIE-OFF
REMOVE EX. SEG B-1
REMOVE EXISTING
B-1 LEVEE
NOTES:
for the levee and floodwall design elevations.
2. Refer to the Profiles on Sheet C-201 and Sheet S-201
1. Refer to Sheet C-104 for the Site Plan.
0 10 10 20FT
SCALE: 1’’= 10’
FILL TO EL. 40
EMBANKMENT FILL
EXISTING GRADE
BOTTOM
SWALE
EXISTING GRADE
EMBANKMENT FILL
BOTTOM
SWALE
FILL TO EL. 40
(8’ DEEP MIN)
INSPECTION TRENCH
REMOVE EX. LAYERED
GABION MATTRESS
N A
S
N A
S
G B S
E G
B
B
C .d g n
N A
S
C-303
L E
V E
E S
Y S
T E
M
C R
O S
S -S
E C
T
IO
N S
S O
L
IC
IT
A T
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N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S C
R
IP
T
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N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
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P L
O T S
C A
L E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R fiof Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
IS
S
U E D
A T
E
X-000
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
B O
R
O F M
ID
D
L E
S E
X A
N D G
R E
E N B
R O
O K T
W P
N J
N E
W Y
O R
K D
IS
T R
IC
T
N E
W Y
O R
K
N E
W Y
O R
K
New York District
S E
G M
E N
T B -2 C
O N
T R
A C
T
S U
B -B
A S
IN
O
F T
H E R
A R
IT
A N R
IV
E R
D E
S
IG
N E
D B
Y
SHEET OF
A
U G
U S
T
A
U G
S
N A
S
G B S
E G
B
B
C .d g n
N A
S
C-304
L E
V E
E S
Y S
T E
M
C R
O S
S -S
E C
T
IO
N S
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 C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R fiof Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
IS
S
U E D
A T
E
X-000
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
B O
R
O F M
ID
D
L E
S E
X A
N D G
R E
E N B
R O
O K T
W P
N J
N E
W Y
O R
K D
IS
T R
IC
T
N E
W Y
O R
K
N E
W Y
O R
K
New York District
S E
G M
E N
T B -2 C
O N
T R
A C
T
S U
B -B
A S
IN
O
F T
H E R
A R
IT
A N R
IV
E R
D E
S
IG
N E
D B
Y
SHEET OF
A
U G
U S
T
A
U G
0 25 50 75 100-25-50-75
0 25 50 75
3’
3’
3’
3’ 5’
TOP EL. 51.57 TOP EL. 51.58
8’
8’
8’
2.5 2.5
Gr ad e
Gr ad e
Grade 1
2.5
(EXPOSED)
RIVERSIDE
PROTECTED
(EXPOSED)
RIVERSIDE
PROTECTED
(EXPOSED)
RIVERSIDE
PROTECTED
-10
-10
STA 30+50
-10
-10
-10 -10
EL. 15
EL. -6
(EXPOSED) (EXPOSED)
EL. 15
EL. -6
EL. 15
EL. -6
STA 31+00
STA 31+50
EL. 34
EL. 34 EL. 34
5’
2.5
2.5
-30 -30 30
NOTES:
0 10 10 20FT
SCALE: 1’’= 10’
design elevations.
and Sheet S-201 for the levee and floodwall
2. Refer to the Profiles on Sheet C-201
1. Refer to Sheet C-104 for the Site Plan.
-25
BOTTOM
SWALE
EXISTING GRADE
EMBANKMENT FILL
FILL TO EL. 40
(8’ DEEP MIN)
INSPECTION TRENCH
BOTTOM
SWALE
FILL TO EL. 40
(8’ DEEP MIN)
INSPECTION TRENCH
BOTTOM
SWALE
(8’ DEEP MIN)
INSPECTION TRENCH
EL. 40
FILL TO
OF SWALE
3’ TOP
GRASSED PATH
GRASSED PATH
TOP EL. 51.55
(EXPOSED)
S
N A
S
G B S
E G
B
B
C .d g n
N A
S
C-305
L E
V E
E S
Y S
T E
M
C R
O S
S -S
E C
T
IO
N S
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 C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R fiof Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
IS
S
U E D
A T
E
X-000
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
B O
R
O F M
ID
D
L E
S E
X A
N D G
R E
E N B
R O
O K T
W P
N J
N E
W Y
O R
K D
IS
T R
IC
T
N E
W Y
O R
K
N E
W Y
O R
K
New York District
S E
G M
E N
T B -2 C
O N
T R
A C
T
S U
B -B
A S
IN
O
F T
H E R
A R
IT
A N R
IV
E R
D E
S
IG
N E
D B
Y
SHEET OF
A
U G
U S
T
A
U G
3’
3’
3’
’ 8
TOP EL. 51.60 TOP EL. 51.62
8’
8’
8’
2.5
2.5
2.5
(EXPOSED)
RIVERSIDE
PROTECTED
(EXPOSED)
RIVERSIDE
PROTECTED
(EXPOSED)
RIVERSIDE
PROTECTED
(EXPOSED)
RIVERSIDE
PROTECTED
3’
TOP EL. 51.66
8’
2.5
(EXPOSED)
RIVERSIDE
PROTECTED
-10
0 250
-10
-10
0 250
-10
-10
0-25-50 0
-10
-10
0 25-25-50 0
-10
(EXPOSED) (EXPOSED)
(EXPOSED)
EL. 15
EL. -6
EL. 15
EL. -6
EL. 15
EL. -6
EL. 15
EL. -6
STA 32+00
STA 32+50
STA 33+00
STA 33+50
EL. 34EL. 34
EL. 37
EL. 34.68
5’ 5’
5’ 5’
2.5
2.5
2.5
Gra de
-20 -20
NOTES:
design elevations.
