attachment 1 Tobay Beach Fill Area - Reduced File Size (1).pdf
PDF 27 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 provides details for a federal contract solicitation. The solicitation number is W912DS21B0014 and seeks bids for the Fire Island Inlet to Montauk Point project located in Suffolk County, New York under Contract 1. The Department of the Army Corps of Engineers Engineering District New York is the issuing agency. Bids are due as indicated in the attached solicitation and specifications for dredging and beach fill work for the project located in Suffolk County, New York. Details on technical requirements, response deadlines, and evaluation criteria can be found in the associated attachment.
View the file
Other files
Show all 31
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
TOWN OF OYSTER BAY
NASSAU COUNTY, NEW YORK
DEPARTMENT OF PUBLIC WORKS
MASSAPEQUA, NY
TOBAY BEACH NOURISHMENT
JOSEPH S. SALADINO
TOWN SUPERVISOR
TOWN BOARD
RICHARD LAMARCA
VICKI WALSH
LAURA L. MAIER
STEVE LABRIOLA
Receiver of Taxes
JEFFREY P. PRAVATO
THOMAS P. HAND
LOUIS B. IMBROTO
MICHELLE M. JOHNSON
Town Clerk
SYO TE
R B
A Y
K
RO
YWE
N
T O
W N
OF
JUNE 2021
516.513.1313
Westbury • New York • 11590
1400 Old Country Road, Ste.106
CIVIL ENGINEERING & CONSTRUCTION MANAGEMENT
de BRUIN ENGINEERING, P.C.
ROBERT W. DE BRUIN, NYSPE #62942 Date
06/01/2021
OPTION 1
gauge at Sandy Hook
4. Mean High Water is elevation 2.0 based on NOAA tide
3. Vertical datum is NAVD 1988
2. Sanitary system and wells are from record drawings.
1. Survey is from field work dated January 22, 2020.
Notes:06/01/2021
6238Job:
Scale:
Date:
N.T.S.
PREPARED BY
BEACH FILL FROM FIRE ISLAND INLET DREDGING
TOWN OF OYSTER BAY
MASSAPEQUA, NY
TOBAY BEACH
516.513.1313
1400 Old Country Road • Westbury • NY • 11590 de Bruin Engineering, P.C.
de Bruin Civil Engineering & Construction Management
SHEET NO. OF 421
OVERALL SITE PLAN
SEC 67 BLK 002 LOT 3
T O
W N O
F O
Y S
T E
R B
A Y
T O
W N O
F B
A B
Y L
O N
N
J O
N E
S B
E A
C H S
T A
T E P
A R
K
T O
B A
Y B
E A
C H
FIRE ISLAND INLET
ATLANTIC OCEAN
CEDAR BEACH
JETTY
STONE
LIGHT
JETTY
POINT
DEMOCRAT
GILGO BEACH OCEAN PKWY
STATE PARK
ROBERT MOSES
0+00 25+00 50+00 75+00 100+00 120+00
TOBAY BEACH FILL AREA
GENERAL PLAN AND NOTES
FIRE ISLAND INLET
gauge at Sandy Hook
4. Mean High Water is elevation 2.0 based on NOAA tide
3. Vertical datum is NAVD 1988
2. Sanitary system and wells are from record drawings.
1. Survey is from field work dated January 22, 2020.
Notes:06/01/2021
6238Job:
Scale:
Date:
N.T.S.
PREPARED BY
BEACH FILL FROM FIRE ISLAND INLET DREDGING
TOWN OF OYSTER BAY
MASSAPEQUA, NY
TOBAY BEACH
2516.513.1313
1400 Old Country Road • Westbury • NY • 11590 de Bruin Engineering, P.C.
de Bruin Civil Engineering & Construction Management
SHEET NO. OF 42
SEC 67 BLK 002 LOT 3
3. Vertical datum is NAVD 1988
2. Sanitary system and wells are from record drawings.
1. Survey is from field work dated January 22, 2020.
Notes:06/01/2021
6238Job:
Scale:
Date:
N.T.S.
PREPARED BY
BEACH FILL FROM FIRE ISLAND INLET DREDGING
TOWN OF OYSTER BAY
MASSAPEQUA, NY
TOBAY BEACH
516.513.1313
1400 Old Country Road • Westbury • NY • 11590 de Bruin Engineering, P.C.
de Bruin Civil Engineering & Construction Management
SHEET NO. OF 42
SEC 67 BLK 002 LOT 3
EBB SHOAL DREDGE SHEET
3. Vertical datum is NAVD 1988
2. Sanitary system and wells are from record drawings.
1. Survey is from field work dated January 22, 2020.
Notes:06/01/2021
6238Job:
Scale:
Date:
N.T.S.
PREPARED BY
BEACH FILL FROM FIRE ISLAND INLET DREDGING
TOWN OF OYSTER BAY
MASSAPEQUA, NY
TOBAY BEACH
516.513.1313
1400 Old Country Road • Westbury • NY • 11590 de Bruin Engineering, P.C.
de Bruin Civil Engineering & Construction Management
SHEET NO. OF 42
SEC 67 BLK 002 LOT 3
STA 0+00 AND STA 35+00
CHANNEL DREDGE PLAN SHEET
3. Vertical datum is NAVD 1988
2. Sanitary system and wells are from record drawings.
1. Survey is from field work dated January 22, 2020.
Notes:06/01/2021
6238Job:
Scale:
Date:
N.T.S.
PREPARED BY
BEACH FILL FROM FIRE ISLAND INLET DREDGING
TOWN OF OYSTER BAY
MASSAPEQUA, NY
TOBAY BEACH
516.513.1313
1400 Old Country Road • Westbury • NY • 11590 de Bruin Engineering, P.C.
de Bruin Civil Engineering & Construction Management
SHEET NO. OF 42
SEC 67 BLK 002 LOT 3
STA 35+00 AND STA 92+00
CHANNEL DREDGE PLAN SHEET
-18.0
-18.0
-18.0
-18.0
-18.
-17.
-17 .5
-17.5
-17.
-17.5 -17.
-17.5
-17.5-17.
-17.0
-17.0
-17.0 -17.0
-17.0-17.0-17.0 -17.0
-17.0
-17.0
-17.0
-17.0
-17.0 -17.0
-17.0 -17.0
-17.0
-17.0
-17.0
-17.0
-17.0
-17.0
-17.0
-17.0
-17.0
-16 .5 -16
.5
-16 .5
-16.5
-16 .5
-16.5
-16.5
-16.
-16 .5
-16 .5
-16.5 -16.5-16.
-16.
-16.5-16.5
-16 .5-16.
-16.5
-16.5
-16.5
-16.5
-16.5
-16.
-16.
-16.
-16.
-16.5
-16.0-16.0
-16.0
-16.0
-16.0
-16.0
-16.0
-16.0
-16.0
-16.0
-16.0 -16.0
-16.0
-16.0
-16.0
-16.0
-16.0
-16.0
-16.0
-16.0
-16.0 -16.0
-16.0
-16.0
-16.0
-16.0
-16.0 -16.0
-16.0-16.0 -16.0
-16.0
-16.0
-15.5
-15.5 -15.
5 -15
.5 -15.
-15.5
-15.5
-15.5
-15.5
-15 .5
-15.5
-15.5 -15 .5
-15.5
-15.5 -15.
5 -15.
-15.5
-15.5
-1 .5
-15.5 -15 .5
-15.5 -15.
-15.
-15 .5
-15.5
-15.5 -15 .5
-15.5
-15.0
-15.0
-15.0
-15.0
-15.0
-15.0
-15.0
-1 5.
-15.0
-15.0
-15.0
-1 .0
-15.0
-15.0
-15.0 -15.0
-15.
-15.0
-15.0
-15.0
-15.0
-15.0
-15.0
-15.0
-15.0
-15.0
-15.0
-15.0-15.0
-15.0
-15.0
-14.
-14.5
-14.5 -14.
-14.
-14.5 -14.5
-14.5
-14.5
-14.5
-14.5
-14.5 -14 .5
-14.5
-14.5
-14.5 -14.5
-14.5
-14.5
-14 .5
-14.5
-14 .5
-14 .5
-14 .5
-14.5
-14.5
-14 .5
-14.5
-14.5
-14.5
-14 .5
-1 4.
-14.0
-14.0
-14.0
-14.0
-14.0
-14.0-14.0
-14.0
-14.0
-14.0
-1 .0
-1 .0
-14.0 -14.0
-14.0 -14.0
-14.0
-14.0
-14.0 -14.0-14.0
-14.0
-14.0
-14.0
-14.0
-14.0
-14.0 -14.0
-14.0
-13.5
-13.5-13.5
-13.5
-13.
-13.5
-13 .5
-13 .5
-13 .5
-13.5-13 .5
-13.
5-13.5
-13.
5-13.5
-13.5
-13.5
-13 .5
-13.
5-13.5
-13.5 -13.5
-13.5
-13.5
-13.
-13.
-13.
-13.5
-13.5
-13.0 -13.0
-13.0
-13.0
-13.0
-13.0
-13.0
-13.0
-13.0
-13.0
-13.0 -13.0
-13.0
-13.0
-13.0
-13.0 -13.0
-13.0
-13 .0
-13.0
-13.0 -13.0
-13.0
-13.0
-13.0 -13.0
-13.0
-13.0
-13.0
-13.0
-12.5
-12.5
-12.
-12.
-12.
-12.5
-12.5
-12.
-12.5
-12.5 -12.
5 -12.
-12.5
-12.5
-12.5 -12.
-12.5
-12 .5
-12.5
-12.5
-12 .5
-12 .5
-12.5
-12.5 -12.
-12.5
-12.5 -12.5
-12.5
-12.0
-12.0
-12.0
-12.0
-12.0
-1 2.
-12.0
-12.0-12.0
-12.0-12.0
-12.0
-12.0
-12.0
-12.0
-12.0 -12.0
-12.0 -12.0
-12.0 -12.0
-12.0
-12.0
-12.0-12.0
-12.0
-12.0
-12.0
-12.0
-12.0 -12.0
-12.0
-12.0
-12.0
-12.0
-11.5
-11 .5
-11 .5
-1 1.
-11 .5
-11 .5
-11.
-11.5
-11.5 -11.5
-11.5
-11 .5
-11 .5
-11.5
-11.5
-11.5
-11 .5
-11.
-11.
-11.5
-11.
-11.5
-11.5
-11.5 -11.5
-11.5
-11.5
-11.5
-11.5 -11.
-11.
-11.
-11.
5-11.5
-11.0
-11.0
-1 .0
-11.0
-11.0
-11.0
-11.0
-11.0
-1 .0
-11.0
-11.0
-11.0
-11.0
-11.0
-11.0
-11.0
-11.0
-11.0 -11.0
-11.0
-11.0
-11.0
-11.0 -11.0
-11.0 -11.0
-11.0 -11.0
-11.0
-11.0
-11.0
-11.0 -11.0
-11.0 -11.0
-11.0
-11.0 -11.0 -11.0
-11.0 -11.0
-11.0
-11.0
-11.0 -11.0
-11.0
-11.0
-11.0
-11.0
-11.0
-11.0
-11.0
-11.0
-11.0
-11.0
-10.5
-10.5
-10.5 -10.5
-10.
5 -10.5
-10.5
-10.5
-10.5
-10 .5
-10.
-10.
-10.5
-10.5
-10.5
-10.5
-1 .5
-10.
-10.5
-10.5
-10.5 -10.5
-10.5
-1 0.5
-10.5
-10.5
-1 0.5
-10.5
-10.5
-10.5
-10.
-10.
-10 .5
-10.5
-10.5
-10.5
-10.
-1 0.
-10.5
-1 .5
-1 .5
-10.5
-10.5
-10.5
-1 0.
-10 .5
-10 .5
-10.5
-10.
-10.5
-10.5
-10.
-10.
-10.
-10.
-10.5
-10.5
-10.5
-10.5
-10.5 -10.
-10.
-10.5
-10.5
-10.5 -10.
5 -10.5 -10 .5
-10.5
-10.5
-10.5
-10 .5
-10.5
-10.5
-10.5
-10.5
-10.
-10 .5
-10.5
-10.0
-10.0
-10.0
-10.0
-10.0
-10.0-10.0
-1 0.
-10.0
-10.0
-10.0
-10.0 -10.0
-10.0
-10.0
-10.0
-10.0
-10.0-10.0
-10.0 -10.0
-10.0
-10.0
-10.0
-10.
