00 31 24.01 18_Amend2.pdf

PDF 26 MB Posted Jun 28, 2024

Attached to: Fire Island Inlet to Montauk Point, New York | Fire Island Inlet to Moriches Inlet Reach Suffolk County, NY, PL 84-99, FIMI PIR 2024
Solicitation number: W912DS24B0017
Issued by: Department of the Army Corps of Engineers Engineering District New York

About this file

Written by GovTribe AI · Jun 28, 2024

This document appears to be Amendment 2 to the solicitation for the Fire Island Inlet to Moriches Inlet (FIMI) Reach PL 84-99, PIR 2024 Project. The project aims to repair and restore the eroded shoreline in Suffolk County, New York, through beach fill restoration of approximately 1.7 million CY, replacement of 35,202 ft of sand fencing, planting of 31 acres of dune grass, repair of 6-10 elevated timber dune crossover structures, and repair of two vehicular crossovers. The sand will be dredged from the Atlantic Ocean Sand Borrow Area 2C. The estimated construction cost range is between $50,000,000 and $100,000,000. The U.S. Army Corps of Engineers, New York District, is the federal agency responsible for this defense-related project.

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C.04.01 24B0017 FIMI Bid Abstract.Rev1.pdf	PDF	Jul 15, 2024
amendment 0005.pdf	PDF	Jul 9, 2024
B.08.03+Amendment+04.pdf	PDF	Jul 5, 2024
B.08.03 Amendment 03.pdf	PDF	Jul 1, 2024
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Amend 3_00 31 32.06 18.pdf	PDF	Jul 1, 2024
01 14 00_Amend2.pdf	PDF	Jun 28, 2024
01 35 26_Amend2.pdf	PDF	Jun 28, 2024
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31 62 19_Amend2.pdf	PDF	Jun 28, 2024
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35 20 23_Amend 2.pdf	PDF	Jun 28, 2024
06 13 00_Amend2.pdf	PDF	Jun 28, 2024
Borrow 2C ENElev_Navd88.txt	TXT text file	Jun 28, 2024
Amend 2 FIMI PIR 2024 Plans.pdf	PDF	Jun 28, 2024
01 57 19_Amend2.pdf	PDF	Jun 28, 2024
35 20 23.23_Amend 2.pdf	PDF	Jun 28, 2024
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A.03.09 95pct_FIMI PIR 2024 DDR.pdf	PDF	Jun 3, 2024
A.03.09 May 31 FIMI PIR 2024 Plans.pdf	PDF	Jun 3, 2024
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A.03.09 PL8499_FIMI_PIR_95_PCNT_SPEC_05-31-2024.pdf	PDF	Jun 3, 2024
B.08.03 Invitation for Bid W912DS24B0017.pdf	PDF	Jun 3, 2024

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PL 84- 99 FI MI - Ocean Bay Par k t o Davi s Par k PL8499FI MI Amendment 02

SECTI ON 00 31 24. 01 18

WATER QUALI TY CERTI FI CATE

07/ 17

PART 1 GENERAL

1. 1 DESCRI PTI ON

Wat er Qual i t y Cer t i f i cat e wi l l be pr ovi ded when avai l abl eat t ached.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTI ON

Not Used

- - End of Sect i on - -

DOCUMENT 00 31 24. 01 18 Page 1

June 14, 2024

Peter Weppler, Chief Environmental Analysis Branch U.S. Army Corps of Engineers – Planning 26 Federal Plaza – Room 2151 New York NY 10278-0090

Re: DEC #: 1-4799-00023/00009 Fire Island Inlet to Moriches Inlet

PL 84-99 Rehabilitation Project Water Quality Certificate (WQC)

Dear Mr. Weppler:

In conformance with the requirements of the State Uniform Procedures Act (Article 70, ECL) and its implementing regulations (6NYCRR, Part 621) we are enclosing your approved Water Quality Certification. This approval follows recent discussions held on site on June 7, 2024, during which NYSDEC staff emphasized that additional information was required for review if dredging was proposed within the Atlantic Sturgeon restriction window that extends from September 1 to November 30 inclusive. The specific information was a description of the temporal and spatial parameters for dredging the borrow area, and the completed Sturgeon Avoidance of Monitoring Plan (Plan) template that had been provided to the Corps in April 2024. Both pieces are necessary in order to determine potential impacts on the sturgeon by the dredge operation during a time when sturgeon are typically known to be in the area.

Your June 11, 2024 email responded in part regarding one aspect of the dredging procedure, but did not provide the Plan template for work proposed within the restriction window. Subsequent discussions held today revealed that such a plan may be shortly forthcoming for NYSDEC review, but as of this letter, it has not been received.

NYSDEC staff are certainly aware of the many challenges on numerous fronts presented by this project and look to continue with our efforts to work with the Corps in order to authorize the required work in a manner that sufficiently protects our sensitive natural resources.

Therefore, with understanding that the Corps needs the approved WQC no later than June 18, 2024, we have issued the WQC today with the standard restriction windows, and anticipate receipt of a sufficient Plan for 2024 which DEC staff understand is subject to the constraints of time and funding as determined by the Corps’ response under PL 84-99 to repair the damages after the storm events from January 7-13, 2024 within the Ocean Bay Park to Davis Park section of Fire Island. Upon receipt the 2024 Plan and request to work within the Sturgeon restriction window for this immediate 2024 project, we expect to issue a WQC modification in a very expedient manner.

Please carefully read all permit conditions and special permit conditions contained in the permit to ensure compliance during the term of the permit. If you are unable to comply with any conditions, please contact us at the above address.

Also enclosed please find a permit sign which is to be conspicuously posted at the project site and protected from the weather

Please contact me at 631-444-0369, or at kevin.kispert@dec.ny.gov if you have any questions, or need to discuss this matter. Thank you for your continued cooperation.