and Sheet S-201 for the levee and floodwall
2. Refer to the Profiles on Sheet C-201
1. Refer to Sheet C-104 for the Site Plan.
0 10 10 20FT
SCALE: 1’’= 10’
BOTTOM
SWALE
PATH
GRASSED
PATH
GRASSED
BOTTOM
SWALE
PATH
GRASSED
BOTTOM
SWALE
PATH
GRASSED
BOTTOM
SWALE
INSPECTION TRENCH
(8’ DEEP MIN)
INSPECTION TRENCH
(8’ DEEP MIN)
INSPECTION TRENCH
(8’ DEEP MIN)
INSPECTION TRENCH
(8’ DEEP MIN)
TOP EL. 51.64
(EXPOSED)
S
N A
S
G B S
E G
B
B
C .d g n
N A
S
C-306
L E
V E
E S
Y S
T E
M
C R
O S
S -S
E C
T
IO
N S
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 C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R fiof Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
IS
S
U E D
A T
E
X-000
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
B O
R
O F M
ID
D
L E
S E
X A
N D G
R E
E N B
R O
O K T
W P
N J
N E
W Y
O R
K D
IS
T R
IC
T
N E
W Y
O R
K
N E
W Y
O R
K
New York District
S E
G M
E N
T B -2 C
O N
T R
A C
T
S U
B -B
A S
IN
O
F T
H E R
A R
IT
A N R
IV
E R
D E
S
IG
N E
D B
Y
SHEET OF
A
U G
U S
T
A
U G
TOP EL. 51.70
8’
8’
(EXPOSED)
RIVERSIDE
PROTECTED
(EXPOSED)
RIVERSIDE
PROTECTED
3’
8’
2.5
(EXPOSED)
RIVERSIDE
PROTECTED
-10
0-50 0
-10
-10
0 25-25-50 0
-10
-10
0 50-50 0
-10
(EXPOSED)
EL. 15
EL. -6
EL. 15
EL. -6
EL. 15
EL. -6
STA 34+00
STA 34+38
STA 34+49
40 40
EL. 37 EL. 37
EL. 37
23.5’
5’ 5’
2.5
2.5
0 10 10 20FT
SCALE: 1’’= 10’
40 40
EL. 45.0
TOP
NOTES:
for the levee and floodwall design elevations.
2. Refer to the Profiles on Sheet C-201 and Sheet S-201
1. Refer to Sheet C-104 for the Site Plan.
0 25-25 00
0000 25-25 00
INSPECTION TRENCH
(8’ DEEP MIN)
INSPECTION TRENCH
(8’ DEEP MIN)
INSPECTION TRENCH
(8’ DEEP MIN)
PATH
GRASSED
BOTTOM
SWALE
(EXPOSED)
TOP EL. 51.68
(EXPOSED)
TOP EL. 51.70
PATH
GRASSED
CUTOFF WALL
NORTHING
S 58°32’15" E 227 - 82045146.94638019.658
S 56°02’57" E 226 - 72045128.17638031.137
S 43°19’53" E 225 - 62045109.92638043.426
S 28°46’53" E 224 - 52045094.82638059.425
S 19°58’33" E 223 - 42045084.23638078.74
S 6°04’23" E 222 - 32045076.72638099.383
S 12°36’40" E 221 - 22045074.39638121.252
----------2045069.58638142.721
NORTHING
S 58°32’15" E 227 - 82045146.94638019.658
S 56°02’57" E 226 - 72045128.17638031.137
S 43°19’53" E 225 - 62045109.92638043.426
S 28°46’53" E 224 - 52045094.82638059.425
S 19°58’33" E 223 - 42045084.23638078.74
S 6°04’23" E 222 - 32045076.72638099.383
S 12°36’40" E 221 - 22045074.39638121.252
----------2045069.58638142.721
4 5
M H
R
IM
.0
7 X
FF
.73
42.
X
X
X
X
.50
.27
FF
3.6
R
IM
.6
A
L O
T
L O
T
L O
T
L O
T
B L
O C
K
F
C B
D R
Y W
E L L
IN
V
.1
MOVABLE
B
ALL
N
ET
V
IN
Y L
F E
N C
E
6’ C .L.
F.
V
IN
Y L
F E
N C
E
M H
6’ VINYL FENCE
C .L .F
V
IN
N C
E
5’ C.L.F.
C .L .F
C .L .F
A B
A N
D O
N E
D
M C I
LI
N E
,1
.1
"2
"1
" 2
4 5
A
B
C D E F G H I J K L
M
NA
B
C D E F G H I J K L
M
N
POINT EASTING COURSE DISTANCE (FT) BEARING
SHEETPILE CUTOFF ALIGNMENT TABLE
POINT EASTING COURSE DISTANCE (FT) BEARING
SHEETPILE CUTOFF ALIGNMENT TABLE
.3
.7
1.
.2
.8
.8
.9
.1
.1
.2
.2
.5
.6
.7
.7
.3
.4
N A
S
N A
S
N A
S
030 30 60
SCALE: 1"=30’
G B S
E G
B
B
C .d g n
C-107
A L
IG
N M
E N
T P
L A
N S
H E
E T P
IL
E C
U T
O F F
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 C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R fiof Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
IS
S
U E D
A T
E
X-000
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
B O
R
O F M
ID
D
L E
S E
X A
N D G
R E
E N B
R O
O K T
W P
N J
N E
W Y
O R
K D
IS
T R
IC
T
N E
W Y
O R
K
N E
W Y
O R
K
New York District
S E
G M
E N
T B -2 C
O N
T R
A C
T
S U
B -B
A S
IN
O
F T
H E R
A R
IT
A N R
IV
E R
D E
S
IG
N E
D B
Y
SHEET OF
A
U G
U S
T
A
U G
.8
.5
.8
.7
.0
S
N A
S
G B S
E G
B
B
C .d g n
N A
S
C-307
C R
O S
S -S
E C
T
IO
N S
C H
A N
N E
L B
E N
D T
R M
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 C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R fiof Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
IS
S
U E D
A T
E
X-000
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
B O
R
O F M
ID
D
L E
S E
X A
N D G
R E
E N B
R O
O K T
W P
N J
N E
W Y
O R
K D
IS
T R
IC
T
N E
W Y
O R
K
N E
W Y
O R
K
New York District
S E
G M
E N
T B -2 C
O N
T R
A C
T
S U
B -B
A S
IN
O
F T
H E R
A R
IT
A N R
IV
E R
D E
S
IG
N E
D B
Y
SHEET OF
A
U G
U S
T
A
U G
(EXPOSED)
RIVERSIDE
0 10 10 20FT
SCALE: 1’’= 10’
(EXPOSED)
RIVERSIDE
0+60
0+70
SECT A-A
SECT B-B
0000 25 50-25-50 00-75-90
(EXPOSED)
RIVERSIDE
-10 -10
00 25 50-25-50 00-75-90
0+60
0+70
SECT A-A
SECT B-B
00000-100
-95
00 0
BOTTOM OF CONCRETE CAP
EL. 34
BOTTOM OF CONCRETE CAP
EL. 34
EL. 16
SHEETPILE CUTOFF
PROTECTED
EL. 34
SHEETPILE CUTOFF
EL. 16
EL. 34
BOTTOM OF CONCRETE CAP
AWD (TYP.)
