Attachment 2 - Overlook Beach Option.pdf
PDF 6 MB Posted
- Attached to
- Fire Island Inlet to Montauk Point, Suffolk County, NY, Contract 1 Project : Fire Island Inlet
- Solicitation number
- W912DS21B0014
About this file
This document package includes engineering plans and sections for a beach restoration project, along with details of a related federal contract opportunity.
The engineering plans depict the existing conditions and proposed restoration work for Overlook Beach. The project would place approximately 420,000 cubic yards of fill to restore the beach profile to an elevation of 9 feet. The plans provide overall site plans, cross sections, and specifications for the restoration work.
The related federal contract opportunity is solicitation number W912DS21B0014 from the U.S. Army Corps of Engineers for beach restoration work under the Fire Island Inlet to Montauk Point project on Long Island, New York. The solicitation seeks bids for Contract 1, which involves restoration of beaches in the vicinity of Fire Island Inlet. The pre-bid response deadline is not provided in this document package.
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OVERLOOK BEACH
RBS
9.52
RBS
10.46
LOW
1.43
HIGH
7.43
HIGH
6.63
LOW
1.71
LOW
2.09
HIGH
7.25
HIGH
7.76
LOW
2.24
LOW
1.76
HIGH
6.78
HIGH
7.10
LOW
1.78
LOW
1.99
HIGH
7.30
HIGH
6.90
LOW
1.80
LOW
2.29
HIGH
7.84
HIGH
7.41
LOW
1.32
LOW
1.67
HIGH
7.82
HIGH
6.80
LOW
2.59
LOW
3.07
HIGH
7.26
HIGH
6.86
LOW
1.80
LOW
1.71
HIGH
6.72
HIGH
7.21
LOW
1.09
LOW
1.65
LOW
6.41
X
8.54
X
10.50
X
11.27
X
10.74
X
9.17
X
9.29
X
9.83
X
10.06
X
10.59
X
11.37
X
11.95
X
13.56
X
15.06
X
20.27
X
18.59
X
19.00
X
18.07
X
16.91
X
19.24
X
19.31
X
21.93
X
23.67
X
21.75
X
20.37
X
20.80
X
21.51
X
19.77
X
19.45
X
17.62
X
17.17
X
18.60
X
18.90
X
18.24
X
17.72
X
19.77
X
9.18
X
9.20X
9.10
X
8.93
X
9.76
X
10.34
GDR BEG
13.12
GDR END
11.41
X
11.29
X
10.44
X
11.20
DECK
11.29
DECK
11.35
DECK
11.49
DECK
9.26
DECK
9.15
DECK
11.39
DECK
11.29
DECK
11.29
X
11.13
X
10.65
X
10.27
X
9.38
X
9.37
X
9.80
X
9.50
X
9.54
X
9.98
X
10.24
X
10.24
X
10.09
X
9.35
X
9.41
X
9.01
X
10.08
X
10.17
X
9.46
X
9.33
X
9.50
PGEQUIP
9.25
PGEQUIP
9.41
PGEQUIP
9.28
PGEQUIP
9.41
PGEQUIP
9.18
SIGN
9.17
SIGN
9.04
SIGN
8.98
PGEQUIP
9.07
PGEQUIP
9.22
PGEQUIP
9.53
PGEQUIP
9.85
PGEQUIP
9.30
PGEQUIP
9.14 PGEQUIP
9.83
PGEQUIP
9.13
PGEQUIP
9.41
PGEQUIP
9.94
PGEQUIP
9.47
PGEQUIP
9.43
PGEQUIP
9.82
PGEQUIP
9.73
PGEQUIP
10.16
PGEQUIP
10.11
PGEQUIP
10.44
FNC
10.23
FNC
10.12
PGEQUIP
10.64
PGEQUIP
10.50
PGEQUIP
10.61
X
11.17
X
10.80
X
10.34
X
10.21
X
9.09
SIGN
9.21
FNC
9.41
FNC
9.28
X
9.25
X
8.77
X
8.37
X
9.08
X
8.98
X
10.31
X
9.96
FNC
8.28
FNC
9.11
X
8.96
X
8.72
X
8.47
FNC
8.25
FNC
8.34
X
9.29
X
8.85
X
8.46
X
8.47
X
9.72
X
11.17
X
8.85
X
10.78
X
11.43
X
12.82
X
10.78
X
10.98
MH
10.38
MH
10.62
MH
10.26