Sincerely, Kevin Kispert Permit Administrator Enclosures cc: NYSDEC Review Team mailto:kevin.kispert@dec.ny.gov

NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION

Facility DEC ID 1-4799-00023

PERMIT

Under the Environmental Conservation Law (ECL)

Permittee and Facility Information

Permit Issued To:

US DEPT OF THE ARMY

THE PENTAGON

WASHINGTON, DC 20310

Facility:

BARRIER ISLANDS & ATLANTIC

COASTLINE

FIRE ISLAND INLET TO MONTAUK POINTT

Brookhaven;East Hampton;Islip;Southampton, NY

Facility Application Contact:

PETER WEPPLER

Usacoe Planning C/O Psc Mail Center 26 Federal Plz Rm 17-420

NEW YORK, NY 10278-0090

(917) 790-8634

Facility Location: In MULTIPLE TOWNS in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 660.5 NYTM-N: 4502.3

Latitude: 40°39'21.5" Longitude: 73°06'05.3" Authorized Activity: Undertake a project to stabilize and restore the beach berm and primary dune at various locations along the length of Fire Island which are eroded during coastal storms. The proposed work is within the scope of the previous US Army Corps of Engineers (USACE) permit 1- 4799-00023/00008, and includes the removal, via hopper dredge, of up to 7 million cubic yards of sand from three offshore borrow areas and the placement of the material according to several beach berm construction and dune construction templates at various locations along the barrier beach from Robert Moses State Park to Moriches Inlet. The approximate total linear footage of beach berm and dune construction is about 16.12 miles, which will be undertaken in phases as needed.

Work on the overall project will take place on lands located in the towns of Brookhaven and Islip; and the incorporated villages of Ocean Beach and Saltaire; including the parkland of Suffolk County and New York State; and the federally-owned parcel containing the Fire Island Lighthouse.

The three offshore borrow areas from which the sand for the overall project will be obtained are designated USACE Borrow Areas 2C, 4C and 5B. Borrow Area 2C is an irregularly shaped area of approximate dimensions 2.6 miles long by 0.85 miles wide located about two miles off Point O' Woods and will be deepened by approximately 10-12 feet. Borrow Area 4C is an approximately 60 acre area located about 1 mile off Westhampton Beach which will be deepened by about 10 feet. Borrow Area 5B is an approximately 555 acre area located about 1.8 miles off Quogue which will be deepened by 10-12 feet.

The initial phase starts with Ocean Bay Park to Davis Park section of Fire island that spans 44,150 ft between those communities. The beachfill includes a beach berm at elevation +8.5 ft NAVD88, backed by a dune with a height of +14ft NAVD88. The dune will have a crest width of 25 ft and 1V:5H side slopes on both landward and seaward sides. The design berm width will be 90 ft plus advance nourishment fill, with a design onshore slope of 1V:12H to elevation +1ft NAVD88 and a design offshore slope of approximately 1V:40H to ocean bottom. The project’s fill template with approximately 1.7 million cubic yards of sand obtained from previously used Atlantic Ocean Borrow Area 2C. The project also includes replacement of approximately 35,202 ft of sand fencing, planting of approximately 31 acres of American Beach Grass (Ammophila breviligulata), repair of approximately 6- 10 elevated timber dune crossover structures, and repair of approximately two vehicular crossovers.

The plan view and cross-section drawing sets for each subsequent phase of the project will be submitted for DEC review and approval at least 30 days prior to construction commencement of the phase.

Permit Authorizations

Water Quality Certification - Under Section 401 - Clean Water Act Permit ID 1-4799-00023/00009 New Permit Effective Date: 6/14/2024 Expiration Date: 6/13/2034

NYSDEC Approval

By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit.

Permit Administrator: KEVIN A KISPERT, Deputy Regional Permit Administrator Address: NYSDEC Region 1 Headquarters

SUNY @ Stony Brook|50 Circle Rd Stony Brook, NY 11790 -3409

Authorized Signature: ______________________________________ Date 6/14/2024

Distribution List

PETER WEPPLER

KEVIN A KISPERT

Marine Habitat Protection Marine Resources Flood Control and Coastal Erosion Wildlife

Permit Components

NATURAL RESOURCE PERMIT CONDITIONS

WATER QUALITY CERTIFICATION SPECIFIC CONDITION

GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS

NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS

Permit Attachments

5/31/2024Site Plan 95% Project Specifications Section 01 56 10.00 18 5/31/2024

NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: WATER QUALITY CERTIFICATION

1. Notice of Commencement At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work.

2. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather.

3. Required Drawing Submissions The permittee shall submit the following drawings or sets of drawings, in quadruplicate, to the Department for review and approval within the specified time frame below prior to work starting on the subject aspect of the project:

Project limits (i.e. station numbers or revised plan), plan view and cross-section drawing sets for the successive phases of the project must be provided for DEC review at least 30 days prior to construction start on each phase.

4. Prohibition Period to Protect Listed Species of Beach Nesting Shorebirds In order to protect state and federally listed species of beach nesting shorebirds such as the piping plover and least tern, activities authorized by this permit are prohibited between the dates April 1 and August 31 of each year.

5. Dredging Prohibition Period to protect Atlantic Sturgeon Dredging is specifically prohibited between May 1 to June 30 inclusive, and September 1 to November 30 inclusive, of each calendar year to protect Atlantic sturgeon.

6. Borrow Area Monitoring Requirement Within 90 days of the issuance of the Water Quality Certification, the permittee must develop and receive Department approval (MarineHabitat@dec.ny.gov) for a schedule of data collection tasks for each borrow area authorized herein consistent with the August 2014 "Borrow Area Monitoring Plan for NYSDEC WQC Requirements for New York State Coastal Restoration Projects Implemented Under Public Law 113-2, the Disaster Relief Appropriations Act."

NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION

Facility DEC ID 1-4799-00023

The permittee shall submit an annual data report to the Department for review and approval to

MarineHabitat@dec.ny.gov.

Coastals@dec.ny.gov

7. Dredge Plant Monitor Requirements The permittee shall employ appropriate monitoring and protection procedures for Atlantic Sturgeon, marine turtles and marine mammals on any and all dredges used to conduct the work authorized in this Water Quality Certification. These procedures are set forth in the attached 95% Project Specifications: Section 01 56 10.00 18. (Attached).

These Project Specifications address the following:

Monitoring Specifications for Hopper Dredges.

Sea Turtle Handling & Resuscitation.

Incident Report of Sea Turtle Take.

Incident Report of Atlantic Sturgeon Take.

Endangered Species Observer Program - Large Whale Observation Data

Copies of all dredge observer forms, incident report forms, and detailed season summary reports shall be submitted to the Department at MarineHabitat@dec.ny.gov

8. Leave a Uniform Bottom Elevation All dredging shall be conducted so as to leave a uniform bottom elevation free of mounds or holes.

9. Grade Borrow Area Side Slopes All side slopes of the borrow areas shall not exceed 1 vertical to 5 horizontal (1v : 5h).