AWD (TYP.)
-10-10
S
N A
S
G B S
E G
B
B
C .d g n
N A
S
C-308
C R
O S
S -S
E C
T
IO
N S
C H
A N
N E
L B
E N
D T
R M
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 C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R fiof Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
IS
S
U E D
A T
E
X-000
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
B O
R
O F M
ID
D
L E
S E
X A
N D G
R E
E N B
R O
O K T
W P
N J
N E
W Y
O R
K D
IS
T R
IC
T
N E
W Y
O R
K
N E
W Y
O R
K
New York District
S E
G M
E N
T B -2 C
O N
T R
A C
T
S U
B -B
A S
IN
O
F T
H E R
A R
IT
A N R
IV
E R
D E
S
IG
N E
D B
Y
SHEET OF
A
U G
U S
T
A
U G
(EXPOSED)
RIVERSIDE
0 10 10 20FT
SCALE: 1’’= 10’
0+80
0+90
SECT C-C
SECT D-D
(EXPOSED)
RIVERSIDE
-10 -10
00 25 50-25-50 00-75-90
(EXPOSED)
RIVERSIDE
-10 -10
00 25 50-25-50 00-75-90
0+80
0+90
SECT C-C
SECT D-D
PROTECTED
EL. 34
BOTTOM OF CONCRETE CAP
EL. 34
SHEETPILE CUTOFF
EL. 16
SHEETPILE CUTOFF
EL. 34
EL. 16
EL. 34
BOTTOM OF CONCRETE CAP
S
N A
S
G B S
E G
B
B
C .d g n
N A
S
C-309
C R
O S
S -S
E C
T
IO
N S
C H
A N
N E
L B
E N
D T
R M
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 C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R fiof Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
IS
S
U E D
A T
E
X-000
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
B O
R
O F M
ID
D
L E
S E
X A
N D G
R E
E N B
R O
O K T
W P
N J
N E
W Y
O R
K D
IS
T R
IC
T
N E
W Y
O R
K
N E
W Y
O R
K
New York District
S E
G M
E N
T B -2 C
O N
T R
A C
T
S U
B -B
A S
IN
O
F T
H E R
A R
IT
A N R
IV
E R
D E
S
IG
N E
D B
Y
SHEET OF
A
U G
U S
T
A
U G
0 10 10 20FT
SCALE: 1’’= 10’
1+00
1+10
SECT E-E
SECT F-F
-10 -10
00 25 50-25-50 00-75-90
-10 -10
00 25 50-25-50 00-75-90
1+00
1+10
SECT E-E
SECT F-F
(EXPOSED)
RIVERSIDE
(EXPOSED)
RIVERSIDE
PROTECTED
PROTECTED
SHEETPILE CUTOFF
EL. 34
EL. 16
SHEETPILE CUTOFF
EL. 34
EL. 16
AWD (TYP.)
AWD (TYP.)
EL. 34
CONCRETE CAP
BOTTOM OF
EL. 34
CONCRETE CAP
BOTTOM OF
S
N A
S
G B S
E G
B
B
C .d g n
N A
S
C-310
C R
O S
S -S
E C
T
IO
N S
C H
A N
N E
L B
E N
D T
R M
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 C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R fiof Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
IS
S
U E D
A T
E
X-000
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
B O
R
O F M
ID
D
L E
S E
X A
N D G
R E
E N B
R O
O K T
W P
N J
N E
W Y
O R
K D
IS
T R
IC
T
N E
W Y
O R
K
N E
W Y
O R
K
New York District
S E
G M
E N
T B -2 C
O N
T R
A C
T
S U
B -B
A S
IN
O
F T
H E R
A R
IT
A N R
IV
E R
D E
S
IG
N E
D B
Y
SHEET OF
A
U G
U S
T
A
U G
0 10 10 20FT
SCALE: 1’’= 10’
1+20SECT G-G 1+30SECT H-H
1+40SECT I-I 1+50SECT J-J
-10 -10
00 25 50-25-50 00-75
1+20SECT G-G
-10 -10
00 25 50-25-50 00-75
1+30SECT H-H
-10 -10
00 25 50-25-50 00-75
1+40SECT I-I
-10 -10
00 25 50-25-50 00-75
1+50SECT J-J
(RIM 39.66)
FROM PLAN
RIM ELEV.
PROTECTED
(EXPOSED)
RIVERSIDE
PROTECTED
(EXPOSED)
RIVERSIDE
PROTECTED
(EXPOSED)
RIVERSIDE
PROTECTED
(EXPOSED)
RIVERSIDE
SHEETPILE CUTOFF
EL. 34
EL. 16
SHEETPILE CUTOFF
EL. 34
EL. 16
EL. 34
EL. 16
SHEETPILE CUTOFF
EL. 34
EL. 16
AWD (TYP.)
AWD (TYP.)
AWD (TYP.)
AWD (TYP.)
EL. 34
CONCRETE CAP
BOTTOM OF
EL. 34
CONCRETE CAP
BOTTOM OF
SHEETPILE CUTOFF
EL. 35.88
CONCRETE CAP
BOTTOM OF
EL. 36.03
CONCRETE CAP
S
N A
S
G B S
E G
B
B
C .d g n
N A
S
C-311
C R
O S
S -S
E C
T
IO
N S
C H
A N
N E
L B
E N
D T
R M
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 C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R fiof Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
IS
S
U E D
A T
E
X-000
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
B O
R
O F M
ID
D
L E
S E
X A
N D G
R E
E N B
R O
O K T
W P
N J
N E
W Y
O R
K D
IS
T R
IC
T
N E
W Y
O R
K
N E
W Y
O R
K
New York District
S E
G M
E N
T B -2 C
O N
T R
A C
T
S U
B -B
A S
IN
O
F T
H E R
A R
IT
A N R
IV
E R
D E
S
IG
N E
D B
Y
SHEET OF
A
U G
U S
T
A
U G
0 10 10 20FT
SCALE: 1’’= 10’
1+60SECT K-K 1+70SECT L-L
1+80SECT M-M 1+90SECT N-N
-10 -10
00 25 50-25-50 00-75
1+60SECT K-K
-10 -10
00 25 50-25-50 00-75
1+70SECT L-L
-10 -10
00 25 50-25-50 00-75
1+80SECT M-M
-10 -10
00 25 50-25-50 00-75
1+90SECT N-N
PROTECTED
(EXPOSED)
RIVERSIDE
PROTECTED
(EXPOSED)
RIVERSIDE
PROTECTED
(EXPOSED)
RIVERSIDE
PROTECTED
(EXPOSED)
RIVERSIDE
SHEETPILE CUTOFF
EL. 34
EL. 16
SHEETPILE CUTOFF
EL. 34
EL. 16
SHEETPILE CUTOFF
EL. 34
EL. 16
SHEETPILE CUTOFF
EL. 34
EL. 16
AWD (TYP.)