-10.0
-10.0
-10.0 -10.0
-10.0
-1 .0
-10 .0
-10.0
-10.0
-10.0
-1 .0
-10.0
-10.0
-10.0-10.0
-1 .0
-10.0
-10.0
-10.0 -10.0
-10.0
-10.0 -10.0
-10.0
-10.0
-10.0
-10.0 -10.0
-10.0 -10.0
-10.0
-10.0 -10.0
-10.0 -10.0
-10.0 -10.0
-10.0
-10.0
-10.0
-10 .0
-10.0
-10.0
-10.0
-10.0
-10.0
-10.0
-10 .0
-10.0
-10.0
-10.0
-10.0
-10.0 -10.0
-10.0 -10.0
-10.0
-10.0
-10.
-10.0
-10.0 -10.0
-10.0
-10.0
-10.0
-10.0
-10.0
-10.0
-10.0
-10.0
-10.0
-10.0
-10.0
-10.0
-10.0
-10.0
-10.0
-10.0
-10.0
-10.0
-9.5
-9.5
-9.5
-9 .5
-9.
5-9.5
-9.5
-9.5
-9.5
-9.5 -9.5
-9 .5
-9.5
-9.5
-9.5
-9.5
-9.5
-9.5
-9.5
-9.5
-9.5
-9.5
-9.5
-9.5
-9.5
-9.5
-9 .5
-9.5 -9.5
-9.5
-9.5 -9.5
-9.5
-9.5
-9.5
-9.5
-9.5
-9.5
-9.5-9.5
-9.5
-9.5
-9.5
-9.5 -9.5
-9 .5
-9.5
-9.5
-9.5
-9.5-9.5 -9.5
-9 .5
-9.5
-9.5
-9.5
-9.5
-9.5 -9.5
-9.5
-9.5
-9.5
-9.5
-9.5
-9.5
-9.5
-9.5
-9.5
-9.5 -9.5
-9.5
-9.5
-9.5
-9.5
-9.5
-9.5
-9.5
-9.5
-9.5
-9.5
-9.5
-9.5 -9.5
-9.5 -9.5 -9.5
-9.5
-9.5 -9.5
-9.5
-9.5
-9.5
-9.5 -9.5
-9.5
-9.5
-9.5
-9.5
-9.5
-9.5
-9.5 -9.5
-9.5
-9 .5
-9.5
-9.5
-9.5 -9.5
-9.5
-9.5
-9.5 -9.5
-9.5
-9.5 -9.5-9.5
-9.5 -9.5
-9.5 -9.5
-9.5
-9.5
-9.5 -9.5
-9.5
-9.5
-9.5 -9.5
-9.5
-9.0
-9 .0
-9.0-9.0
-9.0
-9.0
-9.0
-9.0
-9.0
-9.0 -9.0
-9.0
-9.0
-9 .0
-9.0
-9.0 -9.0
-9.0 -9.0
-9 .0
-9 .0
-9.0
-9.0
-9.0
-9.0
-9.0
-9.0
-9.0
-9.0
-9.0
-9.0 -9.0
-9.0 -9.0
-9.0
-9.0
-9.0
-9.0 -9.0
-9.0
-9.0
-9.0 -9.0
-9.0 -9.0
-9.0
-9.0
-9.0-9.0
-9.0
-9.0 -9.0
-9.0 -9.0
-9.0
-9.0
-9.0
-9.0-9.0
-9.0
-9.0
-9.0
-9.0
-9.0 -9.0
-9.0
-9.
0 -9.0
-9.0 -9.0
-9.0
-9.0
-9.0
-9.0
-9.0 -9.0 -9.0
-9.0 -9.0
-9.0
-9.0
-9.0
-9.0 -9.0
-9.0
-9.0
-9.0
-9.0
-9.0
-9.0
-9.0
-9.0 -9.0
-9.0
-9.0
-9.0
-9.0
-9.0
-9.0 -9.0
-9.0
-9.0
-9.0-9.0
-9.0
-9.0
-9.0
-9.0 -9.0
-9.0
-9.0
-9.0
-9.0 -9.0
-9.0
-9.0
-9.0
-9.0
-9.0
-8.5-8.5
-8.5
-8.5 -8.5
-8.5
-8.5
-8.5
-8.5
-8.5
-8.5
-8.5 -8.5
-8.5
-8.5
-8 .5
-8.5
-8 .5
-8.5
-8 .5
-8.5
-8.5-8.5
-8.5
-8.5-8.5
-8.5
-8.5
-8.5
-8.5 -8.5 -8.5
-8.5
-8.5
-8 .5
-8.5
-8.5
-8 .5
-8.5
-8.5
-8.5
-8.5
-8.5
-8.5 -8.5
-8.5
-8.5
-8.5
-8.5-8.5
-8.5
-8.5
-8.5
-8.5
-8.5
-8.5
-8.5
-8.5
-8.5
-8.5
-8 .5
-8.5
-8.5
-8.5
-8.5
-8.5
-8.5
-8.5 -8.5
-8.5 -8.5
-8.5
-8.5
-8.5
-8.5
-8.5
-8.5 -8.5-8.5
-8.5-8.5
-8.5-8.5 -8.5
-8.5-8.5 -8.5
-8.5
-8.
-8.5
-8.5-8.5
-8.5
-8.5
-8 .5
-8.0
-8 .0
-8.0
-8.0
-8.0
-8.0
-8.0
-8.0
-8.0 -8.0
-8.0
-8 .0
-8.0
-8.0
-8.0
-8.0
-8.0
-8.0
-8.0-8.0
-8.0
-8.0
-8.0 -8.0
-8.0
-8.0
-8.0
-8.0
-8.0
-8.0
-8.0
-8.0
-8.0 -8.0
-8.0
-8.
-8.0
-8.0
-8.0
-8.0
-8.0
-8.0
-8.0 -8.0
-8.0
-8.0
-8.0
-8.0 -8.0
-8.0
-8.0 -8.0
-8.0
-8.0
-8.0 -8.0 -8.0
-8.0
-8.0
-8.0
-8.0 -8.0
-8.0 -8.0
-8.0 -8.0
-8.0
-8.0
-8.0
-8.0
-8.0
-8.0
-8.0
-8 .0
-8.0
-8 .0
-8.0
-7.5
-7.5
-7.5
-7.5
-7.5
-7.5
-7.5
-7.5
-7.5
-7.5
-7.5
-7.5
-7.5
-7.5
-7.5 -7.5
-7.5
-7.5 -7.5
-7.5
-7.5
-7.5
-7.5
-7.5
-7.5
-7.
-7.5
-7.
-7.5
-7.5-7.5
-7.5
-7.5 -7.5-7.5
-7.5
-7.5
-7.5
-7.5
-7.5
-7.5
-7.5
-7.5
-7.5
-7.5
-7.5
-7.5-7.5 -7.5
-7.5
-7.5 -7.5
-7.5
-7.5
-7.5 -7 .5
-7.5 -7.5
-7.5
-7.5
-7.5
-7.5
-7.5
-7.5
-7.0
-7.0
-7.0
-7.0
-7.0
-7.0 -7.0
-7.0
-7.0
-7.0
-7.0
-7.0
-7.0
-7.0
-7.0 -7.0
-7.
-7.0
-7.0
-7.0
-7.0
-7.0
-7.0
-7.0
-7.0 -7.0
-7.0
-7.0
-7.0
-7.0
-7.0 -7.0
-7.0
-7.0
-7.0 -7.0 -7.0
-7.0 -7.0 -7.0 -7.0
-7.0 -7.0
-7.0
-7.0
-7.0
-7.0 -7.0
-7.0
-7.0
-7.0
-7.0 -7.0 -7.0
-7.0
-7.0
-7.0 -7.0
-7.0
-6.5
-6.5
-6.5
-6.5
-6.5
-6.5
-6.5
-6.5
-6 .5
-6.5
-6.5
-6.5
-6.5
-6 .5
-6 .5
-6.5
-6.5 -6.5
-6.5
-6.5
-6.5
-6.5
-6.5 -6.5
-6.5
-6.5
-6.5 -6.5 -6.5
-6.5 -6.5 -6.5 -6.5
-6.5
-6.5
-6.5
-6.5
-6.5 -6.5 -6.5
-6.5 -6.5
-6.5
-6.5
-6.5
-6.5 -6.5
-6.5
-6.5 -6.5
-6.5
-6.5
-6.0
-6.0
-6.0
-6.0
-6.0
-6.0 -6.0
-6.
-6.0
-6.0
-6.0
-6.0
-6.0
-6.0
-6.0
-6.0
-6 .0-6.0-6.0
-6.0
-6.0-6.0
-6.0 -6.0
-6.0
-6.0
-6.0
-6.0
-6.0
-6.0 -6.0-6.0
-6.0
-6.0
-6.0-6.0
-6.0
-6.0
-6.0
-6.0
-6.0
-6.0
-6.0 -6.0
-6.0 -6.0
-6.0
-5.5
-5.5
-5.5
-5.
-5.5
-5.5
-5.5-5.5
-5.5
-5.5
-5.5-5.5
-5.5 -5.5
-5.5
-5.5
-5.5
-5.5
-5.5
-5.5
-5.5-5.5
-5 .5
-5.5
-5.5-5.5
-5.5
-5.5
-5.5-5.5-5.5
-5.5
-5.5
-5.5
-5.5
-5.5 -5.5
-5 .0
-5.0
-5.0
-5.0
-5.0
-5.0
-5.0-5.0
-5.0
-5.0
-5.0 -5.0
-5.0
-5.0
-5.0 -5.0
-5.0
-5.0 -5.0
-5.0
-5.0-5.0
-5.0
-5.0 -5.0
-5.0 -5.0
-5.0
-5.0 -5.0
-5.0-5.0
-5.0
-5.0 -5.0
-5.0 -5.0
-4 .5
-4.5 -4.5
-4.5 -4.5
-4.5
-4.5 -4.5 -4.5
-4.5
-4.5
-4.5 -4.5
-4.5
-4.5
-4.5
-4.5 -4.5
-4.5
-4.5 -4.5
-4.5
-4.5 -4.5
-4.5
-4.5 -4.5
-4.5
-4.5
-4.5
-4.5 -4.5
-4.5
-4.5
-4.5 -4.5
-4.5
-4 .5
-4.0
-4.0
-4.0
-4.0
-4.0
-4.0
-4.0
-4.0 -4.0
-4.0
-4.0
-4.0
-4.0
-4.0
-4.0
-4.0
-4.0
-4.0 -4.0
-4.0 -4.0
-4.0
-4.0
-4.0
-4.0
-4.0
-4.0
-4.0
-4.0-4.0-4.0
-4.0
-4.0
-4.0 -4.0
-4.0 -4.0
-3.5 -3.5
-3.5 -3.5
-3.5
-3.5 -3.5
-3.5
-3.5
-3.5
-3.5
-3.5
-3.5
-3.5
-3.5
-3.5
-3.5
-3.5
-3.5
-3.5
-3.5
-3.5 -3.5
-3.
-3.5 -3.5
-3.5
-3.5
-3.5
-3.5 -3.5
-3.5
-3.5
-3.5
-3.5
-3.5
-3.0
-3.0
-3.0
-3.0 -3 .0
-3.0 -3.0
-3.0
-3.0
-3.0
-3.0
-3.0
-3.0
-3.0
-3.0
-3.0
-3.0
-3.0
-3.0
-3.0
-3.0
-3.0 -3.0
-3.0
-3.0-3.0
-3.0
-3.0
-3.0-3.0
-3.0
-3 .0
-3.0 -3.0
-3.0
-3.0
-2 .5
-2.5 -2.5
-2.5
-2.5-2.5
-2.5 -2.5
-2.5 -2.5
-2.5
-2.5-2.5
-2.5
-2.5-2.5
-2.5
-2.5
-2.5
-2.5
-2.5
-2.5
-2.5
-2.5
-2.5
-2.5-2.5
-2.5
-2.5
-2.5-2.5
-2.5
-2.5
-2.5
-2.5
-2.5
-2.5-2.5
-2.0
-2.0
-2.0
-2.0-2.0 -2.0
-2.0
-2.0-2.0
-2.0
-2.0
-2.0
-2.0 -2.0-2.0
-2.0
-2.0
-2.0
-2.0
-2.0 -2.0
-2.0 -2.0
-2.0-2.0
-2.0
-2.0
-2.0
-2.0 -2.0
-2.0
-2.0
-2.0-2.0
-2.0
-2.0 -2.0
-1.5
-1.5
-1.5
-1.5-1.5 -1.5
-1.5
-1.5 -1.5
-1.5
-1.5
-1.5
-1.5-1.5-1.5
-1.5
-1.5
-1.5
-1.5
-1.5-1.5 -1.5
-1.5
-1.5-1.5
-1.5
-1.5
-1.5
-1.5
-1.5
-1.5
-1.5
-1.5 -1.5
-1.5
-1.5-1.5 -1.0 -1.0
-1.0 -1.0
-1.0 -1.0
-1.0 -1.0 -1.0 -1.0
-1.0
-1.