GDR BEG
10.27
GDR END
9.60
GDR BEG
10.14
GDR
9.67
GDR
9.96
GDR
10.11
GDR
9.61
GDR END
9.92
X
9.70
X
8.52
X
8.72
X
9.03
X
9.55
X
9.18
X
9.88
X
10.86
X
10.75
X
9.72
X
9.51
X
7.16
X
12.02
X
12.02
X
13.97
X
14.18
X
14.14
X
12.98
X
13.13
X
13.50
X
13.30
X
12.50
X
12.29
X
12.02
X
12.83
X
7.78
FNC
8.36
FNC
8.55
FNC
8.55
FNC
8.59
FNC
8.62
FNC
8.45
FNC
8.34
FNC
8.58
FNC
9.42
FNC
9.37
BBQ
8.97
BBQ
9.15
BBQ
9.13
BBQ
8.98
BBQ
8.81
BBQ
8.70
BBQ
8.76
BBQ
8.85
BBQ
8.91
BBQ
8.82
BBQ
8.78
BBQ
9.09
BBQ
8.80
X
8.86
X
9.13
FNC
9.14
FNC
9.11
X
8.74
X
8.70
X
9.31
X
9.40
X
9.24
X
9.49
X
9.60
X
10.17
X
10.37
FNC
9.03
FNC
9.04
X
8.90
X
8.52
X
9.00
X
8.25
X
8.70
FNC
8.93
FNC
9.18
X
9.21
X
8.99
X
9.03
X
8.98
X
8.72
X
9.23
X
8.71
X
8.58
10+00 11+00 12+00 13+00
14+00 15+00 16+00 17+00
18+00 19+00 20+00 20+25
LWL-I
1.65
LWL-I
1.65
LWL-I
1.65
LWL-I
1.65
LWL-I
1.65
LWL-I
1.65
LWL-I
1.65
LWL-I
1.65
LWL-I
1.65
LWL-I
1.65
LWL-I
1.65
LWL-I
1.65
LWL-I
1.65
LWL-I
1.65
LWL-I
1.65
LWL-I
1.65
LWL-I
1.65
LWL-I
1.65
LWL-I
1.65
LWL-I
1.65
LWL-I
1.65
LWL-I
1.65
LWL-I
1.65
LWL-I
1.65
LWL-I
1.65
LWL-I
1.65
LWL-I
1.65
LWL-I
1.65
LWL-I
1.65
LWL-I
1.65
LWL-I
1.65
LWL-I
1.65
LWL-I
1.65
LWL-I
1.65
(9.0)
(5.0)
(2.0)
(3.0)
(4.0)
(6.0)
(7.0)
(8.0)
.0
9.0
8.0
.0
.0
.0
.0
.0
REVISIONNo. DATE BY:
DRAWING TITLE:
OVERALL PLAN
SCALE: AS SHOWN
GC
DATE:
JOB No.:
CADD:
CHK'D BY:
DWN. BY:
JD
DRAWING NUMBER:
OP - 1
SHEET:
OVERLOOK BEACH
BEACH RESTORATION SITE PLAN
TOWN OF BABYLON
January 2019
BMP.DWG
18296
CLIENT:
TOWN OF BABYLON
200 EAST SUNRISE HIGHWAY
LINDENHURST, NEW YORK 11757
CONSULTANT:
THIS DOCUMENT IS THE SOLE
PROPERTY OF N&P ENGINEERS &
SURVEYORS, PLLC, AND HAS BEEN
PREPARED AND DISSEMINATED
FOR THE SOLE USE OF OUR
CLIENT. THIS DOCUMENT AND ANY
DATA, CALCULATIONS, ESTIMATES
OR DEPICTIONS CONTAINED
HEREIN, MAY NOT BE UTILIZED BY
ANY THIRD-PARTY WITHOUT PRIOR
WRITTEN CONSENT OF N&P
ENGINEERS & SURVEYORS, PLLC,
WHICH ASSUMES NO RISK OF LOSS
OR LIABILITY RESULTING FROM
ANY UNAUTHORIZED USE OR
RELIANCE BY ANY THIRD-PARTY.
SEAL:
ENGINEERS | ARCHITECTS | SURVEYORS
PHONE: 631.427.5665 • FAX: 631.427.5620 • NELSONPOPE.COM
572 WALT WHITMAN ROAD, MELVILLE, N.Y. 11747-2188
NELSON & POPE
LEGEND:
PROPOSED BEACH
FILL AREA
MEAN HIGH WATER
MEAN LOW WATER
EXISTING BEACH
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
(1.8)
(2.0)
1.8
2.0
STA. 11+00.00
N: 170743.5241'
E: 1168875.5199'
STA. 19+00.00
N: 1701051.0104'
E: 1169614.2598'
SURVEY DATA INFORMATION:
HORIZONTAL: NEW YORK
STATE PLANE COORDINATE
SYSTEM
VERTICAL: NAVD 88 DATUM
DATE: DEC. 2018 / JAN. 2019
11+00.00
-5
-5
-200 -150 -100 -50 0 50 100 150 200 250 300 350 400
12+00.00
-5
-5
-200 -150 -100 -50 0 50 100 150 200 250 300 350 400
13+00.00
-5
-5
-200 -150 -100 -50 0 50 100 150 200 250 300 350 400
Cut/Fill Summary
Name
Existing Survey + Proposed (9' EL. Anticipated)