AWD (TYP.)
AWD (TYP.)
AWD (TYP.)
EL. 36.18
CONCRETE CAP
BOTTOM OF
EL. 36.33
CONCRETE CAP
BOTTOM OF
EL. 36.48
CAP
CONCRETE
BOTTOM OF
EL. 36.18
CAP
CONCRETE
LEGEND:
TEMPORARY TURBIDITY BARRIER
SILT FENCE
INLET PROTECTION
S L
O P
E
32.00
30.00
X
32.00
X X
32.00
X
C B
C B
CB
CB
C B
C B
C B
MH
MH
Post
Post Post
Post Post
Post
Post
W
W
W
W
W
W
M H
M H
W
G V
W
MH
W
CB
C B
CB
CB
CB
B
IT
U M
P A
V E
M E
N T
B
IT
U M
P A
V E
M E
N T
8"(D)
16"(D)
13"(D)
BITUM. PAVEMENT
INV 35.59 (
IN)
INV 30.91
INV N.A.
RIM 39.2
G R
.9
IN
V
.5
O U
T
IN
V
.9
G
R
.9
GR 44.67
INV 30.79
(IN)
S
6" WATER
4" GAS
15" RCP
P
10" CIP
R
IM
.9
42" RCP
T E
R
RIM 38.1
INV N.A.
42" RCP
RIM 44.6
INV N.A.
RIM 43.2
INV 31.99
O/PIPE
INV 30.50
24" RCP
INV 30.67
O/PIPE
12" RCP 12" RCP
PAVED DWY.
PAVED DWY.
T E
R
T E
R
T E
R
12" RCP
INV 30.69
OUT
RIM 38.9
INV 35.10
IN
V
.1
IN
V
.1
INV 34.11
RIM 37.81
INV 36.62
IN
V
.6
IN
IN
V
.5
IN
IN
V
.6
IN
GR 41.30
INV 32.60 (OUT)
IN
V
.3
O
U T
G R
.5
12" CM
P
INV 32.98 (12")
18" RCP
IN
V
.4
IN
INV 32.62 (IN)
30"(D)
30"(D)
7"(D) 26"(D)
16"(D)
40"(D)
9"(D)
10"(D)
15"(D)
15"(D)
B
" A
SB.
D
19"(D)
(CAN’T OPEN)
INV 33.61
O/PIPE
INV 35.48 (
OUT)
P
O/PIPE
INV 31.96
(CAN’T OPEN)
(CAN’T OPEN)
8" VCP
42" RCP
P
ABUTMENT
ABUTMENT
1733GBT
BT444GRB
V
IN
N C
E
W O
IC
K
N C
E
6’ WOOD PICKET
6’ WOOD PICKET FENCE
W O
O D
P
IC
K E
T
F E
N C
E
6’ IRON FENCE
IR
N C
E
W O
K
N C
E
W O
K
N C
E
15"(D)
TRIPLET
INV.
.64
EDGE OF DECK
UP61462
UP61463
UP61465
UP6222
U P
NO#
NO#
U P
M B
U P
G B
0G B T
G U
YP
O
LE
61483GBT
61486GBT
61762GB
61487GBT
61488GBT
61489GBT
Wetland L imits
Woods
Woods
Woods
RIM 39.00
INV XX.XX
.1
.5
.9
.9
.5
.1
61732GBT
BT445GRB
VERITCAL PIPE
WATER
8" WATER
GR 37.66
GR 36.97
P
GR 37.13
15"
CMP
P
P
IC
K E
T
F
E N
C E
W O
INV. 33.44
15" RCP
A S
B T
DRAIN
8" ASBT.10"
ASB.
GR 37.66
INV 34.40
(IN)
INV 34.31 (
OUT)
IN
V
.3
IN
IN
V
.0
7INV 33.9
X
X
X
LOT 1
LOT 2
LOT 1
LOT 2
LOT 3
LOT 4
20’ JOINT MEETING SEWER R.O.W.
LOT 1
LOT 20
S A
N
IT
A
W
S E
M E
N T
(50’ R.O.W
(50’ R.O.W.)
(50’ R.O
.W.)
R .O .W
EXISTING LINE
E X
IS
T
E
E X
IS
T
E
EXISTING LINE
EXISTING LINE
LOT 3
LOT 4 LOT 5 LOT 6 LOT 7 LOT 8LOT 2
BLOCK 3
BLOCK 71-A
BLOCK 70-F
BLOCK 70-F
Iron Pipe (fd.)
TOWNSHI
P
OF
GREEN
BROOK
MI
DDLE
SEX
B
OROUGH
CB
CB
CB
W
W
S
S
S
MCI POST
6" WATER
RIM 40.24
INV 36.86
N
RIM 39.75
IN
V
.9 t e r
16 WAT.LINE END
12 WAT.LINE END
12 WAT.LINE END
RIM 38.24
6"
6"
14"
13"
16"
14"
13"&
W
E
,0
,3
E
,0
,5
E
,0
,6
N 638,250
N 638,400
N 638,100
N 637,800
N 637,800
N 637,650
E
,0
,0
E
,0
,2
E
,0
,5
E
,0
,3
E
,0
,2
E
,0
,0
N 637,950
N 638,100
N 638,250
E
,0
,9
E
,0
,9
N 638,400
N 637,650
E
,0
,6
19+00
21+00
22+00
23+00
24+00
25+00
26+00
S L
O P
E S
L O
P E
S L
O P
E S
L O
P E
S L
O P
E
S L
O P
E
S L
O P
E
D
C B
C B
C B
19+00
21+00
22+00
23+00
24+00
25+00
26+00
G R
E E
N B
R O
K
A D
STARLIT
D
RIV
E
LOUISE
AVENUE
STARLIT DRIVE
FLOW
TOWNSHI
P
OF
GREEN
BROOK
MI
DDLE
SEX
B
OROUGH
LOT 1
LOT 2
LOT 1
LOT 2
LOT 3
LOT 4
20’ JOINT MEETING SEWER R.O.W.