-1.0 -1.0
-1.0
-1.0 -1.0 -1.0
-1.0
-1.0
-1.0
-1.0
-1.0 -1.0
-1.0
-1.0
-1.0
-1.0
-1.0 -1.0
-1.0
-1.0 -1.0 -1.0
-1.0
-1.0 -1.0
-0.5
-0.5 -0.5
-0.5 -0.5
-0.5 -0.5
-0.5
-0.5
-0.5
-0.5
-0.5 -0.5
-0.5
-0.5 -0.5 -0.5
-0.5
-0.5 -0.5
-0.5
-0.5
-0.5 -0.5 -0.5
-0.5
-0.5
-0.5
-0.5
-0.5
-0.5
-0.5 -0.5 -0.5
-0.5
-0.5
0.0
0.00.0
0.0
0.00.0 0.00.0
0.0
0.0
0.0 0.0
0.0
0.0
0.0
0.0
0.0 0.00.0
0.0
0.0
0.0
0.00.0
0.0
0.00.0 0.0
0.00.0
0.0 0.0
0.0
0.0
0.
0.0
0.0
0.00.0 0.0
0.00.0
0.0 0.00.0
0.00.0
0.0
0.0
0.5
0.5
0.5 0.5
0.5
0.5 0.5
0.5 0.5 0.5
0.5
0.5 0.5
0.5
0.5
0.5
0.5
0.5 0.5
0.5 0.5
0.5 0.5 0.5
0.5
0.5 0.5
0.5
0.5
0.5 0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5 0.5
0.5
0.5
0.5 0.5 0.5 0.5
0.5
0.5 0.5
.0
1.0
1.0
1.0 1.0
1.0
1.0 1.0
1.0
1.0 1.0
1.0
1.0 1.0
1.0 1.0
1.0
1.0
1.0 1.0
1.0 1.0
1.0
1.0 1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0 1.0 1.0
1.0 1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0 1.0
1.0
1.0
1.0
1.0 1.0
.5
1.51.5
1.5
1.5
1.51.51.5
1.5
1.5 1.5
1.5
1.5
1.5 1.5
1.5 1.5
1.5
1.5 1.5
1.5
1.5
1.5 1.51.5
1.51.5
1.5
1.5
1.5 1.51.5
1.5
1.5 1.5
1.51.5 1.51.51.5
1.51.5
1.5 1.5
1.5
1.
1.51.5
1.5
1.5
.0
2.0
2.0
2.0 2.0
2.0 2.0
.0 2.0
2.0 2.0
2.0 2.0 2.0
2.0 2.0
2.0
2.0
2.0
2.0 2.0 2.0
2.0
2.0
2.0
2.0
2.0 2.0 2.0
2.0
2.0
2.0 2.0
2.0
2.0 2.0
2.0 2.0
2.0
2.0
2.0 2.0
2.0
2.0 2.0 2.0
2.0
2.0
2.0 2.0
2.5
2.5
2.5
2.5 2.5
2.5 2.5 2.5
2.5
2.5 2.5
2.5
2.5 2.5 2.5 2.5 2.5
2.5
2.5
2.5
2.5 2.5
2.5
2.5
2.5
2.5 2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5 2.5
2.5
2.5
2.5
2.5
2.5 2.5
2.5
2.5
2.5 2.5
2.5
2.5
2.5 2.5
3.0
3.0
3.0 3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0 3.0 3.0
3.0 3.0
3.0 3.0
3.0 3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0 3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0 3.0
3.0
3.0
3.0 3.0
3.0
3.0
3.0
3.0 3.0
3.0
3.0
3.0 3.0 3.0
3.0
3.0 3.0
3.53.5
3.5
3.5
3.53.5 3.5
3.5
3.5 3.53.5
3.5
3.5
3.53.5 3.5
3.53.5
3.5 3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5 3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5 3.53.5
3.5 3.5
3.5
3.5
3.5
3.
3.53.5 3.53.53.53.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
4.0
4.0
4.0 4.0
.0
4.0
4.0
4.0
4.0 4.0
4.0
4.0 4.0
4.0 4.04.04.0
4.0
4.0 4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0 4.0
4.0 4.0
4.0
4.0
4.0 4.0
4.0
4.0 4.0
4.0
4.0
4.0
4.0
4.0 4.0
4.0 4.0
4.0
4.0
4.0 4.0
4.0
4.0
4.0
4.0 4.0
4.0 4.0
4.0 4.0 4.0
4.0
4.0
4.0 4.0 4.0
4.0
4.0
4.0 4.0
4.0
4.0
4.0 4.0
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
.5 4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5 4.5
4.5 4.5
4.5
4.5
4.5
4.5
4.5 4.5
4.5
4.5
4.5
4.5 4.5
4.5
4.5
4.5 4.5
4.5
4.5
4.5 4.5
4.5
4.5 4.5
4.5 4.5
4.
4.5 4.5
4.5
4.5
4.5 4.5
5.05.05.05.0
5.0
5.0
5.0
5.0
5.0
5.05.05.0 5.0
5.0
5.0 5.0
5.0 5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.05.0
5.0
5.0
5.0
5.0
5.05.0 5.0
5.0 5.0
5.0
5.0
5.0
5.0 5.0
5.0
5.0
5.0
5.0
5.0
5.0 5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.5
5.5
5.5
5.5 5.5
5.5
5.55.5
5.5
5.5
5.5 5.5
5.5
5.5 5.5
5.5
5.5 5.5
5.5
5.5
5.5
5.5
5.5
5.55.5
5.5
5.5
5.5
5.5
5.5 5.5
5.5
5.5
5.5
5.5
5.5
5.5
5.5
5.55.5
5.5
5.5
5.5
5.5
5.5
5.5
5.5 5.5
5.5
5.5
5.5
5.5
.5
5.5
6.0 6.0
6.0
6.0
6.0
6.06.0 6.06.0
6.0
6.0 6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.06.0
6.0
6.0
6.0
6.06.0
6.0
6.0
6.0
6.0
6.0 6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.06.0
6.0
6.0
6.0
6.0 6.0
6.0
6.06.0
6.0
6.0
6.0
6.0
6.0
6.5
6.5
6.5
6.5
6.5
6.5
6.5
6.5
6.5 6.5
6.5
6.5 6.5
6.5
6.5
6.5 6.5 6.5
6.5
6.5
6.5
6.5
6.5
6.5 6.5 6.5
6.5
6.
6.5
6.5
6.5
6.5 6.5
6.5
6.5
6.5
6.5 6.5
6.5
6.5
6.5
6.5
6.5
6.5 6.5
.5
6.5
6.5 6.5
6.5 6.5
6.5
6.5
6.5
7.0
7.0
7.0
.0
7.0
7.0
7.
7.0
7.07.07.0 7.0
7.0
7.0
7.0
7.0 7.0
7.0
7.0
7.0
7.0
7.0 7.0
7.0
7.0
7.0
7.0
7.07.0
7.
7.0
7.0
7.0
7.0
7.0 7.07.0
7.0
7.0
7.0
7.0
7.0
7.07.0 7.0
7.0
7.0
7.0 7.0
7.0
7.07.0 7.0
7.0
7.0
7.0
7.0
7.0 7.0
7.57.5
7.5
7.5
7.5
7.
7.5
.5
7.5
.5
.5
7.5
7.5
7.
7.5
7.5
7.5
.5
.5
7.5
7.5
7.5
7.5
7.5
7.5
7.5
7.5 7
.5
7.5
7.5 7.5
7.5
7.5
7.5
7.5 7.5
7.5
7.5
7.5
7.5
7.5
7.5 7.5 7.5
7.5
7.5
7.5
7.5
7.5
7.5 7.5
7.5
7.5
7.5
7.5
7.5 7.5 7.5
7.5
7.5
7.5
7.5 7.5
7.5
7.5
7.5 7.5 7.5 7.5
7.5
7.5 7.5
7.5
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0 8.0
8.0
.0
8.0
8.0
8.0
8.0
8.0
8.0
8.08.0
8.0
8.0
8.08.0
.0
8.0
8.0
8.0
8.0
.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0 8.08.0
8.0 8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.08.08.0
8.0
8.0
8.0
8.0
8.08.0 8.08.0
8.0
8.0
8.0
8.0
8.0 8.08.08.0
8.0
8.0 8.0
8.0 8.0
.08.08.08.0
8.0
8.0
8.0 8.0
8.0
8.0
8.08.0
8.0
8.0
8.0
8.0
8.0 8.0
8.0
.5
8.5
8.5
8.5 8.5
8.5
8.5
8.5
.5
8.
8.5
8.
8.58.5 8.5
8.5
8.5
8.5
8.5
8.5 8.5
.5
8.5
8.5
8.5
8.5
8.5
8.5 8 .5
8.5
8.
8.5
8.5
8.5
8.
8.5
8.5
8.
8.58.5
8.5
8.5
8.5
8.5
8.5 8.5
8.5 8.5
8.5 8.5
8.5
8.5
8.5 8.5 8.5 8.5
8.5
8.
8.5
8.5
8.5
8.5
8.5 8.5 8.5
8.5 8.5
8.5
8.5
8.5
8.5
8.5
8.5
8.5
8.5
8.5
8.5
8.
8.5
8.5
8.
8.5
8.5
8.5
8.5
8.5 8.5
8.5
8.58.5 8
.5 8 .5
8.5
8.58.5
8.5
8.5
8.5
8.5
8.
8.5
8.5
8.5
8.5 8 .5
8.5 8.5
8.5 8.5
8.5
8.5 8.5
8.5 8.5
8.5
9.0
9.0
9.0
9.0 9.
9.0
9.0
9.0
.0
9.0
9.0
9.
9.0
9.0
9.0
9.0
9.0
.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0 9.0
9.0
9.
9.0
9.0
9.0
9.0
9.0
9.
9.09.0
9.0
9.0
9.0
.0
9.0
9.09.0
9.0 9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0 9.0
9.0
9.0
.0
9.0
9.0
9.0
9.09.09.09.0
9.0
9.0
9.09.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0 9 .0 9.0
9.0 9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0 9.0
9.09.0
9.0
9.0
9.0
9.
9.
9.0
9.0
9.0
9.0
9.0 9.0
9.09.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.09.0
9.0
9.09.0
9.0
9.0
9.0 9.0
9.0 9.0
9.0
9.0 9.0 9.0
9.0
9.0
9.09.0
.0
9.59.5
9.5
9.5
.5
9.59.59.5 9.5
9.5
9.5
9.5 9.5
9.5
9.5
.5
9.5
9.5
9.5
9.5
.5
9.5
9.5
9.5
9.5
9.5
.5
9.5
.5
9.5
9.5
9.5
.5
9.5
.5
9.5
9.5
.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.
9.5
9.5
9.
9.5
9.5 9.5
9.5
.5
9.5
9.5
9.5 9.5
9.59.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5 9.5
.5
9.5 9.5
9.5 9.5 9.5
.5
9.5
9.5
9.5
9.5
9.5 9.5 9.5
9.59.5
9.5
9.5
9.
9.5 9.5
9.5
9.5 9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5 9.5
.5
.5
9.5
9.5
9.5
9.5
9.5 9.
9.5
9.5 9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5 9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.59.5
9.
9.5
9.5
9.
9.
9.5
9.
9.5
9.5
.5
9.5
9.5
9.
9.5
9.5
9.5
9.5
9.5 9.5
9.5
9.5 9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5 9.5
9.5
9.5
9.5
9.5
9.5 9.5
9.5
9.
.0
10.0
10.0
10.0
.0
.0
10.0
.0
10.0
10.0
10.0
10.0
.0
10.0
10.0
10.0
10.0
.0
.0
10.0
10.0
10.0
10.010.0
10.0
10.0
10.0
10.0
10.0
10.010.0 10.0
10.010.0
10.0
10.0
.0
10.0
10.0
10.0
10.0
10.0
10.0
.0
10.0
10.0 10.0
10.0
10.0
10.0
10.0 .0
10.0
10.0 .010.0
.0 10.0
.0
10.0
10.0 10.0
10.0
10.0
10.0
10.0
.0
10.0
.0
.0
10.0
.0
.0
10.0 10.0 10.0
10.0
10.0
10.0
10.0
10.0
10.0
10.0
10.0
10.0
10.0 10.0
10.0 10.0
10.0
10.0
10.0 10.0
.0
.0
10.0
.0
.0
.0 10
.0
10.0
10.0
10.