10. Dredged Depth Survey Within 60 days of completion of the dredging operation at each borrow area, an as-dredged depth survey of the dredged area shall be submitted to the three addresses below:

Regional Habitat - TW NYSDEC Region 1 Headquarters SUNY @ Stony Brook - 50 Circle Rd.

Stony Brook, NY 11790-3409 Attn: Compliance

MarineHabitat@dec.ny.gov

Coastals@dec.ny.gov

11. Annual Report The permittee must submit an annual report indicating the site, date, dredge volume, and characterization of dredged material (sand, gravel, etc.) by April 1 of the calendar year following each dredge event. The report must be submitted to the three addresses below:

Marine Habitat Protection NYDEC Region 1 Headquarters SUNY @ Stony Brook, 50 Circle Rd.

Stony Brook, NY 11790-3409 Attn: Compliance

MarineHabitat@dec.ny.gov

Coastals@dec.ny.gov

12. Properly Locate & Position Dredged Material Discharge Pipe The dredged material discharge pipe shall be located and positioned to prevent the scouring or damage of existing dunes and to prevent the direct placement of material seaward of the line of apparent high water. A diffuser shall be attached to the end of the discharge pipe.

13. Grade Completed Beach Smooth Upon completion of the project, the permittee shall grade the beach berm nourishment area as necessary to ensure that the finished seaward slope conforms with the final slope depicted on the approved plans, and to remove wheel ruts, tire tracks, or any mounds, ridges or holes in excess of six (6) inches above or below the finished beach surface. The grade of the finished beach must be suitable to support the nesting of piping plovers and least terns.

14. Use Only Clean, Beach Compatible Sand All material used to reconstruct or repair dunes and rebuild the beach must be clean, beach compatible (grain size equal to or slightly larger than the existing beach material) sand suitable to provide nesting substrate for the piping plover and least tern.

15. Restore Any Areas Disturbed By Construction Any areas of beach, dune or wetland disturbed by the activities authorized herein, such as the installation, relocation and removal of pipes or booster pumps, temporary sand stockpiles or the operation of staging and access areas must be restored to pre-project conditions upon completion of work.

16. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area (upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas.

NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION

Facility DEC ID 1-4799-00023

17. Storage Tanks Fuel or other chemical storage tanks shall be contained and located at all times in an area greater than 100 feet landward of the regulated wetland or water body. If the above requirement cannot be met by the permittee, then the storage areas must be designed to completely contain any and all potential leakage. Such a containment system must be approved by Department staff prior to equipment, machinery or tank storage within 100 feet of the wetland or water body.

18. Storage of Equipment, Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 100 linear feet from the tidal wetland boundary.

19. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application.

Such approved plans were prepared by USACE NY District, 95% Submission 5/31/2024.

20. Approved Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by USACE NY District, 95% Submission PL 84-99 Rehabilitation Project, Ocean Bay Park to Davis Park, 43 sheets, stamped “NYSDEC Approved” on 6/14/2024.

The plan view and crossection drawings for each subsequent phase of the project must be submitted for DEC review and approval at least 30 days prior to commencement of construction for that phase

21. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project.

WATER QUALITY CERTIFICATION SPECIFIC CONDITIONS

1. Water Quality Certification The authorized project, as conditioned pursuant to the Certificate, complies with Section 301, 302, 303, 306, and 307 of the Federal Water Pollution Control Act, as amended and as implemented by the limitations, standards, and criteria of state statutory and regulatory requirements set forth in 6 NYCRR Section 608.9(a). The authorized project, as conditioned, will also comply with applicable New York State water quality standards, including but not limited to effluent limitations, best usages and thermal discharge criteria, as applicable, as set forth in 6 NYCRR Parts 701, 702, 703, and 704.

2. Water Quality Certification The authorized project, as conditioned pursuant to the Certificate, complies with Section 301, 302, 303, 306, and 307 of the Federal Water Pollution Control Act, as amended and as implemented by the limitations, standards, and criteria of state statutory and regulatory requirements set forth in 6 NYCRR Section 608.9(a). The authorized project, as conditioned, will also comply with applicable New York State water quality standards, including but not limited to effluent limitations, best usages and thermal discharge criteria, as applicable, as set forth in 6 NYCRR Parts 701, 702, 703, and 704.

GENERAL CONDITIONS - Apply to ALL Authorized Permits:

1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department) to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3).

The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department.

A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit.

2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination.

3. Applications For Permit Renewals, Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires.

Any renewal, modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, modification or transfer are to be submitted to:

Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY @ Stony Brook|50 Circle Rd Stony Brook, NY11790 -3409

4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Water Quality Certification.

5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include:

a. materially false or inaccurate statements in the permit application or supporting papers;

b. failure by the permittee to comply with any terms or conditions of the permit;

c. exceeding the scope of the project as described in the permit application;

d. newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit;

NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION

Facility DEC ID 1-4799-00023

e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity.

6. Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership.

NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS

Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages, to the extent attributable to the permittee's acts or omissions in connection with the permittee’s undertaking of activities in connection with, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws.

Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee.

Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of-way that may be required to carry out the activities that are authorized by this permit.

Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit.

PROJECT LOCATION

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

NEW YORK DISTRICT

FIRE ISLAND INLET TO MORICHES INLET

PL 84-99 REHABILITATION PROJECT

OCEAN BAY PARK TO DAVIS PARK

SUFFOLK COUNTY, NY

+VOLUME X

+XXXXXX-XX-X-XXXX

+MMMMMMMMMM YYYY

US Army Corps of Engineers ®

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

G D

U R

B R

H C

R B

Y O

R K

O R

K, N

X-

-X

+M M

M M

(2 2.

C H

X-

-X

O R

P R

C T

O C

C O

U N

, N

S U

./E .G

R S

G-100

DRAWING INDEX

DRAWING No. DRAWING TITLE SHEET No.