LOT 1
LOT 20
(50’ R.O.W
(50’ R.O.W.)
(50’ R.O
.W.)
R .O .W
LOT 3
LOT 4 LOT 5 LOT 6 LOT 7 LOT 8LOT 2
BLOCK 3
BLOCK 71-A
BLOCK 70-F
BLOCK 70-F
GREEN BROOK
GREENBROOK ROAD EAST
7 4
2 4
8 4
V
C
X
X
X
H
P
X
L.P.
X
N
60’
SCALE:1"= 30’
0 30’
O .G .M
W .S
TOP OF LEVEEGL-4 PUMP STATION
LIMIT OF CONTRACTORS WORKING AREA
FLOODWALL
GL-4 CONTROL BUILDING
DRAINAGE STRUCTURE NO. 10
R .U
T .C .M
(TYP.)
SEE SHEET CG502
SILT FENCE
SEE SHEET CG504
INLET PROTECTION
S H
E E
T C
G
S T
A
T C
H L
2’ WIDE GRASSED SWALE
LEVEE WEIR
C-103.
FOR PROPOSED DESIGN FEATURES, SEE SHEET 2.
CONTRACTOR WHEN NO LONGER REQUIRED.
ARE TEMPORARY AND SHALL BE REMOVED BY
ALL SEDIMENT AND EROSION CONTROL MEASURES 1.
NOTES:
ALONG TOP OF TOE DITCH
PLACE SILT FENCE
DRIVEWAY
EXISTING PAVED
PROPOSED STAGING AREA
C O
N T
R O
L P
L A
N
E R
O S
IO
N A
N D S
E D
IM
E N
T
CG101
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 C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R fiof Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D A
N S I
D n o n P
W .d g n
IS
S
U E D
A T
E
X-000
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
B O
R
O F M
ID
D
L E
S E
X A
N D G
R E
E N B
R O
O K T
W P
N J
N E
W Y
O R
K D
IS
T R
IC
T
N E
W Y
O R
K
N E
W Y
O R
K
New York District
S E
G M
E N
T B -2 C
O N
T R
A C
T
S U
B -B
A S
IN
O
F T
H E R
A R
IT
A N R
IV
E R
D E
S
IG
N E
D B
Y
SHEET OF
A
U G
U S
T
A
U G
31.0
31.6
31.8
31.8
32.4
32.7
32.9
33.6
33.7
33.8
34.1
34.2
34.5
34.6
35.1
MH
37.9
37.9
38.3
38.3
38.3
38.4
38.5
38.7
39.1
39.1
39.3
39.4
39.6
40.2
40.2
40.2
40.3
40.5
40.5
40.5
40.9
41.8
42.6
43.2
43.4
43.6
44.2
5% 16.7%
40.3
SEE SHEET CG503 (TYP.)
STABILIZED CONSTRUCTION ENTRANCE
SOIL STOCK PILE AREA
LEGEND:
TEMPORARY TURBIDITY BARRIER
SILT FENCE
INLET PROTECTION
S E
G M
E N
T B -2 L
E V
E E
S E
G M
E N
T B -1 L
E V
E E E
X
IS
T
IN
G
34+49
C B
CB
CB
M H
F la g
P ol e
P os t
P os t
P os t
P os t
MH
M H
M H
W
W
W
M H
P
IN
V
.8
R
IM
.5
G R
.9
STARLIT D
RIVE
IN
V
.9
IN
V
.9
U P
W e t la im it s
.01
INV
IN
V
.9
15" R
CP
IN
V
.9
R C P
G R
.8
RIM
.54
RCP
R
IM
.0
X
FF 42.73
41.85
42.02
X
X
X
X
X
41.
.50
FF
41.
X
X X
42.50
43.27
FF 43
.67
R
IM
.6
IN
V
N
A
L O
T
L O
T
L O
T
L O
T
L O
T
L O
T
L O
T
L O
T
L O
T
L O
T
L O
T
L O
T
L O
T
R .O .W
E X
IS
T
E
E X
IS
T
E
B L
O C
K
F
B L
O C
K
F
Ir o n
P ip e fd
Ir o n
P ip e fd
P o s t
P o s t
W
S
S
S
S
MOVABLE
BALL
NET
4’ C.L.F.
C .L .F
V
IN
Y L
F
E N
C E
6’ C .L.F.
V
IN
N C
E
M
H 6’ VINYL FENCE
C .L .F
V
IN
Y L
F
E N
C E
5’ C.L.F.
C .L .F
C .L .F
A B
A N
D O
N E D
R
IM
.7
M C I
LI
N E
MCI
LIN
E
"1
" 1
"1
"1
N
60’
SCALE:1"= 30’
0 30’
O .G .M
W .S
R .U
T .C .M
TOP OF LEVEE
/2
/2
/1
/2
/1
/2
SHEET CG101
STA. 26+50
MATCH LINE
FLOODWALL
BARRIER SEE SHEET CG501
TEMPORARY TURBIDITY
SEE SHEET CG502
SILT FENCE (TYP.)
SEE SHEET C-301.
3. FOR TURF REINFORCEMENT MAT (TRM) DETAIL,
C-105.
FOR PROPOSED DESIGN FEATURES, SEE SHEET 2.
CONTRACTOR WHEN NO LONGER REQUIRED.
ARE TEMPORARY AND SHALL BE REMOVED BY
ALL SEDIMENT AND EROSION CONTROL MEASURES 1.
NOTES:
LIMIT OF FILL
LIMIT OF CONTRACTORS WORKING AREA
TEMPORARY ACCESS BERM TO BE REMOVED AND AREA TO BE REGRADED
SHEET PILE CUTOFF
C O
N T
R O
L P
L A
N
E R
O S
IO
N A
N D S
E D
IM
E N
T
CG102
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 C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
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New York District
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TURF REINFORCEMENT MAT (TRM)
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32+50
EROSION AND SEDIMENTATION CONTROL NOTES
FREEHOLD SOIL CONSERVATION DISTRICT
SOMERSET - UNION SOIL CONSERVATION DISTRICT
STANDARDS.
HYDRO-MULCH, AS OPPOSED TO STRAW, IS LIMITED TO OPTIMUM SEEDING DATES AS LISTED IN THE NJ
HYDRO-MULCH SHOULD BE APPLIED AT A RATE OF 1500 LBS. PER ACRE IN SECOND STEP. THE USE OF
CONTACT, AND GIVE A VISUAL INDICATION OF COVERAGE. UPON COMPLETION OF SEEDING OPERATION, LIME, ETC., ALONG WITH MINIMAL AMOUNTS OF MULCH TO PROMOTE CONSISTENCY, GOOD SEED TO SOIL
HYDRO SEEDING IS A TWO- STEP PROCESS. THE FIRST STEP INCLUDES SEED, FERTILIZER, 18.