10.0
10.0 10.0
10.0
10.0
.0
10.0
10.
10.0
10.0
10.0
10.0
10.0
10.0
10.0 10.0
10.0
10.0
10.0
.0
.0
10.0
10.0 10.0
10.010.0
10.0 10.0
.0
10.010.010.0
10.0
10.0
10.0
10.0
.5
10.5
.5
10.5
.5
10.5
10.5
10.5
10.5
10.5
10.510.5
10.5
.5
10.5
10.5
10.5
10.
10.5
.5
10.5
.5
.5
10.5
10.5
10.
10.5
10.5
10.5 10.5
10.5
10.
10.
5 10.510.5
10.5 10.
.5
10.5 10.5 10.5
10.5
10.5
10.5 10.
.5
10.5
10.5
10.5
10.5
10.5 10.5
10.5
.5
10.5 10.5
10.5
10.5
10.5
.5
10.5
10.5
10.5
.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.
10.5
10.5
10.5
10.
.5
10.5
10.5
.5
.5
10.
.5
10.5
10.5 10.5
10.5
10.5
10.5
10.5
.5
10.5
10.5
10.
10.5
10.5
10.5
10.5
.5
10.5
10.5
10.5
10.5
10.5
.5
.5
10.5
10.
10.
10.5
10.5
10.5
10.5
.5
10.5
10.5
10.510.5
10.510.5
10.5
10.5
10.5 10.5
10.5
10.5
10.5
10.5
11.0
11.0
.0
11.0
11.0
11.0
.0
.0
.0
11.0
11.0
11.0
11.0
11.0
11.011.0
11.011.0
.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0 11.0
11.0
11.0 11.0
11.0
11.0
.0
11.0
11.0
11.0
11.0
.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0 11.0
11.0
11.0
.0
11.0
.0
.0
11.0
11.011.0
.0
11.
.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.
11.0
11.
11.0
.0
11.0
.0
11.0 11.0
11.0
11.0
.0
.0
11.0
11.0 11.0
11.0
11.0
.0
11.0
11.0
11.0 11.0
11.0
11.0
11.0
11.0 11.0
11.0
11.0
11.0
11.0 11.0
11.0
.0
11.0
11.0
11.0 11.0
11.0
11.0
11.0
11.0
11.5
11.5
11.
11.
511.5
.5
11.511.5 11.5
11.511.5
11.5 11.5
11.5
11.5
.5
11.5
11.5
11.5
11.5
11.5
11.5 11.5
11.5 11.5
11.5
11.5
11.5
11.5
11.5
11.5
11.5
.5
11.5
11.
.5
11.5
11.5
11.5
11.5
11.5
11.5 11.5
.5
11.5
11.5 11.5
11.
5 11.5
11.5
11.5
11.5 11.5
11.5
11.5
11.5
11.5 11.5
11.5
11.5
11.5 .5
11.
.5
11.5
.5
11.5
11.5
.5
.5
.5
.5
11.5
11.5
.5
11.5 11.5
.5
11.5 11.5 11.5
11.
11.5
11.5
11.5
11.5
.5
11.5
.5
11.5
11.
11.5
11.5 11.5
11.5
11.5
11.5
11.5
11.5
11.5
11.5
11.511.5
.5
11.5
11.5
11.5
11.5
11.5
11.5
.0
12.0
12.0
.0
.0
12.012.
12.0
12.0
.0
12.0
12.012.012.0
12.0
12.0
12.0
12.0
.0
12.0
12.0 12.0
12.0
12.0
12.0
12.0
12.0
.0
12.
.0
12.0
12.0
12.0 12.0
12.0
12.0
12.0 12.0 12.0
12.0
.0
12.0
12.0
12.0
12.012.0
.0 12.0
12.0
12.0
12.0
12.0
12.0 12.0
12.0
12.0 12.0
12.0
.0
12.0
.0
.0
12.0
.0
.0
.0
12.0 12.
12.0
12.0 12.0
12.0
.0
12.0
12.0
12.0
.0
12.0
.0
12.0 12.012.0
12.0 12.0
.0
12.0
12.0
12.0
12.0 12.0
12.0
12.0
.0
12.0
12.0
12.0
12.0
12.0 12.0
12.012.0
12.0
12.012.0
12.0
12.0
.5
12.5
12.5
12.5
12.5
.5
12.5
12.5
.5
12.512 .5
.5
12.5
.5
.5 12.5
12.5
.5
12.5
12.5
.5
12.5
12.5 12.
12.5 12.5
.5
.5
.5
.5
.5
12.5
.5
12.5 .5
.5
12.5 12.5
12.5
12.5
12.5
12.
.5 12.5
12.5
.5
12.
12.5
.5
12.5
12.5
.5 12.5
12.
12.5
12.5 12.5
12.5
12.5
12.5
12.5
12.5
.5
.5
12.5
12.5
.5
12.5
12.5
12.5 12.
5 12.5
.5
12.5
12.5
12.5
12.5
12.5
12.5
12.5
12.5
.5
.5
.5
12.5
12.512.5 12.5 12.5
.5
12.5
12.5
12.5
12.512.5
.512.5
12.5 12.5
12.5
12.5 12.5
12.5 12.5
12.5
.5
12.5
12.5
12.5
12.5
12.512.5
12.5
12.5
12.5 12.5
12.5
12.5 12.5
12.5
12.5
12.5
12.5
12.5
12.5
12.5 12.5
12.5
12.5
12.5
12.5
12.5
12.5
12.5
12.5
.5
12.5 12.5
.0
13.0
13.0
13.0
13.0
.0
.0
.0
13.0
13.0
13.0
13.0
13.0
13.0
13.0
13.0 13.0
.0
13.0
13.0 13.0
13.013.0
13.0
13.0
13.0
13.0
13.0
13.0
13.0
13.0
13.0
13.0
.0
13.0
13.0
13.0
13.0
13.0
.0
13.0
.0
13.0
13.0
13.0
13.0 13.0
.0
13.0
13.0
13.0
13.0
13.0
13.0
13.0
13.0 13.0
13.0
.0
13.0
13.0
13.0
13.0
13.0
.0
.0
13.0
13.0
13.0 13.0
13.0 13.0
13.0
13.0
13.0
13.0
13.0
13.0 13.0
13.0
13.0
13.0
13.0
13.0
13.013.0 13.0
.0
13.
13.0
13.0
.0
13.0
13.0
13.0 13.0
.0
.0
13.0
.0
13.0
13.0
13.0 13.0
13.0
13.0
13.0
13.0
13.0
.0
13.0
13.0
13.0
.013.0
13.0 13.0 13.0
13.0
.0
13.
13.0
13.0
13.0
13.0
13.0
13.0
13.0
13.0
13.0
13.0 13.013.0
13.0
13.0
13.0
13.013.0
13.0
13.0
13.0
13.0
13.0
13.0
13.0 13.0
13.0
13.0
13.0 13.0
13.0
13.0
13.0
13.0
13.0
13.0
13.0
13.0 13.0
13.013.0
13.0 13.0
13.0 13.0
13.5
.513 .5
13.5
13.5
.5
13.5
.5
13.5
13.5
13.5
13.5
13.5
13.5
13.5
13.5
13.5
13.5
.5
13.5
13.5
13.5
13.5
13.5 13.5
.5
13.5
13.5
13.5
.5
13.5
13.5
13.5
13.51 .5
.5
13.5
13.5
.5
13.
13.5
.5
13.5
13.5
.5
13.5
13.5
13.5
.5
13.513.5
13.5
.5
13.5
13.5
13.5
13.5
13.
13.5
13.5
.5
13.
13.5
.5 13.5
13.
.5
13.5
13.5
13.5 13.5
.5
13.5
13.5
13.5
13.513.5
13.5 13.5
13.5
13.5 13.5
13.513.5 13.5
13.5
13.5
13.5
13.5
13.5
13.5 13.5
13.5
13.5
13.5
13.5
13.
13.5
13.5
13.513.5
13.5
13.5
13.5
13.5
13.5
13.5
13.5
13.5
13.5
13.5
13.5
13.5 .5
13.
13.
13.5
13.5
13.5
13.5
13.5
13.5 13.5
13.5
13.5
13.5
13.5
13.5 13.5
13.5
13.5 13.5
13.5
13.5
13.5
13.5
13.5 13.5
13.5
13.5
13.5 13.5
13.5 13.5
13.5
13.5
13.5
13.5
13.5
.5 13.5
13.5 13.5
13.5
13.5
13.5
13.5 13.5
13.5
13.5
13.5
14.0
14.0
.0
.0
14.0
.0
14.0
14.0
14.0
.0
14.0
.0
14.0
14.0
.0
14.0
14.0
14.0 14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0 14.0
14.0
14.0
14.0
14.0
.0
.0
14.0
14.0
14.0
.0
14.0
14.0 14.0
14.0
14.0
.0
14.0
.0
14.0
14.0
14.0 14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0 14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
.0
14.014.0
14.0
14.0
14.0
14.0
14.0
14.0
.0
14.0
14.0
14.0
.5
.5
14.5
14.5
.5
14.5
14.5
14.
14.5
.5
14.5
14.5
14.5
14.5
14.5
.5
14.5
14.5
14.5
14.5
14.5
14.5
14.5 14.5
.5
14.51 .5
14.5
14.5
14.5
14.5
14.5
14.
.514.5
14.5
14.5
14.5
4.5
.5
14.5
14.5
14.5
14.5
.5
.5
14.5
14.5
14.5 14.5
.5
14.514.
514.514.5
.5
14.5 14.
.5
14.5
14.5
14.5
.0
.0
15.0
15.0
15.0
15.
15.0
15.
015.0
15.0
15.0
15.0
15.0
15.0
15.0
15.0
15.0
15.0
15.0
15.0
.0
15.0
15.0
15.0
15.0
15.0
15.0
15.0
15.0
15.0 15.0
15.0
15.0
15.0 15.0
15.0
.0
15.0
15.0
15.0
.0
15.0
.0
.0
.0
.0
.0
.0
.0
15.0
15.0
15.0
15.0
15.0
15.0 15.0 15.0
.0
15.0
15.0
15.0
15.0
15.5
15.5
.5
15.5
15.
.5
15.5
15.5
15.5
15.5
15.5
15.5 15.5
15.5
15.5
15.5
15.5
.5
.5
15.5
15.5
15.5
15.5 15.5
15.5
.5
15.5
15.5
15.5
.5
15.5
15.5
.5
15.5
15.5
.5
15.5
15.
15.
15.
15.
.5
15.5
15.5
15.5 15.
5 15.
.5
15.5
15.5
15.5
.0
.0
16.0
.0
16.0
16.0
16.0
16.0
16.016.0
16.0
16.0
16.0
16.0
.0
16.0
.0
16.0
16.0
16.0
16.0 16.0
16.0
.0
16.0
16.0
16.0
16.0
16.0 16.0
16.0
16.0
16.0
16.0 16.0
16.0
.0
16.0
16.0
16.0
.0
16.0
16.0
.0
.5
.516.5
16.5
16.5
16.5
16.5
16.5
16.5
16.5 16.5
16.5
.5
16.5
.5
16.5
16.5
.5
16.5
16.5
.5
.5
16.5
16.5
.5
16.5
.5
16.5
16.5
16.5
.5
.5
16.516.5
16.5
16.5
16.5
.5
16.5
.5
16.516.5
17.0
17.0
17.0
17.0
17.0
17.0
17.0
17.0 17.0
17.0
17.0
17.0
17.0 17.0
17.0
17.0
17.0
.0
17.0
.0
.0
17.
0 17.0
17.0
17.0
17.0
.0
.0
17.0
17.0 17.0
17.0
17.0
17.0
17.0
17.0
17.0
17.0
17.0
17.
17.5
.5
.5
17.5 17.
17.5
17.5
17.5
17.
5 17.5
17.5
17.5
17.5
17.5
.5
17.5
17.5
17.5
.5
17.5
17.5 17.5
17.5
17.5
17.5
.5
17.517.5
17.5
17.5
17.5
18.0
.0
.0
18.0
18.0 18.0
18.0
18.0
18.0 18.0
18.0
18.0
18.0
18.0
.0
18.0
18.0 18 .0
18.0
18.0
18.0
18.0
18.0
.0
18.0
18.0
18.0
18.5
.5
.5
18.5
18.5 18.5
.5
18.5
18.5
18.5
18.5 18.