G-100 COVER SHEET AND DRAWING INDEX 1

G-101 GENERAL PLAN AND ALIGNMENT DATA 2

G-102 BORROW AREA PLAN 3

C-101 BEACH FILL PLAN SHEET 4

C-102 BEACH FILL PLAN SHEET 5

C-103 BEACH FILL PLAN SHEET 6

C-104 BEACH FILL PLAN SHEET 7

C-105 BEACH FILL PLAN SHEET 8

C-106 BEACH FILL PLAN SHEET 9

C-107 BEACH FILL PLAN SHEET 10

C-108 BEACH FILL PLAN SHEET 11

C-109 BEACH FILL PLAN SHEET 12

C-216 CROSSOVER PROFILE SHEET 28

C-301 BEACH FILL CROSS SECTION SHEET 29

C-302 BEACH FILL CROSS SECTION SHEET 30

C-303 BEACH FILL CROSS SECTION SHEET 31

C-304 BEACH FILL CROSS SECTION SHEET 32

C-305 BEACH FILL CROSS SECTION SHEET 33

C-306 BEACH FILL CROSS SECTION SHEET 34

C-307 BEACH FILL CROSS SECTION SHEET 35

C-308 BEACH FILL CROSS SECTION SHEET 36

C-309 BEACH FILL CROSS SECTION SHEET 37

C-501 TIMBER CROSSOVER REPAIR DETAILS (1) 38

C-201 CHAMPLAIN WALK (OCEAN BAY PARK) 13

C-202 SANDY/SUSAN WALK (FIRE ISLAND PINES)

C-203 DRIFTWOOD WALK (FIRE ISLAND PINES)

C-204 COASTGUARD WALK 1 OF 2 (FIRE ISLAND PINES)

C-205

CEDAR WALK (FIRE ISLAND PINES)C-206

ATLANTIC WALK (FIRE ISLAND PINES)C-207

FISHERMANS PATH 1 0F 2 (FIRE ISLAND PINES)C-208

C-209

C-210 DONELLA WALK (DAVIS PARK)

C-211 EAST WALK (DAVIS PARK)

C-212 TRUSTEES WALK 1 0F 2 (DAVIS PARK)

C-213 TRUSTEES WALK 2 0F 2 (DAVIS PARK)

C-214 LEEWARD WALK (DAVIS PARK)

C-215 WHALEBONE WALK (DAVIS PARK)

FISHERMANS PATH 2 0F 2 (FIRE ISLAND PINES)

COASTGUARD WALK 2 OF 2 (FIRE ISLAND PINES)

C-502 TIMBER CROSSOVER REPAIR DETAILS (2) 39

C-503 TIMBER CROSSOVER REPAIR DETAILS (3) 40

C-504 TIMBER CROSSOVER REPAIR DETAILS (4) 41

C-505 TIMBER CROSSOVER REPAIR DETAILS (5) 42

C-506 VEHICULAR CROSSOVER DETAIL SHEET 43

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PINES AZ

GENERAL NOTES:

1. TOPOGRAPHIC AND BATHYMETRIC SURVEY DATA IS FROM USACE NAN FIELD SURVEY COLLECTED

MARCH/APRIL 2024

2. COORDINATES REFER TO NEW YORK LONG ISLAND STATE PLANE COORDINATE SYSTEM NAD83

(NYLISPCS NAD83) US SURVEY FEET

3. ALL SURVEY CONTROL POINTS TO BE VERIFIED BY CONTRACTOR BEFORE UTILIZING

4. AERIAL IMAGERY PROVIDED BY "USACE SURVEY BRANCH" AND IS FOR ORIENTATION PURPOSES ONLY.

5. ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) IN US SURVEY FEET

6. THE PLANE OF MEAN HIGH WATER AS SHOWN IS +1.5 TO +1.7 FT NAVD88

7. THE PLANE OF MEAN LOW WATER AS SHOWN IS -2.0 FT NAVD88

8. DESIGN CROSS SECTIONS ARE TAKEN PERPENDICULAR TO THE REFERENCE LINE

9. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR ANY DAMAGE AND RESTORE ANY

INTERRUPTION TO ANY UTILITY SERVICE THAT MAY BE CAUSED BY THE CONTRACTOR'S EQUIPMENT OR CONSTRUCTION AT THE CONTRACTORS EXPENSE AND AT NO ADDITIONAL COST TO THE GOVERNMENT

10. EXISTING SAND BAGS THAT FALL WITHIN THE DUNE FOOTPRINT BELOW THE PROPOSED DUNE ELEVATION MAY REMAIN. BAGS THAT WERE EXPOSED AT TIME OF SURVEY ARE IDENTIFIED ON PLANS.

11. ALL DISTURBED AREAS WITHIN THE PROPOSED DUNE FOOTPRINT SHALL BE VEGETATED

12. EXISTING DUNE SHALL BE LEFT AS-IS IF IT IS HIGHER THAN PROPOSED DUNE. DASHED DUNE LINES

REPRESENT THE AREA(S) WHERE EXISTING DUNE MAY BE HIGHER THAN PROPOSED DUNE. VERIFY IN

FIELD.

13. PORTION OF THE DUNE UNDER ANY ELEVATED STRUCTURE SHALL BE HAND FILLED TO THE PROPOSED

FOOTPRINT

14. THE CONTRACTOR SHALL COLLECT AND REMOVE ALL DEBRIS WITHIN THE BEACHFILL LIMITS PRIOR TO

SAND PLACEMENT (NO DEBRIS SHALL BE BURIED)

SURVEY CONTROLS

BENCHMARK ELEVATION (NAVD88) NORTHING EASTING

LOCAL CONTROL DATA

R 375 (PID: KUO724) 8.84' 170419.95 1201741.40

NSRS BENCHMARK

USACE PINES AZ 31.05' 184384.15 1247656.72

DUNE PLANTING DETAIL

N.T.S.

SAND FENCE AT THE TOE OF THE PROPOSED DUNE

EL.14.0

5 5

PLANTING

EL.8.5

EL. -1.0

6" TOLERANCE

25' TYP

WIDTH VARIES

3" Ø MIN, ROUND POST OR 2"x2" WOODEN

POST OR AS APPROVED EQUAL

ATTACH SAND FENCE TO POST

WITH FIVE 14 GAUGE GALVANIZED

WIRE TIES AT WIRE STRANDS

1/2" X 1 1/2" SLATS

FIVE ROWS 12.5 GAUGE GALVANIZED

WIRE STRANDS

4' -0

" M

4' -0

" M

MIN. 8' LONG

WOOD POST

NOTES:

1. POSTS SHALL NOT BE SPACED FARTHER THAN 10' ON CENTER.

2. WOOD SLATS SHALL BE AT MINIMUM 4'-0" LONG.

3. SAND FENCE ALIGNMENT SHALL BE PARALLEL TO TOE OF NEW DUNE.

4. SAND FENCE SHALL BE PLACED ON LANDWARD AND SEAWARD TOE OF DUNE IN

AREAS WHERE THERE IS DUNE CONSTRUCTION WHICH WOULD REQUIRE NEW

VEGETATION PLANTING

SAND FENCE DETAIL

N.T.S

SCALE:1"=2000'

LEGEND

6IN TOLERANCE

ESTIMATED EXISTING GROUND

PROPOSED SAND FILL BERM.