CONSERVATION DISTRICT.
THAT ARISE AS A RESULT OF ONGOING CONSTRUCTION AT THE REQUEST OF THE SOMERSET-UNION SOIL
THE DEVELOPER SHALL BE RESPONSIBLE FOR REMEDIATING ANY EROSION OR SEDIMENT PROBLEMS 17.
CONSTRUCTION PROJECT.
CONTRACTOR IS RESPONSIBLE FOR KEEPING ALL ADJACENT ROADS CLEAN DURING LIFE OF 16.
COMPLIANCE. CONDITIONALS ARE ONLY ISSUED WHEN THE SEASON PROHIBITS SEEDING.
MULCHING TO THE NJ STANDARDS IS REQUIRED FOR OBTAINING A CONDITIONAL REPORT OF 15.
OWNERSHIP.
THE SOMERSET-UNION SOIL CONSERVATION DISTRICT SHALL BE NOTIFIED OF ANY CHANGES IN 14.
SEDIMENT CONTROL STANDARDS.
RE-CERTIFICATION. THE REVISED PLANS MUST MEET ALL CURRENT NJ STATE SOIL EROSION &
SUBMISSION OF REVISED SOIL EROSION AND SEDIMENT CONTROL PLANS TO THE DISTRICT FOR
ANY CHANGES TO THE CERTIFIED SOIL EROSION AND SEDIMENT CONTROL PLAN WILL REQUIRE THE 13.
DRAINAGE SYSTEM BECOMING OPERATIONAL.
CONDUIT OUTLET PROTECTION MUST BE INSTALLED AT ALL REQUIRED OUTFALLS PRIOR TO THE 12.
MUNICIPALITY.
ISSUING A REPORT OF COMPLIANCE FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY BY THE
AROUND INDIVIDUAL LOTS IN SUBDIVISIONS, WILL HAVE TO BE COMPLETED PRIOR TO THE DISTRICT
BEEN COMPLIED WITH FOR PERMANENT MEASURES, ALL SITE WORK FOR SITE PLANS AND ALL WORK
BEFORE THE PROVISIONS OF THE CERTIFIED PLAN FOR SOIL EROSION AND SEDIMENT CONTROL HAVE
IN THAT NJSA 4:24-39 ET SEQ., REQUIRES THAT NO CERTIFICATE OF OCCUPANCY BE ISSUED 11.
NON-VEGETATIVE MEANS OF PERMANENT GROUND STABILIZATION WILL HAVE TO BE EMPLOYED.
COVER. IF THE REMOVAL OR TREATMENT OF THE SOIL WILL NOT PROVIDE SUITABLE CONDITIONS, PERMANENTLY ADJUST THE SOIL CONDITIONS AND RENDER IT SUITABLE FOR VEGETATIVE GROUND
ADEQUATE VEGETATIVE GROUND COVER, SHALL BE REMOVED OR TREATED IN SUCH A WAY THAT WILL
TO BE ACCOMPLISHED, ANY SOIL THAT WILL NOT PROVIDE A SUITABLE ENVIRONMENT TO SUPPORT
AT THE TIME WHEN THE SITE PREPARATION FOR PERMANENT VEGETATIVE STABILIZATION IS GOING 10.
ADVANCE OF ANY LAND DISTURBING ACTIVITY.
THE SOMERSET-UNION SOIL CONSERVATION DISTRICT SHALL BE NOTIFIED IN WRITING 48 HOURS IN 9.
STONE, AT ALL CONSTRUCTION DRIVEWAYS, IMMEDIATELY AFTER INITIAL SITE DISTURBANCE.
TRAFFIC CONTROL STANDARDS REQUIRE THE INSTALLATION OF A 50’X30’X6"PAD OF 1 1/2" OR 2" 8.
DAILY, AS THE INSTALLATION PROCEEDS (I.E.: SLOPES GREATER THAT 3:1)
ANY STEEP SLOPES RECEIVING PIPELINE INSTALLATION WILL BE BACKFILLED AND STABILIZED 7.
ACRE, ACCORDING TO THE NJ STATE STANDARDS.
COMBINATION WITH STRAW MULCH OR A SUITABLE EQUIVALENT, AT A RATE OF TWO (2) TONS PER
TO EROSION (I.E.: STEEP SLOPES, ROADWAY EMBANKMENTS) WILL RECEIVE A TEMPORARY SEEDING IN
IMMEDIATELY FOLLOWING INITIAL DISTURBANCE OR ROUGH GRADING ALL CRITICAL AREAS SUBJECT 6.
PRELIMINARY GRADING.
AREAS WHERE NO UTILITIES ARE PRESENT, THE SUB-BASE SHALL BE INSTALLED WITHIN 15 DAYS OR
OF IMPROVEMENTS IN ORDER TO STABILIZE STREETS, ROADS, DRIVEWAYS AND PARKING AREAS. IN
A SUB-BASE COURSE WILL BE APPLIED IMMEDIATELY FOLLOWING ROUGH GRADING AND INSTALLATION 5.
SEDIMENT CONTROL IN NEW JERSEY.
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE NJ STATE STANDARDS FOR SOIL EROSION AND 4.
DAYS AFTER FINAL GRADING. MULCH WILL BE USED FOR PROTECTION UNTIL SEEDING IS ESTABLISHED
PERMANENT VEGETATION SHALL BE SEEDED OR SODDED ON ALL EXPOSED AREAS WITHIN TEN (10) 3.
STANDARDS
STRAW, OR EQUIVALENT MATERIAL, AT A RATE OF TWO (2) TONS PER ACRE, ACCORDING TO NJ STATE
PREVENTS THE ESTABLISHMENT OF A TEMPORARY COVER, THE DISTURBED AREAS WILL BE MULCHED WITH
CONSTRUCTION TRAFFIC, WILL IMMEDIATELY RECEIVE A TEMPORARY SEEDING. IF THE SEASON
ANY DISTURBED AREAS THAT WILL BE LEFT EXPOSED MORE THAN 30 DAYS AND NOT SUBJECT TO 2.
IS ESTABLISHED.