18.5
18.5
18.5
18.5
18.
18.5
18.5
18.5
18.
518.5
18.5
18.5
18.5
.5
18.5
18.5
18.5
19.0
19.0
19.0
19.0
.0
19.0
19.0
19.0 19.0
19.0
19.
.0
19.0
19.0
.0
19.0
19.0
.0
19.0 19.0
19.0
19.0
19.0
.0
19.0
19.0
19.0
19.5
19.5 19.5
19.
19.5 19.5
.5
19.5
.5
19.5
.5
.519.5
.5
19.5
19.5
19.5 19.5
19.5
19.5 19.5
19.5
19.5
19.5
.5
19.5
.5
19.5
19.5
20.0
20.0
20.0
20.0
20.0
20.0 20.0
20.0
20.0
.5
20.5
20.5 21.0
21.0
21.5
22.0
.5
.0
23.524.024.5
25.0
WALL
WALL
OCEAN PKWY
OCEAN PKWY
OCEAN PKWY
OCEAN PKWY
OCEAN PKWY
OCEAN PKWY
OCEAN PKWY
OCEAN PKWY
OCEAN PKWY
OCEAN PKWY
OCEAN PKWY
OCEAN PKWY
OCEAN PKWY
OCEAN PKWY
OCEAN PKWY
OCEAN PKWY
OCEAN PKWY
OCEAN PKWY
OCEAN PKWY
OCEAN PKWY
OCEAN PKWY
OCEAN PKWY
OCEAN PKWY
OCEAN PKWY
OCEAN PKWY
OCEAN PKWY
OCEAN PKWY
OCEAN PKWY
OCEAN PKWY
OCEAN PKWY
OCEAN PKWY
OCEAN PKWY
WALL
WALL
WALL
WALL
WALL
WALL
WALL
WALL
PIPE
PIPE
P
IP
E
P
IP
E
WALL
WALL
10+00 15+00 20+00 25+005+000+00 30+00 35+00 40+00 45+00 50+00 55+00 60+00 65+00 70+00 75+00 80+00 90+00 95+00 100+00 105+00 110+00 115+00 120+00
OFFSET
= 0
85+00 gauge at Sandy Hook
4. Mean High Water is elevation 2.0 based on NOAA tide
3. Vertical datum is NAVD 1988
2. Sanitary system and wells are from record drawings.
1. Survey is from field work dated January 22, 2020.
Notes:06/01/2021
6238Job:
Scale:
Date:
PREPARED BY
BEACH FILL FROM FIRE ISLAND INLET DREDGING
TOWN OF OYSTER BAY
MASSAPEQUA, NY
TOBAY BEACH
1" = 800'
6516.513.1313
1400 Old Country Road • Westbury • NY • 11590 de Bruin Engineering, P.C.
de Bruin Civil Engineering & Construction Management
SHEET NO. OF 42
TOBAY BEACH PLAN
SEC 67 BLK 002 LOT 3
T O
W N O
F O
Y S
T E
R B
A Y
T O
W N O
F B
A B
Y L
O N
N
S T
A T
E P
A R
K
J O
N E
S B
E A
C H
T O
B A
Y B
E A
C H
PAVILION
BEACH(VARIES ANNUALLY)
BIRD NESTING AREA
BERM - EL 8.4
MHW - EL 2.0
PROPOSEDEX. MHW - EL 2.0 NAVD 88 FILL AREA
OCEAN PARKWAY
AVAILABLE BUDGET.
AMOUNT PLACED IN ONE EVENT WILL BE BASED ON
PLACED WORKING FROM EAST TO WEST. TOTAL
UP TO 263,000 +/- CUBIC YARDS OF SAND WILL BE
TRANSPORT OF SAND ALONG THE BARRIER ISLANDS.
OF THE FIMI PROJECT TO RESTORE LONGSHORE
ISLAND INLET THAT IS PERFORMED BY USACE AS PART
SOURCE OF SAND WILL BE DREDGING FROM FIRE
ELEVATION 8.4 NAVD 88 (9.5 NGVD 1929).
RE-NOURISH TOBAY BEACH BY BUILDING BERM AT
SCOPE OF WORK:
10,790'
LEGEND
BEACH FILL AREA
AREA 1 - 53,000 CY +/-AREA 2 - 86,000 CY +/-AREA 3 - 124,000 CY +/-
EX. MLW - EL -2.6 NAVD 88 EX. SHW - EL 2.5 NAVD 88
LIMIT OF FILL AREA
BERM CREST
PROPOSED MEAN HIGH WATER (MHW) - EL 2.0
EX. SPRING HIGH WATER (SHW) - EL 2.5
EX. MEAN HIGH WATER (MHW) - EL 2.0
EX. MEAN LOW WATER (MLW) - EL -2.6
EX. FENCE
MHW
-2
-4
-6
-8
-10
-12
-14
-16
-18
-2
-4
-6
-8
-10
-12
-14
-16
-18 0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950 1000 1050 1100 1150 1200 1250 1300
0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950 1000 1050 1100 1150 1200 1250 1300
-2
-4
-6
-8
-10
-12
-14
-16
-18
-2
-4
-6
-8
-10
-12
-14
-16
-18 0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950 1000 1050 1100 1150 1200 1250 1300
0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950 1000 1050 1100 1150 1200 1250 1300
E L
E V
A T
I O
N
F T
OFFSET (FT)
E L
E V
A T
I O
N
F T
OFFSET (FT)
STA. 10+00
STA. 15+00
SHW
MLW
MHW
SHW
MLW
BERM - EL 8.4
BERM - EL 8.4
1 ON 13
1 ON 13
EXISTING GRADE
EXISTING GRADE
gauge at Sandy Hook
4. Mean High Water is elevation 2.0 based on NOAA tide
3. Vertical datum is NAVD 1988
2. Sanitary system and wells are from record drawings.
1. Survey is from field work dated January 22, 2020.
Notes:06/01/2021
6238Job:
Scale:
Date:
PREPARED BY
BEACH FILL FROM FIRE ISLAND INLET DREDGING
TOWN OF OYSTER BAY
MASSAPEQUA, NY
TOBAY BEACH
1" = 10' V
1" = 100'H
STA 10+00 AND STA 15+00
SECTIONS
516.513.1313
1400 Old Country Road • Westbury • NY • 11590 de Bruin Engineering, P.C.
de Bruin Civil Engineering & Construction Management
-2
-4
-6
-8
-10
-12
-14
-16
-18
-2
-4
-6
-8
-10
-12
-14
-16
-18 0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950 1000 1050 1100 1150 1200 1250 1300
0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950 1000 1050 1100 1150 1200 1250 1300
-2
-4
-6
-8
-10
-12
-14
-16
-18
-2
-4
-6
-8
-10
-12
-14
-16
-18 0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950 1000 1050 1100 1150 1200 1250 1300
0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950 1000 1050 1100 1150 1200 1250 1300
E L
E V
A T
I O
N
F T
OFFSET (FT)
E L
E V
A T
I O
N
F T
OFFSET (FT)
STA. 20+00
STA. 25+00
MHW
SHW
MLW
MHW
SHW
MLW
BERM - EL 8.4
BERM - EL 8.4
1 ON 13
1 ON 13
EXISTING GRADE
EXISTING GRADE
gauge at Sandy Hook
4. Mean High Water is elevation 2.0 based on NOAA tide
3. Vertical datum is NAVD 1988
2. Sanitary system and wells are from record drawings.
1. Survey is from field work dated January 22, 2020.
Notes:06/01/2021
6238Job:
Scale:
Date:
PREPARED BY
BEACH FILL FROM FIRE ISLAND INLET DREDGING
TOWN OF OYSTER BAY
MASSAPEQUA, NY
TOBAY BEACH
1" = 10' V
1" = 100'H
STA 20+00 AND STA 25+00
SECTIONS
516.513.1313
1400 Old Country Road • Westbury • NY • 11590 de Bruin Engineering, P.C.
de Bruin Civil Engineering & Construction Management
-2
-4
-6
-8
-10
-12
-14
-16
-18
-2
-4
-6
-8
-10
-12
-14
-16
-18 0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950 1000 1050 1100 1150 1200 1250 1300
0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950 1000 1050 1100 1150 1200 1250 1300
-2
-4
-6
-8
-10
-12
-14
-16
-18
-2
-4
-6
-8
-10
-12
-14
-16
-18 0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950 1000 1050 1100 1150 1200 1250 1300
0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950 1000 1050 1100 1150 1200 1250 1300
E L
E V
A T
I O
N
F T
OFFSET (FT)
E L
E V
A T
I O
N
F T
OFFSET (FT)
STA. 30+00
STA. 35+00
MHW
SHW
MLW
MHW
SHW
MLW
BERM - EL 8.4
BERM - EL 8.4
1 ON 13
1 ON 13
EXISTING GRADE
EXISTING GRADE
gauge at Sandy Hook
4. Mean High Water is elevation 2.0 based on NOAA tide
3. Vertical datum is NAVD 1988
2. Sanitary system and wells are from record drawings.
1. Survey is from field work dated January 22, 2020.
Notes:06/01/2021
6238Job:
Scale:
Date:
PREPARED BY
BEACH FILL FROM FIRE ISLAND INLET DREDGING
TOWN OF OYSTER BAY
MASSAPEQUA, NY
TOBAY BEACH
1" = 10' V
1" = 100'H
STA 30+00 AND STA 35+00
SECTIONS
516.513.1313
1400 Old Country Road • Westbury • NY • 11590 de Bruin Engineering, P.C.
de Bruin Civil Engineering & Construction Management
-2
-4
-6
-8
-10
-12
-14
-16
-18
-2
-4
-6
-8
-10
-12
-14
-16
-18 0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950 1000 1050 1100 1150 1200 1250 1300
0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950 1000 1050 1100 1150 1200 1250 1300
-2
-4
-6
-8
-10
-12
-14
-16
-18
-2
-4
-6
-8
-10
-12
-14
-16
-18 0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950 1000 1050 1100 1150 1200 1250 1300
0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950 1000 1050 1100 1150 1200 1250 1300
E L
E V
A T
I O
N
F T
OFFSET (FT)
E L
E V
A T
I O
N
F T
OFFSET (FT)
STA. 40+00
STA. 45+00
MHW
SHW
MLW
MHW
SHW
MLW
BERM - EL 8.4
BERM - EL 8.4
1 ON 13
1 ON 13
EXISTING GRADE
EXISTING GRADE
gauge at Sandy Hook
4. Mean High Water is elevation 2.0 based on NOAA tide
3. Vertical datum is NAVD 1988
2. Sanitary system and wells are from record drawings.
1. Survey is from field work dated January 22, 2020.
Notes:06/01/2021
6238Job:
Scale:
Date:
PREPARED BY
BEACH FILL FROM FIRE ISLAND INLET DREDGING
TOWN OF OYSTER BAY
MASSAPEQUA, NY
TOBAY BEACH
1" = 10' V
1" = 100'H
STA 40+00 AND STA 45+00
SECTIONS
516.513.1313
1400 Old Country Road • Westbury • NY • 11590 de Bruin Engineering, P.C.
de Bruin Civil Engineering & Construction Management
-2
-4
-6
-8
-10
-12
-14
-16
-18
-2
-4
-6
-8
-10
-12
-14
-16
-18 0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950 1000 1050 1100 1150 1200 1250 1300
0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950 1000 1050 1100 1150 1200 1250 1300
-2
-4
-6
-8
-10
-12
-14
-16
-18
-2
-4
-6
-8
-10
-12
-14
-16
-18 0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950 1000 1050 1100 1150 1200 1250 1300
0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950 1000 1050 1100 1150 1200 1250 1300
E L
E V
A T
I O
N
F T
OFFSET (FT)
E L
E V
A T
I O
N
F T
OFFSET (FT)