TOP OF THE SLOPE

BOTTOM OF THE SLOPE

PEDESTRIAN CROSSOVERVEHICULAR CROSSOVER

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

SHEET ID

U E

./E .G

A N

D A

N M

G-101

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

Y O

R K

O R

K, N

X-

-X

+M M

M M

X-

-X

O R

P R

C T

O C

C O

U N

, N

O R

S U

REFERENCE LINE COORDINATES

POINT PI STATION NORTHING EASTING DISTANCE DIRECTION

Pt. 32 431+76.29 175,095.0660' 1,218,796.7026' 959.794' N74° 53' 57.90"E

Pt. 33 441+36.09 175,345.1062' 1,219,723.3553'

917.045' N74° 49' 43.33"E

Pt. 34 450+53.13 175,585.1021' 1,220,608.4390' 613.285' N72° 52' 24.55"E

Pt. 35 456+66.42 175,765.7039' 1,221,194.5293' 3,422.403' N72° 14' 21.56"E

Pt. 36 490+88.82 176,809.6800' 1,224,453.8174' 1,641.286' N71° 22' 11.48"E

Pt. 37 507+30.11 177,334.0019' 1,226,009.1012' 1,202.246' N71° 06' 31.41"E

Pt. 38 519+32.35 177,723.2572' 1,227,146.5881' 1,111.369' N71° 43' 49.52"E

Pt. 39 530+43.72 178,071.6585' 1,228,201.9353' 669.052' N73° 49' 09.31"E

Pt. 40 537+12.78 178,258.1022' 1,228,844.4848' 1,372.712' N74° 40' 20.45"E

Pt. 41 550+85.49 178,620.9629' 1,230,168.3694' 1,323.953' N75° 06' 03.31"E

Pt. 42 564+09.44 178,961.3740' 1,231,447.8110' 1,707.429' N72° 58' 08.45"E

Pt. 43 581+16.87 179,461.4608' 1,233,080.3631' 1,113.233' N72° 24' 45.97"E

Pt. 44 592+30.10 179,797.8324' 1,234,141.5610' 1,632.497' N74° 20' 26.30"E

Pt. 45 608+62.60 180,238.4718' 1,235,713.4649' 1,127.591' N74° 09' 11.97"E

Pt. 46 619+90.19 180,546.3764' 1,236,798.2030' 671.552' N74° 43' 10.69"E

Pt. 47 626+61.74 180,723.3588' 1,237,446.0137' 1,248.355' N71° 46' 53.69"E

Pt. 48 639+10.10 181,113.6449' 1,238,631.7907' 1,903.800' N72° 26' 17.68"E

Pt. 49 658+13.90 181,688.0854' 1,240,446.8593' 1,737.730' N71° 54' 18.65"E

Pt. 50 675+51.63 182,227.8077' 1,242,098.6477' 1,535.666' N71° 18' 29.15"E

Pt. 51 690+87.29 182,719.9566' 1,243,553.3158' 2,011.006' N71° 04' 14.72"E

Pt. 52 710+98.30 183,372.3275' 1,245,455.5666' 844.142' N67° 35' 46.47"E

Pt. 53 719+42.44 183,694.0563' 1,246,235.9939' 1,387.600' N67° 45' 19.23"E

Pt. 54 733+30.04 184,219.3494' 1,247,520.3228' 1,771.840' N66° 06' 53.08"E

Pt. 55 751+01.88 184,936.7788' 1,249,140.4195' 1,306.201' N64° 35' 47.28"E

Pt. 56 764+08.08 185,497.1272' 1,250,320.3228' 506.681' N65° 11' 48.50"E

Pt. 57 769+14.76 185,709.6813' 1,250,780.2647' 1,565.328' N69° 18' 49.67"E

Pt. 58 784+80.09 186,262.6327' 1,252,244.6744' 1,063.186' N69° 29' 14.09"E

Pt. 59 795+43.28 186,635.1901' 1,253,240.4487' 658.015' N68° 18' 32.42"E

Pt. 60 802+01.29 186,878.3931' 1,253,851.8705' 1,133.829' N66° 47' 44.79"E

Pt. 61 813+35.12 187,325.1327' 1,254,893.9800' 1,001.668' N66° 43' 23.42"E

Pt. 62 823+36.79 187,720.9660' 1,255,814.1189' 1,493.478' N65° 33' 07.60"E

Pt. 63 838+30.27 188,339.0648' 1,257,173.6884' 1,904.082' N65° 15' 58.24"E

Pt. 64 857+34.35 189,135.7390' 1,258,903.0925' 1,238.305' N64° 45' 48.85"E

Pt. 65 869+72.66 189,663.6959' 1,260,023.2086' 420.402' N63° 20' 12.85"E

Pt. 66 873+93.06 189,852.3485' 1,260,398.9053' 1,212.168' N62° 25' 30.49"E

Pt. 67 886+05.23 190,413.4698' 1,261,473.3792' 2,501.108' N61° 45' 43.00"E

Pt. 68 911+06.33 191,596.8343' 1,263,676.8293' 2,309.078' N64° 39' 53.85"E

Pt. 69 934+15.41 192,584.9138' 1,265,763.8229' 414.900' N63° 36' 55.30"E

Pt. 70 938+30.31 192,769.2933' 1,266,135.5031' 1,836.900' N63° 36' 55.60"E

Pt. 71 956+67.21 193,585.6002' 1,267,781.0563' 2,371.113' N63° 20' 15.35"E

Pt. 72 980+38.33 194,649.5960' 1,269,900.0393' 793.510' N62° 37' 53.19"E

0 4000'2000'

PLAN

NORTH

2C-2

2C-1

2C-6 2C-3

2C-4

2C-5

PROJECT LOCATION

GREAT SOUTH BAY

ATLANTIC OCEAN

SEAVIEW

B A

BORROW

AREA 2C

-70-70-70

-60-60 -72

-68-66-64 -62

-60

-60 -64-64-64

-70

-60

-60-60-60

-7

1995 #02 (VC-2)