SOIL DISTURBANCES, OR IN THEIR PROPER SEQUENCE AND MAINTAINED UNTIL PERMANENT PROTECTION
ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE INSTALLED PRIOR TO ANY MAJOR 1.
PROJECT.
MAY OCCUR BELOW STORMWATER OUTFALLS OR OFFSITE AS A RESULT OF CONSTRUCTION OF THE THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR ANY EROSION OR SEDIMENTATION THAT 18.
EROSION AND SEDIMENT CONTROL NOTE #6.
ALL SOIL STOCKPILES ARE TO BE TEMPORARILY STABILIZED IN ACCORDANCE WITH SOIL 17.
SQUARE FEET IS DISTURBED.
CONTROL PLAN MAY BE REQUIRED FOR THESE ACTIVITIES IF AN AREA GREATER THAN 5,000
EROSION AND SEDIMENT CONTROL PLAN. CERTIFICATION OF A NEW SOIL EROSION AND SEDIMENT LOCATED WITHIN THE LIMIT OF DISTURBANCE WILL REQUIRE CERTIFICATION OF A REVISED SOIL THE LIMIT OF DISTURBANCE ACCORDING TO THE CERTIFIED PLAN. STAGING AND STOCKPILES NOT STOCKPILE AND STAGING LOCATIONS ESTABLISHED IN THE FIELD SHALL BE PLACED WITHIN 16.
SHALL BE APPLIED AS REQUIRED BY THE STANDARD FOR DUST CONTROL.
UNTIL THE SURFACE IS WET, TEMPORARY VEGETATIVE COVER SHALL BE ESTABLISHED OR MULCH SHOULD THE CONTROL OF DUST AT THE SITE BE NECESSARY, THE SITE WILL BE SPRINKLED 15.
METHODS USED MUST BE IN ACCORDANCE WITH THE STANDARD FOR DEWATERING.
DURING ALL DEWATERING OPERATIONS TO MINIMIZE SEDIMENT TRANSFER. ANY DEWATERING
UNFILTERED DEWATERING IS NOT PERMITTED. NECESSARY PRECAUTIONS MUST BE TAKEN 14.
THE DRAINAGE SYSTEM BECOMING OPERATIONAL.
CONDUIT OUTLET PROTECTION MUST BE INSTALLED AT ALL REQUIRED OUTFALLS PRIOR TO 13.
WITH A PH OF 5 OR MORE, OR 24" WHERE TREES OR SHRUBS ARE TO BE PLANTED.
LBS/1,000 SQ FT OF SURFACE AREA) AND COVERED WITH A MINIMUM OF 12" OF SETTLED SOIL
PLACED OR BURIED WITH LIMESTONE APPLIED AT THE RATE OF 10 TONS/ACRE, (OR 450
SOIL HAVING A PH OF 4 OR LESS OR CONTAINING IRON SULFIDES SHALL BE COVERD ULTIMATELY IN ACCORDANCE WITH THE STANDARD FOR MANAGEMENT OF HIGH ACID PRODUCING SOILS, ANY 12.
HAVE TO BE EMPLOYED.
SUITABLE CONDITIONS, NON-VEGETATIVE MEANS OF PERMANENT GROUND STABILIZATION WILL
VEGETATIVE GROUND COVER. IFTHE REMOVAL OR TREATMENT OF THE SOIL WILL NOT PROVIDE
THAT IT WILL PERMANENTLY ADJUST THE SOIL CONDITIONS AND RENDER IT SUITABLE FOR
SUPPORT ADEQUATE VEGETATIVE GROUND COVER SHALL BE REMOVED OR TREATED IN SUCH A WAY GOING TO BE ACCOMPLISHED, ANY SOIL THAT WILL NOT PROVIDE A SUITABLE ENVIRONMENT TO
AT THE TIME THAT SITE PREPARATION FOR PERMANENT VEGETATIVE STABILIZATION IS 11.
(10) DAYS AFTER FINAL GRADING.
PERMANENT VEGETATION IS TO BE SEEDED OR SODDED ON ALL EXPOSED AREAS WITHIN TEN 10.
ONTO PUBLIC RIGHT-OF-WAYS WILL BE REMOVED IMMEDIATELY.
ALL SOIL WASHED, DROPPED, SPILLED, OR TRACKED OUTSIDE THE LIMIT OF DISTURBANCE OR 9.
POINTS SHALL BE BLOCKED OFF.
A MINIMUM LENGTH OF TEN FEET (1O’) EQUAL TO THE LOT ENTRANCE WIDTH. ALL OTHER ACCESS STABILIZED CONSTRUCTION ACCESS CONSISTING OF ONE INCH TO TWO INCH (1" -2") STONE FOR
CONSTRUCTION SITE. AFTER INTERIOR ROADWAYS ARE PAVED, INDIVIDUAL LOTS REQUIRE A
PAD OF CLEAN CRUSHED STONE AT POINTS WHERE TRAFFIC WILL BE ACCESSING THE
THE STANDARD FOR STABILIZED CONSTRUCTION ACCESS REQUIRES THE INSTALLATION OF A 8.
WITHIN FIFTEEN (15) DAYS OF THE PRELIMINARY GRADING.
AREAS. IN AREAS WHERE NO UTILITIES ARE PRESENT, THE SUB-BASE SHALL BE INSTALLED
INSTALLATION OF IMPROVEMENTS TO STABILIZE STREETS, ROADS, DRIVEWAYS, AND PARKING
A SUB-BASE COURSE WILL BE APPLIED IMMEDIATELY FOLLOWING ROUGH GRADING AND 7.
AND A MULCH ANCHOR, IN ACCORDANCE WITH STATE STANDARDS.
RECEIVE TEMPORARY SEEDING IN COMBINATION WITH STRAW MULCH OR A SUITABLE EQUIVALENT, SUBJECT TO EROSION (I.E. SOIL STOCKPILES, STEEP SLOPES AND ROADWAY EMBANKMENTS) WILL IMMEDIATELY FOLLOWING INITIAL DISTURBANCE OR ROUGH GRADING, ALL CRITICAL AREAS 6.
PER ACRE, ACCORDING TO THE STANDARD FOR STABILIZATION WITH MULCH ONLY.
WILL BE MULCHED WITH STRAW, OR EQUIVALENT MATERIAL, AT A RATE OF 2 TO 2 YI TONS
IFTHE SEASON PREVENTS THE ESTABLISHMENT OF TEMPORARY COVER, THE DISTURBED AREAS
SUBJECT TO CONSTRUCTION TRAFFIC, WILL IMMEDIATELY RECEIVE A TEMPORARY SEEDING.