STA. 50+00
STA. 55+00
MHW
SHW
MLW
MHW
SHW
MLW
BERM - EL 8.4
BERM - EL 8.4
1 ON 13
1 ON 13
EXISTING GRADE
EXISTING GRADE
gauge at Sandy Hook
4. Mean High Water is elevation 2.0 based on NOAA tide
3. Vertical datum is NAVD 1988
2. Sanitary system and wells are from record drawings.
1. Survey is from field work dated January 22, 2020.
Notes:06/01/2021
6238Job:
Scale:
Date:
PREPARED BY
BEACH FILL FROM FIRE ISLAND INLET DREDGING
TOWN OF OYSTER BAY
MASSAPEQUA, NY
TOBAY BEACH
1" = 10' V
1" = 100'H
STA 50+00 AND STA 55+00
SECTIONS
516.513.1313
1400 Old Country Road • Westbury • NY • 11590 de Bruin Engineering, P.C.
de Bruin Civil Engineering & Construction Management
-2
-4
-6
-8
-10
-12
-14
-16
-18
-2
-4
-6
-8
-10
-12
-14
-16
-18 0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950 1000 1050 1100 1150 1200 1250 1300
0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950 1000 1050 1100 1150 1200 1250 1300
-2
-4
-6
-8
-10
-12
-14
-16
-18
-2
-4
-6
-8
-10
-12
-14
-16
-18 0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950 1000 1050 1100 1150 1200 1250 1300
0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950 1000 1050 1100 1150 1200 1250 1300
E L
E V
A T
I O
N
F T
OFFSET (FT)
E L
E V
A T
I O
N
F T
OFFSET (FT)
STA. 60+00
STA. 65+00
MHW
SHW
MLW
MHW
SHW
MLW
BERM - EL 8.4
BERM - EL 8.4
1 ON 13
1 ON 13
EXISTING GRADE
EXISTING GRADE
gauge at Sandy Hook
4. Mean High Water is elevation 2.0 based on NOAA tide
3. Vertical datum is NAVD 1988
2. Sanitary system and wells are from record drawings.
1. Survey is from field work dated January 22, 2020.
Notes:06/01/2021
6238Job:
Scale:
Date:
PREPARED BY
BEACH FILL FROM FIRE ISLAND INLET DREDGING
TOWN OF OYSTER BAY
MASSAPEQUA, NY
TOBAY BEACH
1" = 10' V
1" = 100'H
STA 60+00 AND STA 65+00
SECTIONS
516.513.1313
1400 Old Country Road • Westbury • NY • 11590 de Bruin Engineering, P.C.
de Bruin Civil Engineering & Construction Management
-2
-4
-6
-8
-10
-12
-14
-16
-18
-2
-4
-6
-8
-10
-12
-14
-16
-18 0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950 1000 1050 1100 1150 1200 1250 1300
0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950 1000 1050 1100 1150 1200 1250 1300
-2
-4
-6
-8
-10
-12
-14
-16
-18
-2
-4
-6
-8
-10
-12
-14
-16
-18 0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950 1000 1050 1100 1150 1200 1250 1300
0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950 1000 1050 1100 1150 1200 1250 1300
E L
E V
A T
I O
N
F T
OFFSET (FT)
E L
E V
A T
I O
N
F T
OFFSET (FT)
STA. 70+00
STA. 75+00
MHW
SHW
MLW
MHW
SHW
MLW
BERM - EL 8.4
BERM - EL 8.4
1 ON 13
1 ON 13
EXISTING GRADE
EXISTING GRADE
gauge at Sandy Hook
4. Mean High Water is elevation 2.0 based on NOAA tide
3. Vertical datum is NAVD 1988
2. Sanitary system and wells are from record drawings.
1. Survey is from field work dated January 22, 2020.
Notes:06/01/2021
6238Job:
Scale:
Date:
PREPARED BY
BEACH FILL FROM FIRE ISLAND INLET DREDGING
TOWN OF OYSTER BAY
MASSAPEQUA, NY
TOBAY BEACH
1" = 10' V
1" = 100'H
STA 70+00 AND STA 75+00
SECTIONS
516.513.1313
1400 Old Country Road • Westbury • NY • 11590 de Bruin Engineering, P.C.
de Bruin Civil Engineering & Construction Management
-2
-4
-6
-8
-10
-12
-14
-16
-18
-2
-4
-6
-8
-10
-12
-14
-16
-18 0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950 1000 1050 1100 1150 1200 1250 1300
0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950 1000 1050 1100 1150 1200 1250 1300
-2
-4
-6
-8
-10
-12
-14
-16
-18
-2
-4
-6
-8
-10
-12
-14
-16
-18 0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950 1000 1050 1100 1150 1200 1250 1300
0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950 1000 1050 1100 1150 1200 1250 1300
E L
E V
A T
I O
N
F T
OFFSET (FT)
E L
E V
A T
I O
N
F T
OFFSET (FT)
STA. 80+00
STA. 85+00
MHW
SHW
MLW
MHW
SHW
MLW
BERM - EL 8.4
BERM - EL 8.4
1 ON 13
1 ON 13
EXISTING GRADE
EXISTING GRADE
gauge at Sandy Hook
4. Mean High Water is elevation 2.0 based on NOAA tide
3. Vertical datum is NAVD 1988
2. Sanitary system and wells are from record drawings.
1. Survey is from field work dated January 22, 2020.
Notes:06/01/2021
6238Job:
Scale:
Date:
PREPARED BY
BEACH FILL FROM FIRE ISLAND INLET DREDGING
TOWN OF OYSTER BAY
MASSAPEQUA, NY
TOBAY BEACH
1" = 10' V
1" = 100'H
STA 80+00 AND STA 85+00
SECTIONS
516.513.1313
1400 Old Country Road • Westbury • NY • 11590 de Bruin Engineering, P.C.
de Bruin Civil Engineering & Construction Management
-2
-4
-6
-8
-10
-12
-14
-16
-18
-2
-4
-6
-8
-10
-12
-14
-16
-18 0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950 1000 1050 1100 1150 1200 1250 1300
0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950 1000 1050 1100 1150 1200 1250 1300
-2
-4
-6
-8
-10
-12
-14
-16
-18
-2
-4
-6
-8
-10
-12
-14
-16
-18 0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950 1000 1050 1100 1150 1200 1250 1300
0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950 1000 1050 1100 1150 1200 1250 1300
E L
E V
A T
I O
N
F T
OFFSET (FT)
E L
E V
A T
I O
N
F T
OFFSET (FT)
STA. 90+00
STA. 95+00
MHW
SHW
MLW
MHW
SHW
MLW
BERM - EL 8.4
BERM - EL 8.4
1 ON 13
1 ON 13
EXISTING GRADE
EXISTING GRADE
gauge at Sandy Hook
4. Mean High Water is elevation 2.0 based on NOAA tide
3. Vertical datum is NAVD 1988
2. Sanitary system and wells are from record drawings.
1. Survey is from field work dated January 22, 2020.
Notes:06/01/2021
6238Job:
Scale:
Date:
PREPARED BY
BEACH FILL FROM FIRE ISLAND INLET DREDGING
TOWN OF OYSTER BAY
MASSAPEQUA, NY
TOBAY BEACH
1" = 10' V
1" = 100'H
STA 90+00 AND STA 95+00
SECTIONS
516.513.1313
1400 Old Country Road • Westbury • NY • 11590 de Bruin Engineering, P.C.
de Bruin Civil Engineering & Construction Management
-2
-4
-6
-8
-10
-12
-14
-16
-18
-2
-4
-6
-8
-10
-12
-14
-16
-18 0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950 1000 1050 1100 1150 1200 1250 1300
0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950 1000 1050 1100 1150 1200 1250 1300
-2
-4
-6
-8
-10
-12
-14
-16
-18
-2
-4
-6
-8
-10
-12
-14
-16
-18 0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950 1000 1050 1100 1150 1200 1250 1300
0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950 1000 1050 1100 1150 1200 1250 1300
E L
E V
A T
I O
N
F T
OFFSET (FT)
E L
E V
A T
I O
N
F T
OFFSET (FT)
STA. 100+00
STA. 105+00
MHW
SHW
MLW
MHW
SHW
MLW
BERM - EL 8.4
BERM - EL 8.4
1 ON 13
1 ON 13
EXISTING GRADE
EXISTING GRADE
gauge at Sandy Hook
4. Mean High Water is elevation 2.0 based on NOAA tide
3. Vertical datum is NAVD 1988
2. Sanitary system and wells are from record drawings.
1. Survey is from field work dated January 22, 2020.
Notes:06/01/2021
6238Job:
Scale:
Date:
PREPARED BY
BEACH FILL FROM FIRE ISLAND INLET DREDGING
TOWN OF OYSTER BAY
MASSAPEQUA, NY
TOBAY BEACH
1" = 10' V
1" = 100'H
STA 100+00 AND STA 105+00
SECTIONS
516.513.1313
1400 Old Country Road • Westbury • NY • 11590 de Bruin Engineering, P.C.
de Bruin Civil Engineering & Construction Management
-2
-4
-6
-8
-10
-12
-14
-16
-18
-2
-4
-6
-8
-10
-12
-14
-16
-18 0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950 1000 1050 1100 1150 1200 1250 1300
0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950 1000 1050 1100 1150 1200 1250 1300
E L
E V
A T
I O
N
F T
OFFSET (FT)
STA. 110+00
MHW
SHW
MLW
BERM - EL 8.4
1 ON 13
EXISTING GRADE
gauge at Sandy Hook
4. Mean High Water is elevation 2.0 based on NOAA tide
3. Vertical datum is NAVD 1988
2. Sanitary system and wells are from record drawings.
1. Survey is from field work dated January 22, 2020.
Notes:06/01/2021
6238Job:
Scale:
Date:
PREPARED BY
BEACH FILL FROM FIRE ISLAND INLET DREDGING
TOWN OF OYSTER BAY
MASSAPEQUA, NY
TOBAY BEACH
1" = 10' V
1" = 100'H 17516.513.1313
1400 Old Country Road • Westbury • NY • 11590 de Bruin Engineering, P.C.
de Bruin Civil Engineering & Construction Management STA 110+00
SECTION
-8.0
-7.5
-7.5
-7.5
-7.0 -7.0
-7.0 -6.5
-6.5
-6.5
-6.0
-6.0 -6.0
-5.5
-5.5
-5.5
-5.0 -5.0
-5.0
-4.5
-4.5
-4.0 -4.0
-4.0
-3.5
-3.5
-3.0
-3.0
-2.5
-2.5
-2.0
-2.0
-2.0
-1.5
-1.5
-1.5
-1.0 -1.0 -0.5 -0.5
0.0
0.00.0
0.0
0.5
0.5 0.5
0.51.0 1.0
1.0
1.
1.51.5
2.0 2.0
2.0
2.5 2.5
2.5
3.0
3.0
3.0
3.5
3.5
3.5
3.5
3.5
4.0
4.0
4.0
4.0
4.0 4.0
4.0
4.0
4.0
4.0
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
.5
5.0
5.0
5.0
5.0
5.5
5.5
5.5
6.0
6.0
6.0
6.5
6.5
6.5 7.0
7.0
7.0
7.5
7.5
7.5
7.5 8.0
8.0
8.0
8.0
8.5
8.5
8.5
8.5 9.0
9.0
9.0 9.5
9.5
9.5 9.5
10.0
10.0
10.0
10.010.0 10.0
10.010.0
10.5
.5
.5
10.
10.5
10.5
10.510.5
10.510.5
10.5 11.0
11.0
11.0
11.0
11.0 11.0
11.0
11.0
11.0
11.0
11.5 11.5
11.5
11.5
11.5
11.5
12.012.
12.0
12.5
12.5 .5
13.0 13.0
.514.0
14.5
.5
15.0 15.0
15.
gauge at Sandy Hook
4. Mean High Water is elevation 2.0 based on NOAA tide
3. Vertical datum is NAVD 1988
2. Sanitary system and wells are from record drawings.
1. Survey is from field work dated January 22, 2020.
Notes:06/01/2021
6238Job:
Scale:
Date:
PREPARED BY
BEACH FILL FROM FIRE ISLAND INLET DREDGING
TOWN OF OYSTER BAY
MASSAPEQUA, NY
TOBAY BEACH
18516.513.1313
1400 Old Country Road • Westbury • NY • 11590 de Bruin Engineering, P.C.
de Bruin Civil Engineering & Construction Management
SHEET NO. OF 42
STA 5+00 TO STA 10+00
PLAN
1" = 50' SEC 67 BLK 002 LOT 3
EX. MHW - EL 2.0 NAVD 88
T O
B A Y B
E A
C H
JO
N
E S B
E A
C H S
T A T E P
A R
K T
O B
A Y B
E A
C H
N
PROPOSED MHW - EL 2.0
LIMIT OF SEAWARD FILL
BERM - EL 8.4
LIMIT OF LANDWARD FILL - EL 8.4
EX. SHW - EL 2.5 NAVD 88
EX. MLW - EL -2.6 NAVD 88
-7.5
-7.5
-7.0
-7.0
-6.5
-6.5
-6.5
-6.0
-6.0 -6.0
-5.5
-5.5
-5.0
-5.0
-4.5 -4.5
-4.0
-4.0
-3.5 -3.5
-3.5 -3 .0
-3.0 -3.0
-2.5
-2.5
-2.5
-2.0
-2.0-2.0
-1.5 -1.5
-1.0
-1.0 -1.0 -0.5
-0.5 -0.5
0.0 0.00.0
0.0
0.5
0.5
0.5 0.51.0
1.0 1.0
1.5
1.5
1.