N 170301.01 E 1231458.65

1979 02-09 N 169649.01

E 1231475.65

1997 #02 N 166589.95 E 1233851.43

-6

-66

-6

-6 6-64

-6 4-6 8-68

-6

DAVIS PARK

OCEAN BAY PARK

CHERRY GROVE FIRE ISLAND PINE

WATER ISLAND

STAGING AREA

PROJECT REFERENCE LINE

PINES AZ

-75

-70

-65

-60

-55

-75

-70

-60

-75

-70

-65

-60

-55

-75

-70

-60

A-B SECTION VIEW

C-D SECTION VIEW

EXISTING SURFACE

DREDGE DEPTH

EL -68'

1:5 SLOPE

A B

DREDGE DEPTH

EL -68'

EXISTING SURFACE

BORROW AREA COORDINATES

POINT EASTING NORTHING

2C-1 1228880 168706

2C-2 1232880 170421

2C-3 1238730 166214

2C-4 1243160 165925

2C-5 1243030 163397

2C-6 1230660 164480

BORROW AREA NOTES:

1. COORDINATES REFER TO THE NEW YORK LONG ISLAND

LAMBERT SYSTEM NAD83 US SURVEY FEET

2. VERTICAL DATUM FOR THIS PROJECT IS NAVD88 IN US

SURVEY FEET

3. REFER TO SPECIFICATIONS SECTION 00 31 32.03 18 FOR

BORROW AREA INFORMATION

4. BATHYMETRIC DATA IS FROM A FEB 2024 HYDROGRAPHIC

SURVEY

BORROW AREA CROSS SECTIONS

1"=10'V 1"=600'H

BORROW AREA PLAN VIEW

1"=2000'

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

SHEET ID

U E

./E .G

R R

O W

A R

G-102

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

Y O

R K

O R

K, N

X-

-X

+M M

M M

X-

-X

O R

P R

C T

O C

C O

U N

, N

O R

S U

0 4000'2000'

PLAN

NORTH

© 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS

: 4

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-5

0 0

5 5

-13

-12

-12 -12

-12

-11

-9

-8

-8 -8

-7

-7 -6

-6

-4 -4

-4-3 -3 -3

-1 -1 -1

1 1

2 2

3 3

4 4

6 6

7 7

8 8

9 9 9

11 1011

14 1414

151314

O N

H U

R O

N S

S T

O C

C H

R S

O C E A N B A Y P A R K

C H

C -1

H L

T C

-1

BERM @ EL. 8.5'

PROPOSED DUNE

(SEE NOTE 4)

MEET EXISTING

8.5' ELEVATION

MEET EXISTING

ELEVATION

APPROXIMATE TOE OF 1:15 SLOPE

C H

C -1

H L

T C

-1

BERM @ EL. 8.5'

N 176000

N 177000

N 176000

N 175000

20 SL

PROJECT REFERENCE LINE

300' TAPER

(TYP')

TRAP BAGS (TYP.)

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

G D

U R

B R

H C

R B

Y O

R K

O R

K, N

X-

-X

+M M

M M

(2 2.

C H

X-

-X

O R

P R

C T

O C

C O

U N

, N

S U

./E .G

T O

. 4

+5 0.

C-101

PLAN

NORTH

100' 200'0

NOTES:

1. FOR GENERAL NOTES AND LEGENDS SEE SHEET G-101

2. FOR GENERAL PLAN REFERENCE LINE DATA AND BORROW AREA

COORDINATES SEE SHEET G-101 & G-102

3. FOR CROSS SECTIONS SEE SHEETS C-301 TO C-309

4. EXISTING DUNE SHALL BE LEFT AS-IS IF IT IS HIGHER THAN PROPOSED

DUNE. DASHED DUNE LINES REPRESENT THE AREA(S) WHERE EXISTING

DUNE MAY BE HIGHER THAN PROPOSED DUNE. VERIFY IN FIELD.

5. FOR CROSSOVER SHEETS SEE SHEETS C-201 TO C-216.

6. FOR CROSSOVER DETAILS SEE SHEET C-501 TO C-506

7. TRAP BAG LOCATIONS ARE SHOWN FOR INFORMATION ONLY. BAGS ARE

TO REMAIN ON SITE.

: 4

: 5

-5 -5

-9 -9

-9

-8

-7

-6 -6

-4 -4

-3 -3

-1

-1 -1

89 9 11 101112

111213

O N

C H

1S T

2N D

S T

3R D

S T

6T H

S T

C H

U R

C H

S T

NEW YORK AVE

S T

P O I N T O' W O O D S O C E A N B A Y P A R K

C H

C -1

H L

T C

-1

C H

C -1

H L

T C

-1

C H

C -1

H L

T C

-1

C H

C -1

H L

T C

-1

N 177000

N 178000

N 176000

N 177000

APPROXIMATE TOE OF 1:15 SLOPE

20 SL

BERM @ EL. 8.5'

PROJECT REFERENCE LINE15

0' 15

PROPOSED DUNE

(SEE NOTE 4)PROPOSED DUNE

(SEE NOTE 4)

EXISTING ADA CROSSOVER #55 AT

CHAMPLAIN WALK TO BE REPAIRED -

SEE CROSSOVER SHEETS FOR DETAILS STAGING

AREA

TRAP BAGS (TYP.)

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

G D

U R

B R

H C

R B

Y O

R K

O R

K, N

X-

-X

+M M

M M

(2 2.

C H

X-

-X

O R

P R

C T

O C

C O

U N

, N

S U

./E .G

T O

. 5

H F

S H

C-102

PLAN

NORTH

100' 200'0

NOTES:

1. FOR GENERAL NOTES AND LEGENDS SEE SHEET G-101

2. FOR GENERAL PLAN REFERENCE LINE DATA AND BORROW AREA

COORDINATES SEE SHEET G-101 & G-102

3. FOR CROSS SECTIONS SEE SHEETS C-301 TO C-309

4. EXISTING DUNE SHALL BE LEFT AS-IS IF IT IS HIGHER THAN PROPOSED

DUNE. DASHED DUNE LINES REPRESENT THE AREA(S) WHERE EXISTING

DUNE MAY BE HIGHER THAN PROPOSED DUNE. VERIFY IN FIELD.

5. FOR CROSSOVER SHEETS SEE SHEETS C-201 TO C-216.

6. FOR CROSSOVER DETAILS SEE SHEET C-501 TO C-506

7. TRAP BAG LOCATIONS ARE SHOWN FOR INFORMATION ONLY. BAGS ARE

TO REMAIN ON SITE.

: 5

-10

-5

-5 -5

-9

-9 -9

-8

-8 -8

-7

-6

-4

-3

-1

789 8

101112

111213 1011121314

S 8T

H S

S 9T

H S

FIRE ISLAND BEACH RD

S T

P O I N T O' W O O D S

C H

C -1

H L

T C

-1

C H

C -1

H L

T C

-1

N 178000

N 179000

N 178000

N 177000

APPROXIMATE TOE OF 1:15 SLOPE

PROJECT REFERENCE LINE PROJECT

REFERENCE LINE15

0' 15 0'

20 SL

APPROXIMATE TOE OF 1:15 SLOPE

BERM @ EL. 8.5'

PROPOSED DUNE

(SEE NOTE 4)PROPOSED DUNE

(SEE NOTE 4)

MEET EXISTING

8.5' ELEVATION

MEET EXISTING

ELEVATION

300' TAPER

(TYP')

TRAP BAGS (TYP.)

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

G D

U R

B R

H C

R B

Y O

R K

O R

K, N

X-

-X

+M M

M M

(2 2.

C H

X-

-X

O R

P R

C T

O C

C O

U N

, N

S U

./E .G

. 5

H F

S H

C-103

PLAN

NORTH

100' 200'0

NOTES:

1. FOR GENERAL NOTES AND LEGENDS SEE SHEET G-101

2. FOR GENERAL PLAN REFERENCE LINE DATA AND BORROW AREA

COORDINATES SEE SHEET G-101 & G-102

3. FOR CROSS SECTIONS SEE SHEETS C-301 TO C-309

4. EXISTING DUNE SHALL BE LEFT AS-IF IF IT IS HIGHER THAN PROPOSED

DUNE. DASHED DUNE LINES REPRESENT THE AREA(S) WHERE EXISTING

DUNE MAY BE HIGHER THAN PROPOSED DUNE. VERIFY IN FIELD.

5. FOR CROSSOVER SHEETS SEE SHEETS C-201 TO C-216.

6. FOR CROSSOVER DETAILS SEE SHEET C-501 TO C-506

7. TRAP BAG LOCATIONS ARE SHOWN FOR INFORMATION ONLY. BAGS ARE

TO REMAIN ON SITE.

: 6

-10 -10

-10

-5 -5

-5

5 5

-9

-8 -8

-8

-7 -7

-7

-6

-4 -4

-4

-3 -3

-3 -1 -1

-1 1 1

12 2

4 4

46 6

7 7

8 8

89 9

11 101112

111213

F W

O C

K M

N W

D O

R S

N W

LEWIS WALK

JUDY GARLAND MEMORIAL PATH

G R

E W

C H E R R Y G R O V E

C H

C -1

H L

T C

-1

C H

C -1

H L

T C

-1

N 180000

N 181000

APPROXIMATE TOE OF 1:15 SLOPE

5' 13

PROJECT REFERENCE LINE

BERM @ EL. 8.5' BERM @ EL. 8.5'

MEET

EXISTING

ELEVATION

300' TAPER

(TYP')

300' TAPER

(TYP')

MEET EXISTING

ELEVATION

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

G D

U R

B R

H C

R B

Y O

R K

O R

K, N

X-

-X

+M M

M M

(2 2.

C H

X-

-X

O R

P R

C T

O C

C O

U N

, N

S U

./E .G

. 6

H F

S H

C-104

PLAN

NORTH

100' 200'0

NOTES:

1. FOR GENERAL NOTES AND LEGENDS SEE SHEET G-101

2. FOR GENERAL PLAN REFERENCE LINE DATA AND BORROW AREA

COORDINATES SEE SHEET G-101 & G-102

3. FOR CROSS SECTIONS SEE SHEETS C-301 TO C-309

4. EXISTING DUNE SHALL BE LEFT AS-IS IF IT IS HIGHER THAN PROPOSED

DUNE. DASHED DUNE LINES REPRESENT THE AREA(S) WHERE EXISTING

DUNE MAY BE HIGHER THAN PROPOSED DUNE. VERIFY IN FIELD.

5. FOR CROSSOVER SHEETS SEE SHEETS C-201 TO C-216.

6. FOR CROSSOVER DETAILS SEE SHEET C-501 TO C-506

7. TRAP BAG LOCATIONS ARE SHOWN FOR INFORMATION ONLY. BAGS ARE

TO REMAIN ON SITE.

: 6

-10

-10 -10

-5

5 5

-9

-8

-7 -7

-7

-6 -6

-4

-3

-1 -1

-1

12 2

3 3

34 4 4

67 6 6

7 7

8 8

109 9101112 101112 101112

111213 111213

D Y

OCEAN WALK

H C

O M

C O

G U

H H

D R

O O

D W

OCEAN WALK

F I R E I S L A N D P I N E S

C H

C -1

H L

T C

-1

C H

C -1

H L

T C

-1

C H

C -1

H L

T C

-1

C H

C -1

H L

T C

-1

N 181000

N 182000

APPROXIMATE TOE OF 1:15 SLOPE

130' BERM @

EL. 8.5'

130' BERM @

EL. 8.5'

1:5 SLOPE

25' DUNE @ EL. 14.0'

1:5

SLOPE

1:5 SLOPE

25' DUNE @ EL. 14.0'

1:5

SLOPE

PROJECT REFERENCE LINE PROJECT REFERENCE LINE

EXISTING CROSSOVER #73 AT SUSAN

WALK TO BE REPAIRED - SEE

CROSSOVER SHEETS FOR DETAILS

N W

EXISTING CROSSOVER #74 AT

DRIFTWOOD WALK TO BE REPAIRED -

SEE CROSSOVER SHEETS FOR DETAILS

EXISTING ADA CROSSOVER &

VEHICULAR CROSSOVER #75

AT COAST GUARD WALK TO

BE REPAIRED - SEE

CROSSOVER SHEETS FOR

DETAILS

EXISTING CROSSOVER #77 AT

REPAIRED - SEE CROSSOVER

TRAP BAGS (TYP.)

MEET EXISTING

8.5' ELEVATION

MEET EXISTING

ELEVATION

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

G D

U R

B R

H C

R B

Y O

R K

O R

K, N

X-

-X

+M M

M M

(2 2.