ANY DISTURBED AREAS THAT WILL BE LEFT EXPOSED MORE THAN SIXTY (60) DAYS, AND NOT 5.
INCLUDING PROVISIONS FOR STABILIZATION AND SITE WORK.
TEMPORARY MEASURES FOR SOIL EROSION AND SEDIMENT CONTROL HAVE BEEN IMPLEMENTED,
PORTION THEREOF IS IN SATISFACTORY COMPLIANCE WITH THE SEQUENCE OF DEVELOPMENT AND CONDITIONS ON A LOT-BY-LOT OR SECTION-BY-SECTION BASIS, PROVIDED THAT THE PROJECT OR
REQUEST FROM THE APPLICANT, THE DISTRICT MAY ISSUE A REPORT OF COMPLIANCE WITH
CONTROL IN NEW JERSEY AND A REPORT OF COMPLIANCE HAS BEEN ISSUED. UPON WRITTEN
COMPLIANCE WITH THE CERTIFIED PLAN AND STANDARDS FOR SOIL EROSION AND SEDIMENT
BEFORE THE DISTRICT DETERMINES THAT A PROJECT OR PORTION THEREOF IS IN FULL
N.J.S.A 4:24-39 ET. SEQ. REQUIRES THAT NO CERTIFICATES OF OCCUPANCY BE ISSUED 4.
SEDIMENT CONTROL STANDARDS.
RE-CERTIFICATION. THE REVISED PLANS MUST MEET ALL CURRENT STATE SOIL EROSION AND
THE SUBMISSION OFREVISED SOIL EROSION AND SEDIMENT CONTROL PLANS TO THE DISTRICT FOR ANY CHANGES TO THE CERTIFIED SOIL EROSION AND SEDIMENT CONTROL PLANS WILL REQUIRE 3.
IS ESTABLISHED.
DISTURBANCE, OR IN THEIR PROPER SEQUENCE, AND MAINTAINED UNTIL PERMANENT PROTECTION ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES ARE TO BE INSTALLED PRIOR TO SOIL 2.
IN ADVANCE OF ANY SOIL DISTURBING ACTIVITY.
THE FREEHOLD SOIL CONSERVATION DISTRICT SHALL BE NOTIFIED FORTY-EIGHT (48) HOURS 1.
CERTIFICATION.
THE SOIL CONSERVATION DISTRICTS TO OBTAIN THE REQUIRED
SEQUENCING PLAN AS APPROVED BY THE CONTRACTING OFFICER TO
4. THE CONTRACTOR SHALL SUBMIT APPLICATION FEES AND FINAL
DISTRICT.
REPRESENTATIVE PRIOR TO NOTIFYING THE SOIL CONSERVATION
3. THE CONTRACTOR SHALL INFORM THE CONTRACTING OFFICER
REPRESENTATIVE.
MEASURES TO BE DETERMINED BY THE CONTRACTING OFFICER
2. OFFSITE SEDIMENT DISTURBANCE MAY REQUIRE ADDITIONAL CONTROL
REPRESENTATIVE.
OF APPLICATION AT THE REQUEST OF THE CONTRACTING OFFICER
CONFIRMATION OF LIME, FERTILIZER, SEED APPLICATION AND RATES
1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE
ADDITIONAL NOTES
(908)526-2701
BRIDGEWATER, NJ 08807
308 MILLTOWN ROAD
SOMERSET COUNTY 4-H CENTER
SOMERSET-UNION SOIL CONSERVATION DISTRICT
(732)683-8500
FREEHOLD, NJ 07728
4000 KOZLOSKI ROAD
(FOR MIDDLESEX COUNTY)
FREEHOLD SOIL CONSERVATION DISTRICT
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IDENTIFICATION
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A
U G
TEMPORARY VEGETATIVE COVER FOR SOIL STABILIZATION
FOR
REQUIREMENT
I V.
FOR PERMANENT VEGETATION ARE DESCRIBED IN SPECIFICATION 32 92 19 SEEDING.
2. SEED MIXTURES, SEEDING RATES AND WOODY VEGETATION SPACING REQUIREMENTS
IS NO DANGER TO UNDERGROUND UTILITIES (CABLES, IRRIGATION, SYSTEMS, ETC.).
THERE HAS BEEN SOIL COMPACTION. THIS PRACTICE IS PERMISSIBLE ONLY WHERE THERE
C. IMMEDIATELY PRIOR TO SEEDING, THE SURFACE SHALL BE SCARIFIED 6" TO 12" WHERE
CONTOUR. CONTINUE TILLAGE UNTIL A REASONABLE UNIFORM SEEDBED IS PREPARED.
THE FINAL HARROWING OR DISCING OPERATION SHOULD BE ON THE GENERAL
OF 4 INCHES WITH A DISC, SPRINGTOOTH HARROW, OR OTHER SUITABLE EQUIPMENT.
B. WORK LIME AND FERTILIZER INTO THE SOIL AS NEARLY AS PRACTICAL TO A DEPTH
1 45LOAMY SAND, SAND
2 90SANDY LOAM, LOAM, SILT LOAM
3 135CLAY, CLAY LOAM, AND HIGH ORGANIC SOIL
SOIL TEXTURE TONS/ACRE LBS/1000 SQ. FT.
LIMESTONE APPLICATION RATE BY SOIL TEXTURE
LIMESTONE APPLICATION.
GRASSES AND LEGUMES. THE TABLE BELOW IS A GENERAL GUIDELINE FOR
TO NEUTRALIZE SOIL ACIDITY AND SUPPLY CALCIUM AND MAGNESIUM TO
EQUIVALENT AND STANDARD FOR MEASURING THE ABILITY OF LIMING MATERIALS
BELOW AND THE RESULTS OF SOIL TESTING. CALCIUM CARBONATE IS THE
INDICATES OTHERWISE. APPLY LIMESTONE IN ACCORDANCE WITH THE TABLE
EQUIVALENT WITH 50% WATER INSOLUBLE NITROGEN UNLESS A SOIL TEST
POUNDS PER ACRE OR 11 POUNDS PER 1,000 SQUARE FEET OF 10-20-10 OR
EXTENSION OFFICES. FERTILIZER SHALL BE APPLIED AT THE RATE OF 500
SOIL SAMPLE MAILERS ARE AVAILABLE FROM THE LOCAL RUTGERS COOPERATIVE
RECOMMENDATIONS SUCH AS OFFERED BY RUTGERS…
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