2.0 2.0
.0
2.5 2.5 2.5
3.0
3.0
3.0
3.5
3.5
3.5
3.5
4.0
4.0
4.0
4.0 4.0
4.0
4.0 4.0
4.0
4.5
4.5
4.5
4.5
.5 4.5
4.5
4.5
5.0
5.0
5.0
5.0
5.5
5.5 5.5
5.5 6.0
6.06.0
6.0
6.5
6.5 6.5
7.07.0 7.0
7.5
7.5 7
.5 8.0
8.08.0
8.0
8.5
8.5 8.5
8.5
9.0
9.0
9.09.0 9.5
9.5
9.5
.0
10.0
10.010.0
10.0
10.0
10.5
.5
10.5
10.
10.
10.511.0
11.0
11.0
11.0
11.0
11.0
11.0
11.5
11.5 11.5
12.0 12.012.5
12.
13.0
13.0
.5
14.0 14.5
15.0
15.
516.0
16.5 17.017.518.018.5 19.0 gauge at Sandy Hook
4. Mean High Water is elevation 2.0 based on NOAA tide
3. Vertical datum is NAVD 1988
2. Sanitary system and wells are from record drawings.
1. Survey is from field work dated January 22, 2020.
Notes:06/01/2021
6238Job:
Scale:
Date:
PREPARED BY
BEACH FILL FROM FIRE ISLAND INLET DREDGING
TOWN OF OYSTER BAY
MASSAPEQUA, NY
TOBAY BEACH
19516.513.1313
1400 Old Country Road • Westbury • NY • 11590 de Bruin Engineering, P.C.
de Bruin Civil Engineering & Construction Management STA 10+00 TO STA 15+00
PLAN
SHEET NO. OF 42
1" = 50' SEC 67 BLK 002 LOT 3
EX. MHW - EL 2.0 NAVD 88
N
EL 8.4LIMIT OF LANDWARD FILL -
PROPOSED MHW - EL 2.0
LIMIT OF SEAWARD FILL
EL 8.4BERM -
-9.
-8.
-8.0
-8.0
-7.5
-7.5
-7.5
-7.0
-7.0
-7.0 -6.5
-6.5 -6.0
-6.0
-5.5
-5.5
-5.0-5.0
-5.0
-4.5
-4.5 -4.5
-4.0
-4.0
-4.0
-3.5
-3.5
-3.0
-3.0
-3 .0
-2.5
-2.5
-2.0
-2.0
-1.5
-1.5
-1.5
-1.0
-1.0
-0.5
-0.5 -0.5 0.00.0
0.0 0.0
0.5
0.5 0.5
1.0
1.0
1.01.5
1.5 1.5
.0 2.0
2.0 2.5
2.5
2.5
3.0 3.0 3.0
3.53.53.5
4.0
4.0 4.0
4.0
4.5
4.5
4.5
4.5 5.0
5.0 5.0
5.0
5.5
5.5
5.5
5.5
6.0 6.0
6.0
6.0
6.5
6.5
6.5 7.0
7.0
7.0
.5
7.5
7.5 8.0
8.0
8.08.5 8.5
8.5 9.0
9.0
9.0
9.0 9.5
9.5
9.
9.5
9.5
9.5
9.5
9.5
.0
.0
10.0
10.0
10.0
10.010.0
10.0
.0
10.0
10.5
.5
10.5
10.5
10.5
10.5
10.5
.5
.5
10.5
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.5 11.5
11.5
.5
11.5
.5
11.5
.0
12.0
12.0
12.012.5
12.5 13.013.0
13.0 13.5
.5
13.5
14.0
14.0
.0 14.5
14.5 15.0
15.0
15.
516.0
.516.5 17.017.518.018.5
19.0 gauge at Sandy Hook
4. Mean High Water is elevation 2.0 based on NOAA tide
3. Vertical datum is NAVD 1988
2. Sanitary system and wells are from record drawings.
1. Survey is from field work dated January 22, 2020.
Notes:06/01/2021
6238Job:
Scale:
Date:
PREPARED BY
BEACH FILL FROM FIRE ISLAND INLET DREDGING
TOWN OF OYSTER BAY
MASSAPEQUA, NY
TOBAY BEACH
STA 15+00 TO STA 20+00
PLAN
20516.513.1313
1400 Old Country Road • Westbury • NY • 11590 de Bruin Engineering, P.C.
de Bruin Civil Engineering & Construction Management
SHEET NO. OF 42
1" = 50' SEC 67 BLK 002 LOT 3
N
EL 8.4LIMIT OF LANDWARD FILL -
EL 8.4BERM -
EX. MLW - EL -2.6 NAVD 88PROPOSED MHW - EL 2.0
LIMIT OF SEAWARD FILL
EX. MHW - EL 2.0 NAVD 88
-9.
0 -9.0
-9.0
-8.5
-8.5
-8.
-8.0
-8.0
-8.0
-7 .5
-7.5 -7.5
-7.0
-7.0 -7.0
-6.5
-6.5 -6.5
-6.0
-6.0
-6.0
-5.5-5.5-5.5
-5.0
-5.0
-4.5 -4.5
-4.0-4.0
-3.5 -3.5
-3.5
-3.0-3.0
-2.5-2.5
-2.5
-2.0 -2.0
-2.0
-1.5
-1.5
-1.5 -1.0 -1.0 -1.0-0.5
-0.5 0.0 0.0
0.0
0.5 0.5
0.51.0 1.0
1.0 1.5
1.51.5
2.0 2.0
2.0
2.5 2.5
2.5
3.0
3.0 3.0
3.5 3.53.5
3.5
3.5 3.53.5
4.04.04.0
4.0
4.0
4.0
4.0
4.0
4.5
4.5
4.5
4.5
5.0
5.0
5.0
5.5
5.5
5.5
5.5
6.0
6.0
6.0 6.0
6.5 6.5
6.5
7.0
7.0 7.0 7.5
7.5
7.5
8.0
8.0 8.0
8.5 8.5
8.5
9.0
9.0
9.0
9.0
.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
.0
10.0
10.010.0
10.0
10.0
10.0
10.5
10.5
10.5
10.5
10.5
10.5
11.0
11.0
11.0
11.0
11.0 11.0
11.0
11.5
.5
11.5
.5
11.5
11.5 11.5
.0
12.0
12.0 12.0
12.5
.5
.5
13.0
13.013.0 13.5
13.514.0
14.515.0
.5 gauge at Sandy Hook
4. Mean High Water is elevation 2.0 based on NOAA tide
3. Vertical datum is NAVD 1988
2. Sanitary system and wells are from record drawings.
1. Survey is from field work dated January 22, 2020.
Notes:06/01/2021
6238Job:
Scale:
Date:
PREPARED BY
BEACH FILL FROM FIRE ISLAND INLET DREDGING
TOWN OF OYSTER BAY
MASSAPEQUA, NY
TOBAY BEACH
STA 20+00 TO STA 25+00
PLAN
21516.513.1313
1400 Old Country Road • Westbury • NY • 11590 de Bruin Engineering, P.C.
de Bruin Civil Engineering & Construction Management
SHEET NO. OF 42
1" = 50' SEC 67 BLK 002 LOT 3
N
EL 8.4LIMIT OF LANDWARD FILL -
EX. SHW - EL 2.5 NAVD 88
PROPOSED MHW - EL 2.0
LIMIT OF SEAWARD FILL
EL 8.4BERM -
-9.0
-8.5-8.5 -8.5
-8.0 -8.0
-7.5
-7.5 -7 .5
-7.0 -7.0
-7.0
-6.5
-6.5 -6.0
-6.0
-5.5
-5.5
-5.0
-5.0 -5.0
-4.5
-4.5
-4.5
-4.0
-4.0-4.0
-3.5
-3.5
-3.5
-3.0
-3.0
-3.0
-2.5
-2.5
-2.5
-2.0
-2.0 -1.5
-1.5
-1.0 -1.0
-0.5
-0.5
-0.5
0.0
0.00.0
0.5
0.5 0.5
1.0
1.0 1.0 1.5
1.51.51.5
2.0 2.0 2.0
2.5
2.5 2.5
3.0
3.0 3.0
3.0
3.0 3.0
3.0
3.5
3.5
3.5
3.5 3.5
3.5
3.
3.53.5 4.0
4.04.0
4.0 4.0
4.0
4.0 4.0
4.0
4.5
4.5
4.5
5.0
5.0
5.0
5.5
5.5
5.5
6.0
6.0
6.0
6.0
6.5
6.5
6.5 6.5
7.0
7.0
7.0
7.5
7.5
7.5 8.08.0
8.0
8.0
8.5
8.5
8.5 8.5
9.0
9.09.0
9.0
9.0
.5
9.5
9.5
9.5
9.5
9.5 9.5
9.5
9.5
10.0
10.0
10.0
10.0
10.5
10.5
10.
10.5
10.5
10.5 11.0
11.0
.0
11.0
.0
11.5
11.5 11.
5 11.5
11.5
12.0 12.0
12.0
12.5 12.5
.5
13.0
13.0
13.5
13.513.5 14.0
14.5
14.
14.5
15.0
15.
gauge at Sandy Hook
4. Mean High Water is elevation 2.0 based on NOAA tide
3. Vertical datum is NAVD 1988
2. Sanitary system and wells are from record drawings.
1. Survey is from field work dated January 22, 2020.
Notes:06/01/2021
6238Job:
Scale:
Date:
PREPARED BY
BEACH FILL FROM FIRE ISLAND INLET DREDGING
TOWN OF OYSTER BAY
MASSAPEQUA, NY
TOBAY BEACH
STA 25+00 TO STA 30+00
PLAN
22516.513.1313
1400 Old Country Road • Westbury • NY • 11590 de Bruin Engineering, P.C.
de Bruin Civil Engineering & Construction Management
SHEET NO. OF 42
1" = 50' SEC 67 BLK 002 LOT 3
N
NESTING AREA
WEST END OF BIRD
EL 8.4LIMIT OF LANDWARD FILL -
EL 8.4BERM -
EX. SHW - EL 2.5 NAVD 88
PROPOSED MHW - EL 2.0
LIMIT OF SEAWARD FILL
-8.5
-8.0
-8.0
-8.0
-7.5
-7.5
-7.0
-7.0
-7.0
-6.5
-6.5
-6.5 -6.0
-6.0
-6.0
-5.5
-5.5
-5.5
-5.0 -5.0
-5.0
-4.5
-4.5 -4.0
-4.0
-4.0 -3.5
-3.5
-3.0
-3.0
-2.5
-2.5
-2.0
-2.0
-2.0
-1.5
-1.5
-1.5
-1.0
-1.0
-1.
-0.5
-0.5 0.
0.0
0.0
0.5
0.5
0.5
1.0
1.0
1.0 1.5
1.51.5 1.5
2.0
2.0 2.0
2.0
2.5 2.5 2.5 2.5
3.0
3.0
3.0
3.0
3.0 3.0
3.0
3.5
3.5
3.5
3.5
3.5
3.5
3.
54.0
4.0
4.0
4.0 4.0
4.5
4.5
4.5
5.0 5.0
5.0 5.5
5.55.5 6.0
6.06.0
6.5 6.5 6.5
6.5 7.0
7.07.0 7.0
7.5
7.5 7.5
7.5 8.0
.08.08.08.0
8.5 8.5 8.5 8.5
8.5
9.0
9.0
9.0 9.0
9.09.0
9.5
9.5
9.5 9.5
.5
.5
9.5
.0
10.0
.0
10.0
10.0 10.0
10.0
10.5
10.
.5
10.5
10.5
.5
10.5
10.5
11.0
.0
11.0
.0
11.
5 11.5
11.5
12.0 12.5
12.5
13.0
13.5
13.5
14.5
.514.5
15.0
15.