C H

X-

-X

O R

P R

C T

O C

C O

U N

, N

S U

./E .G

. 6

H F

S H

C-105

PLAN

NORTH

100' 200'0

NOTES:

1. FOR GENERAL NOTES AND LEGENDS SEE SHEET G-101

2. FOR GENERAL PLAN REFERENCE LINE DATA AND BORROW AREA

COORDINATES SEE SHEET G-101 & G-102

3. FOR CROSS SECTIONS SEE SHEETS C-301 TO C-309

4. EXISTING DUNE SHALL BE LEFT AS-IS IF IT IS HIGHER THAN PROPOSED

DUNE. DASHED DUNE LINES REPRESENT THE AREA(S) WHERE EXISTING

DUNE MAY BE HIGHER THAN PROPOSED DUNE. VERIFY IN FIELD.

5. FOR CROSSOVER SHEETS SEE SHEETS C-201 TO C-216.

6. FOR CROSSOVER DETAILS SEE SHEET C-501 TO C-506

7. TRAP BAG LOCATIONS ARE SHOWN FOR INFORMATION ONLY. BAGS ARE

TO REMAIN ON SITE.

: 6

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-10

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-9 -9

-9

-8 -8

-8

-7 -7 -7 -6

-6 -6

-4 -4 -4

-3 -3 -3 -1

-1 -11 1

3 3

6 6 6

8 8 789

E W

N W

C W

E W

P W

S W

N E

L W

C R

O W

N W

OCEAN WALK

F I R E I S L A N D P I N E S

C H

C -1

H L

T C

-1

C H

C -1

H L

T C

-1

C H

C -1

H L

T C

-1

C H

C -1

H L

T C

-1

N 183000

N 182000

APPROXIMATE TOE OF 1:15 SLOPE

OCEAN WALK

PROPOSED DUNE

(SEE NOTE 4)

130' BERM @

EL. 8.5'

130' BERM @

EL. 8.5'17

1:5 SLOPE

25' DUNE @ EL. 14.0'

1:5 SLOPE

25' DUNE @ EL. 14.0'

1:5

SLOPE

20 SL

PROJECT REFERENCE LINE

EXISTING CROSSOVER #77 AT

CEDAR WALK TO BE

REPAIRED - SEE CROSSOVER

SHEETS FOR DETAILS

EXISTING CROSSOVER #78 AT

ATLANTIC WALK TO BE

REPAIRED - SEE CROSSOVER

SHEETS FOR DETAILS

STAGING

AREA

TRAP BAGS (TYP.)

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

G D

U R

B R

H C

R B

Y O

R K

O R

K, N

X-

-X

+M M

M M

(2 2.

C H

X-

-X

O R

P R

C T

O C

C O

U N

, N

S U

./E .G

. 7

H F

S H

C-106

PLAN

NORTH

100' 200'0

NOTES:

1. FOR GENERAL NOTES AND LEGENDS SEE SHEET G-101

2. FOR GENERAL PLAN REFERENCE LINE DATA AND BORROW AREA

COORDINATES SEE SHEET G-101 & G-102

3. FOR CROSS SECTIONS SEE SHEETS C-301 TO C-309

4. EXISTING DUNE SHALL BE LEFT AS-IS IF IT IS HIGHER THAN PROPOSED

DUNE. DASHED DUNE LINES REPRESENT THE AREA(S) WHERE EXISTING

DUNE MAY BE HIGHER THAN PROPOSED DUNE. VERIFY IN FIELD.

5. FOR CROSSOVER SHEETS SEE SHEETS C-201 TO C-216.

6. FOR CROSSOVER DETAILS SEE SHEET C-501 TO C-506

7. TRAP BAG LOCATIONS ARE SHOWN FOR INFORMATION ONLY. BAGS ARE

TO REMAIN ON SITE.

: 7

30 PI

: 7

+4 2.

-1 0 -10

-10

-5

-5-6-4-3

56 5

-1

-9

-8

-7

-6

-6-6

-6

-4-3

-4

-5-6-4-3

-4-3

-3

-3-1

-1

1089ST

OCEAN WALK

F I R E I S L A N D P I N E S M

H L

T C

-1

C H

C -1

H L

T C

-1

C H

C -1

N 184000

N 183000

APPROXIMATE TOE OF 1:15 SLOPE

PROPOSED DUNE

(SEE NOTE 4)

PROPOSED DUNE

(SEE NOTE 4)PROPOSED DUNE

(SEE NOTE 4)

BERM @ EL. 8.5'

15SL

PROJECT REFERENCE LINE

EXISTING ADA CROSSOVER #82

AT FISHERMANS PATH TO BE

REPAIRED - SEE CROSSOVER

SHEETS FOR DETAILS

MEET EXISTING

8.5' ELEVATION

MEET

EXISTING

ELEVATION

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

G D

U R

B R

H C

R B

Y O

R K

O R

K, N

X-

-X

+M M

M M

(2 2.

C H

X-

-X

O R

P R

C T

O C

C O

U N

, N

S U

./E .G

. 7

H F

S H

C-107

PLAN

NORTH

100' 200'0

NOTES:

1. FOR GENERAL NOTES AND LEGENDS SEE SHEET G-101

2. FOR GENERAL PLAN REFERENCE LINE DATA AND BORROW AREA

COORDINATES SEE SHEET G-101 & G-102

3. FOR CROSS SECTIONS SEE SHEETS C-301 TO C-309

4. EXISTING DUNE SHALL BE LEFT AS-IS IF IT IS HIGHER THAN PROPOSED

DUNE. DASHED DUNE LINES REPRESENT THE AREA(S) WHERE EXISTING

DUNE MAY BE HIGHER THAN PROPOSED DUNE. VERIFY IN FIELD.

5. FOR CROSSOVER SHEETS SEE SHEETS C-201 TO C-216.

6. FOR CROSSOVER DETAILS SEE SHEET C-501 TO C-506

7. TRAP BAG LOCATIONS ARE SHOWN FOR INFORMATION ONLY. BAGS ARE

TO REMAIN ON SITE.

: 8

-10 -10 -10

-5

-5 -5

-9 -9 -9

-8 -8

-8-7 -7

-7-6

-6 -6

-4

-4 -4

-3 -3

-3

-1

1 12 2 23 3 34

4 4 6 6

89 1089

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File details come from the government source that posted it. Updated Jun 28, 2024.