Totals
Cut Factor
1.000
Fill Factor
1.000
2d Area
270083.38 Sq. Ft.
270083.38 Sq. Ft.
Fill
42039.90 Cu. Yd.
42039.90 Cu. Yd.
REVISIONNo. DATE BY:
DRAWING TITLE:
CROSS SECTIONS - 1
SCALE: AS SHOWN
GC
DATE:
JOB No.:
CADD:
CHK'D BY:
DWN. BY:
DRAWING NUMBER:
CS - 1
SHEET:
OVERLOOK BEACH
BEACH RESTORATION SITE PLAN
TOWN OF BABYLON
January 2019
BMP.DWG
18296
CLIENT:
TOWN OF BABYLON
200 EAST SUNRISE HIGHWAY
LINDENHURST, NEW YORK 11757
CONSULTANT:
THIS DOCUMENT IS THE SOLE
PROPERTY OF N&P ENGINEERS &
SURVEYORS, PLLC, AND HAS BEEN
PREPARED AND DISSEMINATED
FOR THE SOLE USE OF OUR
CLIENT. THIS DOCUMENT AND ANY
DATA, CALCULATIONS, ESTIMATES
OR DEPICTIONS CONTAINED
HEREIN, MAY NOT BE UTILIZED BY
ANY THIRD-PARTY WITHOUT PRIOR
WRITTEN CONSENT OF N&P
ENGINEERS & SURVEYORS, PLLC,
WHICH ASSUMES NO RISK OF LOSS
OR LIABILITY RESULTING FROM
ANY UNAUTHORIZED USE OR
RELIANCE BY ANY THIRD-PARTY.
SEAL:
ENGINEERS | ARCHITECTS | SURVEYORS
PHONE: 631.427.5665 • FAX: 631.427.5620 • NELSONPOPE.COM
572 WALT WHITMAN ROAD, MELVILLE, N.Y. 11747-2188
NELSON & POPE
FINISHED GRADE
EL. 9.0'
EXISTING BEACH
GRADE
BEACH RESTORATION
1:13 SLOPE
EXISTING GROUND
(INTERPOLATED EL. 1.65' BELOW MLW)
PROPOSED
FILL AREA
FINISHED GRADE
EL. 9.0'
EXISTING BEACH
GRADE
BEACH RESTORATION
1:13 SLOPE
EXISTING GROUND
(INTERPOLATED EL. 1.65' BELOW MLW)
PROPOSED
FILL AREA
FINISHED GRADE
EL. 9.0'
EXISTING BEACH
GRADE
BEACH RESTORATION
1:13 SLOPE
EXISTING GROUND
(INTERPOLATED EL. 1.65' BELOW MLW)
PROPOSED
FILL AREA
LEGEND:
MEAN HIGH WATER
MEAN LOW WATER
EXISTING BEACH GRADE
PROPOSED BEACH GRADE
PROPOSED FILL AREA
15+00.00
-5
-200 -150 -100 -50 0 50 100 150 200 250 300 350 400
16+00.00
-5
-5
-200 -150 -100 -50 0 50 100 150 200 250 300 350 400
17+00.00
-5
-5
-200 -150 -100 -50 0 50 100 150 200 250 300 350 400
14+00.00
-5
-5
-200 -150 -100 -50 0 50 100 150 200 250 300 350 400
REVISIONNo. DATE BY:
DRAWING TITLE:
CROSS SECTIONS - 2
SCALE: AS SHOWN
GC
DATE:
JOB No.:
CADD:
CHK'D BY:
DWN. BY:
DRAWING NUMBER:
CS - 2
SHEET:
OVERLOOK BEACH
BEACH RESTORATION SITE PLAN
TOWN OF BABYLON
January 2019
BMP.DWG
18296
CLIENT:
TOWN OF BABYLON
200 EAST SUNRISE HIGHWAY
LINDENHURST, NEW YORK 11757
CONSULTANT:
THIS DOCUMENT IS THE SOLE
PROPERTY OF N&P ENGINEERS &
SURVEYORS, PLLC, AND HAS BEEN
PREPARED AND DISSEMINATED
FOR THE SOLE USE OF OUR
CLIENT. THIS DOCUMENT AND ANY
DATA, CALCULATIONS, ESTIMATES
OR DEPICTIONS CONTAINED
HEREIN, MAY NOT BE UTILIZED BY
ANY THIRD-PARTY WITHOUT PRIOR
WRITTEN CONSENT OF N&P
ENGINEERS & SURVEYORS, PLLC,
WHICH ASSUMES NO RISK OF LOSS
OR LIABILITY RESULTING FROM
ANY UNAUTHORIZED USE OR
RELIANCE BY ANY THIRD-PARTY.
SEAL:
ENGINEERS | ARCHITECTS | SURVEYORS
PHONE: 631.427.5665 • FAX: 631.427.5620 • NELSONPOPE.COM
572 WALT WHITMAN ROAD, MELVILLE, N.Y. 11747-2188
NELSON & POPE
FINISHED GRADE
EL. 9.0'
EXISTING BEACH
GRADE
BEACH RESTORATION
1:13 SLOPE
EXISTING GROUND
(INTERPOLATED EL. 1.65' BELOW MLW)
PROPOSED
FILL AREA
FINISHED GRADE
EL. 9.0'
EXISTING BEACH
GRADE BEACH RESTORATION
1:13 SLOPE
EXISTING GROUND
(INTERPOLATED EL. 1.65' BELOW MLW)
PROPOSED
FILL AREA
FINISHED GRADE
EL. 9.0'
EXISTING BEACH
GRADE
BEACH RESTORATION
1:13 SLOPE
EXISTING GROUND
(INTERPOLATED EL. 1.65' BELOW MLW)
PROPOSED
FILL AREA
FINISHED GRADE
EL. 9.0'
EXISTING BEACH
GRADE
BEACH RESTORATION
1:13 SLOPE
EXISTING GROUND
(INTERPOLATED EL. 1.65' BELOW MLW)
PROPOSED
FILL AREA
LEGEND:
MEAN HIGH WATER
MEAN LOW WATER
EXISTING BEACH GRADE
19+00.00
-5
-200 -150 -100 -50 0 50 100 150 200 250 300 350 400
20+00.00
-5
-5
-200 -150 -100 -50 0 50 100 150 200 250 300 350 400
18+00.00
-5
-5
-200 -150 -100 -50 0 50 100 150 200 250 300 350 400
REVISIONNo. DATE BY:
DRAWING TITLE:
CROSS SECTIONS - 3
SCALE: AS SHOWN
GC
DATE:
JOB No.:
CADD:
CHK'D BY:
DWN. BY:
DRAWING NUMBER:
CS - 3
SHEET:
OVERLOOK BEACH
BEACH RESTORATION SITE PLAN
TOWN OF BABYLON
January 2019
BMP.DWG
18296
CLIENT:
TOWN OF BABYLON
200 EAST SUNRISE HIGHWAY
LINDENHURST, NEW YORK 11757
CONSULTANT:
THIS DOCUMENT IS THE SOLE
PROPERTY OF N&P ENGINEERS &
SURVEYORS, PLLC, AND HAS BEEN
PREPARED AND DISSEMINATED
FOR THE SOLE USE OF OUR
CLIENT. THIS DOCUMENT AND ANY
DATA, CALCULATIONS, ESTIMATES
OR DEPICTIONS CONTAINED
HEREIN, MAY NOT BE UTILIZED BY
ANY THIRD-PARTY WITHOUT PRIOR
WRITTEN CONSENT OF N&P
ENGINEERS & SURVEYORS, PLLC,
WHICH ASSUMES NO RISK OF LOSS
OR LIABILITY RESULTING FROM
ANY UNAUTHORIZED USE OR
RELIANCE BY ANY THIRD-PARTY.
SEAL:
ENGINEERS | ARCHITECTS | SURVEYORS
PHONE: 631.427.5665 • FAX: 631.427.5620 • NELSONPOPE.COM
572 WALT WHITMAN ROAD, MELVILLE, N.Y. 11747-2188
NELSON & POPE
FINISHED GRADE
EL. 9.0'
EXISTING BEACH
GRADE
BEACH RESTORATION
1:13 SLOPE
EXISTING GROUND
(INTERPOLATED EL. 1.65' BELOW MLW)
PROPOSED
FILL AREA
FINISHED GRADE
EL. 9.0'
EXISTING BEACH
GRADE
BEACH RESTORATION
1:13 SLOPE
EXISTING GROUND
(INTERPOLATED EL. 1.65' BELOW MLW)
PROPOSED
FILL AREA
FINISHED GRADE
EL. 9.0'
EXISTING BEACH
GRADE
BEACH RESTORATION
1:13 SLOPE
EXISTING GROUND
(INTERPOLATED EL. 1.65' BELOW MLW)
PROPOSED
FILL AREA
LEGEND:
MEAN HIGH WATER
MEAN LOW WATER
EXISTING BEACH GRADE
| BMP-OVERALL PLAN |
| Overlook Beach Plan & Sections (ACOA - 2-11-19Rev1) |
| BMP-OVERALL PLAN |
File details come from the government source that posted it. Updated .