.0
15.5 gauge at Sandy Hook
4. Mean High Water is elevation 2.0 based on NOAA tide
3. Vertical datum is NAVD 1988
2. Sanitary system and wells are from record drawings.
1. Survey is from field work dated January 22, 2020.
Notes:06/01/2021
6238Job:
Scale:
Date:
PREPARED BY
BEACH FILL FROM FIRE ISLAND INLET DREDGING
TOWN OF OYSTER BAY
MASSAPEQUA, NY
TOBAY BEACH
STA 30+00 TO STA 35+00
PLAN
23516.513.1313
1400 Old Country Road • Westbury • NY • 11590 de Bruin Engineering, P.C.
de Bruin Civil Engineering & Construction Management
SHEET NO. OF 42
1" = 50' SEC 67 BLK 002 LOT 3
N
NESTING AREA
WEST END OF BIRD
BIRD NESTING AREA
EL 8.4LIMIT OF LANDWARD FILL -
EL 8.4BERM -
EX. MLW - EL -2.6 NAVD 88 PROPOSED MHW - EL 2.0
LIMIT OF SEAWARD FILL
-8.0
-7.5 -7.5
-7.5 -7.0 -7.0
-6.5 -6.5 -6.5
-6.0
-6.0-6.0
-5.5-5.5
-5.0
-5.0
-4.5 -4.5
-4.5
-4.0
-4.0
-3.5
-3.5
-3.5 -3.0
-3.0-3.0
-2.5
-2.5-2.5
-2.0-2.0
-2.0
-1.5
-1.5 -1.
-1.0 -1.0 -0.5
-0.5 -0.5
0.0
0.0
0.
0.5
0.5
0.5
1.0
1.0
1.0
1.0
1.5
1.5 1.5
1.5 2.0
2.0
2.0
2.0
2.5 2.5
2.5
2.5 3.0
3.0
3.0
3.0
3.5
3.5
3.5
3.5
3.5
3.5
3.5
4.0
4.0
4.0
4.5
4.5
4.5
5.0
5.0
5.0
5.5
5.5
5.5
6.0
6.0
6.0
6.5
6.5
6.5
6.5 7.0
7.0
7.0
7.0
7.5 7.5
7.5
7.5 8.0
8.0
8.0 8.0
.08.0
8.5 8.5
8.5
8.
8.5 8.5
9.0
9.0
9.0
9.0
9.0
9.0
9.0 9.0
9.5
9.5
.5
9.5
9.5
9.5
9.5
9.5
.0
10.0
10.0
10.0
10.0
.0
10.0
10.5
10.
.5
10.5
10.5
11.0
11.0
11.0 gauge at Sandy Hook
4. Mean High Water is elevation 2.0 based on NOAA tide
3. Vertical datum is NAVD 1988
2. Sanitary system and wells are from record drawings.
1. Survey is from field work dated January 22, 2020.
Notes:06/01/2021
6238Job:
Scale:
Date:
PREPARED BY
BEACH FILL FROM FIRE ISLAND INLET DREDGING
TOWN OF OYSTER BAY
MASSAPEQUA, NY
TOBAY BEACH
STA 35+00 TO STA 40+00
PLAN
24516.513.1313
1400 Old Country Road • Westbury • NY • 11590 de Bruin Engineering, P.C.
de Bruin Civil Engineering & Construction Management
SHEET NO. OF 42
1" = 50' SEC 67 BLK 002 LOT 3
NBIRD NESTING AREA
EL 8.4LIMIT OF LANDWARD FILL -
EL 8.4BERM - EX. MHW - EL 2.0 NAVD 88
PROPOSED MHW - EL 2.0
LIMIT OF SEAWARD FILL
-8.0
-8.0-7.5
-7.5 -7.0
-7.0
-7.0-6.5
-6.5
-6.0
-6.0
-5 .5
-5.5
-5.5
-5.0
-5.0 -5.0
-4.5
-4.5
-4.5
-4.0
-4.0
-4.0
-3.5
-3.5
-3.0
-3.0
-2.5
-2.5
-2.0
-2.0
-1.5
-1.5-1.5
-1.0
-1.0
-0.5
-0.5
-0.5
0.0 0.0
0.0
0.5
0.5 0.5
1.0
1.0 1.0
1.0
1.51.5 1.5
1.5
2.0
2.0
2.0 2.02.5
2.5
2.5
2.5
3.0
3.0
3.0
3.5
3.5
3.5
3.5
3.5 3.5
3.5
3.5
4.0
4.0
4.0
4.0
4.5
4.5
4.5
5.0
5.0
5.0
5.5
5.5
5.5
6.0
6.0
6.0 6.5
6.5
6.5
7.0
7.0
7.0
7.0 7.5
7.5
7.5
8.0
8.0
8.0 8.0
8.5
8.5
8.5
8.5
8.5
9.0
9.0
9.
9.0
9.0
9.0
9.0
9.
9.0
9.0
9.59.5
.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5 9.
9.5
9.5 9.5
10.0 10.0
.0
10.0
.0
10.0 10.010.5
10.5
10.5
10.5
.0
.0
11.0
11.0 gauge at Sandy Hook
4. Mean High Water is elevation 2.0 based on NOAA tide
3. Vertical datum is NAVD 1988
2. Sanitary system and wells are from record drawings.
1. Survey is from field work dated January 22, 2020.
Notes:06/01/2021
6238Job:
Scale:
Date:
PREPARED BY
BEACH FILL FROM FIRE ISLAND INLET DREDGING
TOWN OF OYSTER BAY
MASSAPEQUA, NY
TOBAY BEACH
STA 40+00 TO STA 45+00
PLAN
25516.513.1313
1400 Old Country Road • Westbury • NY • 11590 de Bruin Engineering, P.C.
de Bruin Civil Engineering & Construction Management
SHEET NO. OF 42
1" = 50' SEC 67 BLK 002 LOT 3
N
BIRD NESTING AREA
EL 8.4LIMIT OF LANDWARD FILL -
EL 8.4BERM - EX. MHW - EL 2.0 NAVD 88
PROPOSED MHW - EL 2.0
LIMIT OF SEAWARD FILL
-8.0
-8.0 -8.0
-7.5 -7.5
-7.5
-7.0 -7.0
-6.5 -6.5 -6.5
-6.0-6.0
-6.0 -5.5-5.5
-5 .5
-5.0
-5.0
-4.5
-4.5
-4.0
-4.0
-3.5
-3.5
-3.5
-3.0
-3.0 -2.5
-2.5
-2.5 -2.0
-2.0 -2.0
-1.5 -1.5
-1.5
-1.0
-1.0 -1.0
-0.5 -0.5
0.0
0.00.0
0.0 0.5
0.5 0.5
0.5
1.0 1.0
1.0 1.5
1.5 1.5
2.0 2.0
2.0 2.5
2.5 2.5
3.0
3.0
3.0
3.5
.5
3.5
3.5
3.5
3.5
4.0
4.0 4.0
4.0 4.5
4.5 4.5
5.0 5.0
5.0
5.5
5.5
5.5
6.0
6.0
6.0
6.5
6.5 6.5 7.07.0
7.0
7.0 7.5
7.5 7.5 8.08.08.0
8.5
8.5 8.5 8.5
9.0
9.
9.0
9.09.0
9.0
9.5
.5
9.59.59.5 9.5
.5
9.5
.5
9.5
9.5
9.5
9.5
9.5
9.5
.0
10.0
10.0
.0
10.0 10.0 10.0
10.0
10.0 10.0
.0
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
11.0
11.0
.0
.0
11.0
11.
11.
.5 gauge at Sandy Hook
4. Mean High Water is elevation 2.0 based on NOAA tide
3. Vertical datum is NAVD 1988
2. Sanitary system and wells are from record drawings.
1. Survey is from field work dated January 22, 2020.
Notes:06/01/2021
6238Job:
Scale:
Date:
PREPARED BY
BEACH FILL FROM FIRE ISLAND INLET DREDGING
TOWN OF OYSTER BAY
MASSAPEQUA, NY
TOBAY BEACH
STA 45+00 TO STA 50+00
PLAN
26516.513.1313
1400 Old Country Road • Westbury • NY • 11590 de Bruin Engineering, P.C.
de Bruin Civil Engineering & Construction Management
SHEET NO. OF 42
1" = 50' SEC 67 BLK 002 LOT 3
N
BIRD NESTING AREA
CEHA LINE
EL 8.4LIMIT OF LANDWARD FILL -
EL 8.4BERM - EX. MLW - EL -2.6 NAVD 88 PROPOSED MHW - EL 2.0
LIMIT OF SEAWARD FILL
-8.0 -8.0
-7.5-7.5
-7.0 -7.0 -7.0
-6.5 -6.5
-6.0 -6.0
-5.5
-5.5
-5.0
-5.0-5.0
-4.5 -4.5
-4.5
-4.0 -4.0
-3.5
-3.5
-3.0
-3.0
-3.0
-2.5
-2.5
-2.5
-2.0 -2.0
-1.5-1.5
-1.0 -1.0
-0.5 -0.5
-0.5
0.00.0 0.0
0.0
0.5
0.5 0.5 0.5 1.0
1.0 1.0
1.5
1.5
1.5
2.0
2.0
2.0
2.5
2.5
2.5
3.0 3.0
3.0
3.0
3.5
3.5
3.5
.5
4.0 4.0
4.0
4.5
4.5 4.5 5.0
5.05.0 5.0
5.5 5.5
5.5 6.0 6.0
6.0 6.5
6.5
6.5 7.0
7.0 7.0
7.5
7.5
7.5
7.5 7.5
7.5
8.0
8.0
8.0
8.0
8.0
8.0
8.0 8.0
8.5
8.5 8.5
8.5 8.5
8.5
8.
59.
9.0
9.0
9.0
9.0
9.0 9.0
9.0
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.59.5
9.5
9.5
9.
10.0 10.0
10.0
10.0
10.0
10.0
10.0
10.0
10.0 10.0
.0
10.0
10.5
10.5
10.5
11.0
11.0
11.0
11.
.5 gauge at Sandy Hook
4. Mean High Water is elevation 2.0 based on NOAA tide
3. Vertical datum is NAVD 1988
2. Sanitary system and wells are from record drawings.
1. Survey is from field work dated January 22, 2020.
Notes:06/01/2021
6238Job:
Scale:
Date:
PREPARED BY
BEACH FILL FROM FIRE ISLAND INLET DREDGING
TOWN OF OYSTER BAY
MASSAPEQUA, NY
TOBAY BEACH
STA 50+00 TO STA 55+00
PLAN
27516.513.1313
1400 Old Country Road • Westbury • NY • 11590 de Bruin Engineering, P.C.
de Bruin Civil Engineering & Construction Management
SHEET NO. OF 42
1" = 50' SEC 67 BLK 002 LOT 3
N
BIRD NESTING AREA
CEHA LINE
EL 8.4LIMIT OF LANDWARD FILL -
EL 8.4BERM -
EX. SHW - EL 2.5 NAVD 88
PROPOSED MHW - EL 2.0
LIMIT OF SEAWARD FILL
-8.0
-8.0
-8.0
-7.5
-7.5-7.0
-7.0
-6.5
-6.5
-6.5 -6.0
-6.0
-6.0
-5.5
-5.5
-5.5
-5.0
-5.0
-4.5
-4.5
-4.0 -4.0
-4.0
-3.5
-3.5
-3.5
-3.0
-3.0
-2.5
-2.5
-2.0
-2.0
-2.0
-1.5
-1.5
-1.5
-1.0
-1.0
-1.0
-0.5
-0.5
0.0
0.0
0.00.0
0.5 0.5
0.5
0.5
1.0 1.0
1.01.5
1.51.5
2.0
2.0
2.0
2.5
2.5 2.5
3.0
3.0
3.0
3.0
3.5
3.5
3.5
4.0
4.0
4.04.5
4.5
4.5
4.5
5.0
5.0
5.0
5.0
5.5
5.5
5.5
5.5
6.0
6.0
6.0 6.5
6.
6.5
.0
7.0
7.0
7.0
7.5
7.
7.5
7.5
.5
.5
7.5
7.5
7.5
7.5
7.5
8.0
.0
8.0
8.0
.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.5
8.5
8.5
8.5
8.5
8.5
8.5
8.5
8.5
8.
8.5
8.
8.5 9.0
9.0
9.0
9.0
9.0
9.0
9.0 9 .0 9.0
9.0 9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5 9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.
9.5
9.
9.5
10.0
10.0
10.0
10.0
10.0
10.0
10.0
10.0 10.0
10.0 10.0
10.0
10.0
.0
10.0 gauge at Sandy Hook
4. Mean High Water is elevation 2.0 based on NOAA tide
3. Vertical datum is NAVD 1988
2. Sanitary system and wells are from record drawings.
1. Survey is from field work dated January 22, 2020.
Notes:06/01/2021
6238Job:
Scale:
Date:
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .