Solicitation_Amendment_No.3_Rochester_Oswego_W012P4190003.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

This Amendment is being issued to include revisions for Section 01 35 13, and to amend Clause 52.217-7.

**** due to a system error, there is no W912P419B0003-0001.

1. CONTRACT ID CODE PAGE OF PAGES

1 2

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 07-Mar-2019

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912P419B0003

X 9B. DATED (SEE ITEM 11)

08-Feb-2019

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE

RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

06-Mar-2019

CODE

U.S. ARMY ENGINEER DISTRICT, BUFFALO

1776 NIAGARA STREET

BUFFALO NY 14207-3199

W912P4 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912P419B0003

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 21 13 - INSTRUCTIONS TO BIDDERS

The following have been modified:

52.252-3 ALTERATIONS IN SOLICITATION (APR 1984)

Portions of this solicitation are altered as follows:

0002 - Amendment is to amend the Bid Schedule by adding Option "C". Option "C" increases the dredging quantity for the berthing areas in the City of Rochester. Additional drawings and description included in this amendment.

0003 - Amendment includes pages from Section 01 35 13 as a result of the revisions contained in W912P419B0003-

0002. Changes are highlighted in yellow. Clause 52.217-7 is amended to include “Options A, or B, or both A and B, by written notice to the Contractor within 60 calendar days of NTP; Option C can be exercised at any point up to 15

May 2019”.

**** there is no SF30, W912P419B0003-0001. A system glitch caused the number to skip -0001 and directly to -

0002.

(End of Provision)

SECTION 00 70 00 - CONDITIONS OF THE CONTRACT

The following have been modified:

52.217-7 OPTION FOR INCREASED QUANTITY--SEPARATELY PRICED LINE ITEM (MAR 1989)

The Government may require the delivery of the numbered line item, identified in the Schedule as an option item, in the quantity and at the price stated in the Schedule. The Contracting Officer may exercise Options A, or B, or both

A and B, by written notice to the Contractor within 60 calendar days of NTP; Option C can be exercised at any point up to 15 May 2019. Delivery of added items shall continue at the same rate that like items are called for under the contract, unless the parties otherwise agree.

(End of clause)

(End of Summary of Changes)

AMENDMENT NO. 1

W912P419B0003

ROCHESTER, NEW YORK / OSWEGO, NY

ROCHESTER HARBOR / OSWEGO HARBOR

MAINTENANCE DREDGING

UPDATED BID FORM AND

SPECIFICATIONS WITH

ATTACHMENTS

25 FEBRUARY 2019

The following changes have been made to solicitation W012P4190003:

1. Bid Form: Option C has been added and Note 5 has been changed.

2. Section 01 35 13: Paragraph 1.2 has been updated and changes highlighted. Page number may not match the previous version.

3. Attachment to Section 01 35 13 is included with this amendment.

Item Unit No. Description Unit Price

1 Mobilization and Demobilization 1 JA $

2 Dredge Rochester Harbor w/placement in the Government-furnished Open Lake Placement Site 100,000 CY $ $

3 Dredge Oswego Harbor w/placement in the Government-furnished Open Lake Placement Site 90,000 CY $ $

Total Estimated Amount (Items 1 ~ 3) $

4 Additional dredging of Rochester Harbor w/placement in the Government-furnished Open Lake Placement Site 70,000 CY $ $

5 Additional dredging of Oswego Harbor w/placement in the Government-furnished Open Lake Placement Site 50,000 CY $ $

6 Dredging City of Rochester Berthing Areas 18,000 CY $ $

Total Est. Amount (Items 1 ~ 5) $

Quantity Amount

SECTION 00 10 00

BIDDING SCHEDULE

BIDDDING SCHEDULE "A"

Estimated Estimated

Note 2: The Government will evaluate offers for award purposes by adding the total price for all options to the total price for the basic requirement. Evaluation of options will not obligate the Government to exercise the option(s).

OPTION B

Note 3: The Government may elect to exercise none of the options, one of the options, or both of the options.

OPTION A

Note 1: Bids must be complete as to all the items on the schedule. Failure to complete all items on the bid schedule will render the bid non-responsive.

OPTION C

h5cosklm Highlight h5cosklm Highlight

NTP

3/15/2016

5/1/2016

47 days

Note 4: If any option is exercised, the government reserves the right to limit the quantity of material up to the estimated quantity of the option item.

Note 5: If Options A, or B, or both A and B, are exercised, it will be exercised within 60 days of the notice to proceed. If Option C is exercised,it will be exercised by 15 May 2019.

h5cosklm Highlight

FY19 ROC/OSW DREDGING CERTIFIED FINAL - RTA

FY19ROCHOSWDRED W912P419B0003 AMENDMENT NO. 1

SECTION 01 35 13

SPECIAL PROJECT PROCEDURES

04/06

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only or as otherwise designated. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00, "SUBMITTAL PROCEDURES":

SD-01, Preconstruction Submittals

Schedule of Work

Candidates

SD-07, Certificates

Notifications

Notice to Mariners

Real Estate

1.2 PERFORMANCE PERIOD AND RESTRICTIONS

a. Commence work under this contract within 10 calendar days after the date of receipt by the Contractor of the Notice to Proceed to prosecute said work diligently, and to complete the entire work ready for use, in accordance with the table shown later in this paragraph. If the total quantity of material to be paid for and actually removed under this contract exceeds the limit established, additional time will be allowed at the rate shown on the table below.

HARBOR RATE/DAY (Cubic Yards) Rochester (Federal Channel) 4000 City of Rochester Berthing Areas 1500 Oswego 4000

b. The time stated for completion includes final clean-up of the premises. Additionally, the time period between the date of the Notice to Proceed and the opening date of the Environmental Window for Rochester is reserved for administrative work (submittals, mobilization, etc.). Actual dredging in each harbor may not commence until the opening date of the Environmental Window for each harbor.

Comply with the milestone schedule below. Time extensions will be granted based upon the quantity of material and the dredging rate indicated above, if any of the Option Item are exercised.

SECTION 01 35 13 Page 1021 02/26/19 h5cosklm Highlight

FY19 ROC/OSW DREDGING CERTIFIED FINAL - RTA

FY19ROCHOSWDRED W912P419B0003 AMENDMENT NO. 1

Milestone Maximum Calendar Days After Receipt of Notice to Proceed

Commence Work (Submittals, Administration, etc.) 10

Commence Actual Sediment Removal Operations at Rochester Harbor 45

Complete Entire Base Bid Work (Complete dredging at Rochester and Oswego) 95

Additional days to complete options (if exercised)

Option A, Rochester Harbor 18 (If full quantity is awarded)

Option B, Oswego Harbor 13 (If full quantity is awarded)

Option C, City of Rochester Berthing area 12 (If full quantity is awarded)

c. The Notice to Proceed will be issued on or about 01 April 2019.

1.2.1 City of Rochester Berthing Areas

See the attachment follwing this section for the Scope and Plans of the required dredging.

1.2.2 Environmental Windows

1.2.2.1 Rochester Harbor

Rochester Harbor has dredging limitations based upon Environmental conditions. Schedule the work accordingly.

a. Dredging by mechanical dredges is permitted only between 01 May and 15 September.

b. Dredging by hopper dredges is permitted only between 01 May and 15 August.

1.2.2.2 Oswego Harbor

Dredging is permitted only between 01 June and 15 March.

1.2.3 Schedule of Work

Submit a complete schedule of work covering the period of time from the Notice of Award through the specified duration of the contract, including all private and Government work, and the plant intended for each project, to the Contracting Officer within 10 calendar days of receipt of the Notice of Award.

SECTION 01 35 13 Page 1022 02/26/19 h5cosklm Highlight

NON-FEDERAL DREDGING

CITY OF ROCHESTER BERTHING AREAS

AMENDMENT NO. 1

SOLICITATION W912P419B0003

SCOPE OF WORK

Perform work associated with this Scope in accordance with the contract documents. If this scope varies or is in conflict with the provided specifications or other contract documents, the requirements of this scope will govern.

1.) Dredge the quantity of sediment in accordance with the exercised option (or as limited by this scope and contract restrictions as shown on the attached figures:

Figure 1: Site Locus with Proposed Dredging Areas Figure 2: Area #1 Port Terminal Facility (Current Sediment Contours as of 2018

(Typ)) o Figure 2A: Area #1 Port Terminal Facility Section A-A o Figure 2B: Area #1 Port Terminal Facility Section B-B o Figure 2C: Area #1 Port Terminal Facility Section C-C o Figure 2D: Area #1 Port Terminal Facility Section D-D o Figure 2E: Area #1 Port Terminal Facility Section E-E o Figure 2F: Area #1 Port Terminal Facility Section F-F

Figure 3: Area #2 River Street Marine – North Docks (Current Sediment Contours as of 2017 (Typ)) o Figure 3A: Area #2 River Street Marine – North Docks Section A-A o Figure 3B: Area #2 River Street Marine – North Docks Section B-B o Figure 3C: Area #2 River Street Marine – North Docks Section C-C o Figure 3D: Area #2 River Street Marine – North Docks Section D-D o Figure 3E: Area #2 River Street Marine – North Docks Section E-E

Figure 4: River Street Marine – South Docks (Current Sediment Contours as of 2017 (Typ)) o Figure 4A: River Street Marine – South Docks Section A-A o Figure 4B: River Street Marine – South Docks Section B-B o Figure 4C: River Street Marine – South Docks Section C-C o Figure 4D: River Street Marine – South Docks Section D-D o Figure 4E: River Street Marine – South Docks Section E-E

2.) Areas outside the federal channel are not routinely dredged. The composition and density of the material to be dredged in these areas may differ from the federal channel.

Virgin material, debris, timber and other obstructions may be encountered.

3.) Submerged armor and a CSX stone cap are situated in Areas #1 and #2 (respectively) as shown on the attached figures. If these items are encountered, adjust the dredge depth to remain one foot above the cap.

4.) The floating docks are located in Area #2 and Area #3.

5.) The floating docks (and potentially the catwalks) will be removed by the dock operator before the contractor begins dredging in the area. Dock removal will be sequenced. The docks in only one area (North or South dock area) will be removed at any one time to allow dredging.

6.) Notify the dock operator a minimum of two weeks before the docks need to be removed.

In addition, allow a minimum of one week between work in the two dock areas to allow the operator to prepare the facilities and to transfer the boats from one area to the other.

7.) Contact for dock operator:

Steve Gibbs, President Gibbs Marine Group, Inc.

118 Petten Street Rochester, NY 14612

(585) 227-1579 - Genesee River Office (mobile, accepts text messages)

(585) 233-2565 - Dockmaster (George's mobile, accepts text messages) Email: steve@gibbsmarine.com

Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community

FIGURE 1

1 inch = 300 feet

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CLIENT:DRAWING NAME:PROJECT #/DRAWING #/ DATE

PROJECT:

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PROPOSED GENESEE

RIVER DREDGING

PROJECT

SITE LOCUS WITH

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DREDGING AREAS

CITY OF ROCHESTER,

NEW YORK2180099

12/14/2018

Legend Navigation Channel Area 1 Area 2 Area 3 County Parcels

AREA 1

AREA 2

AREA 3

Notes:

1) Monroe County parcel lines provided by the County of Monroe.

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SEDIMENT CONTOURS (2 FT INTERVAL)

STORM SEWER OUTFALLS

APPROX. TOE OF SLOPE

NOTE:

1. ELEVATIONS SHOWN IN INTERNATIONAL

GREAT LAKES DATUM 1985 (IGLD 85).

2. COORDINATES SHOWN IN NEW YORK STATE

PLANE WEST (US FEET)

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1408016.4487 1187035.3892

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APPROX. TOE OF SLOPE 1408031.032 1187178.4448

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APPROX. TOE OF SLOPE 1407927.5598 1187095.1115

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It is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration.

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It is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration.

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SECTION D-D'

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SEDIMENT (AREA TO BE DREDGED)

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6" ARMOR FLEX SCOUR PROTECTION (UPPERMOST EXTENT AT - 14.3 LWD ±)

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AREA 1: PORT TERMINAL FACILITY

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1' ALLOWABLE OVERDEPTH

It is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration.

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SEDIMENT (AREA TO BE DREDGED)

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AREA 1: PORT TERMINAL FACILITY MARINA ENTRANCE

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CONTRACT DEPTH - 12.3 LWD

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1' ALLOWABLE OVERDEPTH

It is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration.

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SOIL (UNKNOWN)

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NOTE:

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2. BOAT DOCK LENGTHS MAY VARY.

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WOODEN DOCK

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SEDIMENT (AREA TO BE DREDGED)

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CONTRACT DEPTH - 12.3 LWD

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1' ALLOWABLE OVERDEPTH

It is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration.

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SURVEY LIMITS

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STORM SEWER OUTFALLS

APPROX. TOE OF SLOPE

CSX STONE CAP

NOTE:

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LAKES DATUM 1985 (IGLD 85).

2. COORDINATES SHOWN IN NEW YORK STATE PLANE

WEST (US FEET)

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PROPOSED DREDGE LIMIT

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SEE FIGURE 3C

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1407690.7942 1186445.362

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1407599.5442 1186274.112

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1407325.9296 1185710.9176

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1407195.5685 1185436.5426

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1407727.8775 1186432.862

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1407645.3775 1186256.1954

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1407375.3879 1185690.0322

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1407244.1101 1185416.7509

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APPROX TOE OF SLOPE 1407705.3775 1186441.612

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APPROX TOE OF SLOPE 1407616.6275 1186267.0287

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APPROX TOE OF SLOPE 1407624.1275 1186264.9454

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APPROX TOE OF SLOPE 1407222.0268 1185425.5009

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APPROX TOE OF SLOPE 1407348.8462 1185701.1259

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APPROX TOE OF SLOPE 1407352.4712 1185700.0322

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CHANGE IN DREDGE DEPTH

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NOTE:

1. ELEVATIONS SHOWN IN INTERNATIONAL GREAT LAKES DATUM 1985

(IGLD 85).

2. BOAT DOCK LENGTHS MAY VARY.

3. BOAT DOCKS TO BE REMOVED BY MARINA OPERATOR PRIOR TO

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4. 5' OFFSET FROM CATWALK SHOWN FOR INFRASTRUCTURE PROTECTION.

IF CATWALK IS REMOVED BY OPERATOR USE 5 FT OFFSET FROM TIMBER

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SECTION A-A'

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NAVIGATION CHANNEL

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NOTE:

1. ELEVATIONS SHOWN IN INTERNATIONAL GREAT LAKES DATUM 1985

(IGLD 85).

2. BOAT DOCK LENGTHS MAY VARY.

3. BOAT DOCKS TO BE REMOVED BY MARINA OPERATOR PRIOR TO

DREDGING.

4. 5' OFFSET FROM CATWALK SHOWN FOR INFRASTRUCTURE PROTECTION.

IF CATWALK IS REMOVED BY OPERATOR USE 5 FT OFFSET FROM TIMBER

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NOTE:

1. ELEVATIONS SHOWN IN INTERNATIONAL GREAT LAKES DATUM 1985

(IGLD 85).

2. BOAT DOCK LENGTHS MAY VARY.

3. BOAT DOCKS TO BE REMOVED BY MARINA OPERATOR PRIOR TO

DREDGING.

4. 5' OFFSET FROM CATWALK SHOWN FOR INFRASTRUCTURE PROTECTION.

IF CATWALK IS REMOVED BY OPERATOR USE 5 FT OFFSET FROM TIMBER

DECK.

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LEGEND

NAVIGATION CHANNEL

6" ARMOR FLEX SCOUR PROTECTION

DREDGE AREA

SEDIMENTS OUTSIDE DREDGE AREA

SPILL IN MATERIAL

CONTRACT DEPTH

NOTE:

1. ELEVATIONS SHOWN IN INTERNATIONAL GREAT LAKES DATUM 1985

(IGLD 85).

2. BOAT DOCK LENGTHS MAY VARY.

3. BOAT DOCKS TO BE REMOVED BY MARINA OPERATOR PRIOR TO

DREDGING.

4. 5' OFFSET FROM CATWALK SHOWN FOR INFRASTRUCTURE PROTECTION.

IF CATWALK IS REMOVED BY OPERATOR USE 5 FT OFFSET FROM TIMBER

DECK.

AutoCAD SHX Text 225'

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AutoCAD SHX Text 60'

AutoCAD SHX Text

SECTION D-D'

AutoCAD SHX Text D

AutoCAD SHX Text D'

AutoCAD SHX Text

NAVIGATION CHANNEL

AutoCAD SHX Text

SEDIMENT (AREA TO BE DREDGED)

AutoCAD SHX Text

BOAT DOCK

AutoCAD SHX Text

CATWALK

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TIMBER DECK

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AutoCAD SHX Text 70'

AutoCAD SHX Text 80'

AutoCAD SHX Text 90'

AutoCAD SHX Text 100'

AutoCAD SHX Text

EXISTING SEDIMENT

AutoCAD SHX Text

CONTRACT DEPTH - 3.3 LWD

AutoCAD SHX Text

AREA #2 RIVER ST MARINE NORTH DOCKS

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1' ALLOWABLE OVERDEPTH

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LEGEND

NAVIGATION CHANNEL

6" ARMOR FLEX SCOUR PROTECTION

DREDGE AREA

SEDIMENTS OUTSIDE DREDGE AREA

SPILL IN MATERIAL

CONTRACT DEPTH

NOTE:

1. ELEVATIONS SHOWN IN INTERNATIONAL GREAT LAKES DATUM 1985

(IGLD 85).

2. BOAT DOCK LENGTHS MAY VARY.

3. BOAT DOCKS TO BE REMOVED BY MARINA OPERATOR PRIOR TO

DREDGING.

4. 5' OFFSET FROM CATWALK SHOWN FOR INFRASTRUCTURE PROTECTION.

IF CATWALK IS REMOVED BY OPERATOR USE 5 FT OFFSET FROM TIMBER

DECK.

AutoCAD SHX Text 225'

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SECTION E-E'

AutoCAD SHX Text E

AutoCAD SHX Text E'

AutoCAD SHX Text

NAVIGATION CHANNEL

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

BOAT DOCK

AutoCAD SHX Text

CATWALK

AutoCAD SHX Text

TIMBER DECK

AutoCAD SHX Text 70'

AutoCAD SHX Text 80'

AutoCAD SHX Text 90'

AutoCAD SHX Text 100'

AutoCAD SHX Text

EXISTING SEDIMENT

AutoCAD SHX Text

SEDIMENT (AREA TO BE DREDGED)

AutoCAD SHX Text

CONTRACT DEPTH - 2.3 LWD

AutoCAD SHX Text

AREA #2 RIVER ST MARINE NORTH DOCKS

AutoCAD SHX Text 5'

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LEGEND

NAVIGATION CHANNEL

SURVEY LIMITS

PROPOSED DREDGING LIMIT

SEDIMENT CONTOURS (2 FT INTERVAL)

STORM SEWER OUTFALLS

APPROX. TOE OF SLOPE

APPROX. WETLAND AREA

NOTE:

1. ELEVATIONS SHOWN IN INTERNATIONAL GREAT

LAKES DATUM 1985 (IGLD 85).

2. WETLAND AREA IS APPROXIMATE AND A FORMAL

JURISDICTIONAL DETERMINATION HAS NOT BEEN

COMPLETED.

3. COORDINATES SHOWN IN NEW YORK STATE PLANE

WEST (US FEET)

AutoCAD SHX Text E

AutoCAD SHX Text E'

AutoCAD SHX Text D

AutoCAD SHX Text D'

AutoCAD SHX Text C

AutoCAD SHX Text C'

AutoCAD SHX Text A

AutoCAD SHX Text A'

AutoCAD SHX Text B

AutoCAD SHX Text B'

AutoCAD SHX Text N

AutoCAD SHX Text

PROPOSED DREDGE LIMIT

AutoCAD SHX Text

PROPOSED DREDGE LIMIT

AutoCAD SHX Text

SEE FIGURE 4E

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NAVIGATION CHANNEL

AutoCAD SHX Text

SEE FIGURE 4D

AutoCAD SHX Text

SEE FIGURE 4C

AutoCAD SHX Text

SEE FIGURE 4A

AutoCAD SHX Text

PROPOSED DREDGE LIMIT

AutoCAD SHX Text 0'

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AutoCAD SHX Text 160'

AutoCAD SHX Text 120'

AutoCAD SHX Text

SEE FIGURE 4B

AutoCAD SHX Text

1407003.4799 1185030.1253

AutoCAD SHX Text

1406963.0633 1184867.6253

AutoCAD SHX Text

1406776.3966 1184044.7087

AutoCAD SHX Text

1407059.3133 1185016.3753

AutoCAD SHX Text

1406820.9799 1184037.2087

AutoCAD SHX Text

1407004.7299 1184857.2087

AutoCAD SHX Text

APPROX. TOE OF SLOPE 1407028.4799 1185024.292

AutoCAD SHX Text

APPROX. TOE OF SLOPE 1406982.2299 1184862.2087

AutoCAD SHX Text

APPROX. TOE OF SLOPE 1406988.0633 1184861.792

AutoCAD SHX Text

APPROX. TOE OF SLOPE 1406797.6466 1184039.7087

CHANGE IN DREDGE DEPTH

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LEGEND

NAVIGATION CHANNEL

6" ARMOR FLEX SCOUR PROTECTION

DREDGE AREA

SEDIMENTS OUTSIDE DREDGE AREA

SPILL IN MATERIAL

CONTRACT DEPTH

NOTE:

1. ELEVATIONS SHOWN IN INTERNATIONAL GREAT LAKES DATUM 1985

(IGLD 85).

2. BOAT DOCK LENGTHS MAY VARY.

3. BOAT DOCKS TO BE REMOVED BY MARINA OPERATOR PRIOR TO

DREDGING.

4. 5' OFFSET FROM CATWALK SHOWN FOR INFRASTRUCTURE PROTECTION.

IF CATWALK IS REMOVED BY OPERATOR USE 5 FT OFFSET FROM TIMBER

DECK.

AutoCAD SHX Text 225'

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AutoCAD SHX Text

SECTION A-A'

AutoCAD SHX Text A

AutoCAD SHX Text A'

AutoCAD SHX Text

NAVIGATION CHANNEL

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SEDIMENT (AREA TO BE DREDGED)

AutoCAD SHX Text

BOAT DOCK

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CATWALK

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AutoCAD SHX Text 70'

AutoCAD SHX Text 80'

AutoCAD SHX Text 90'

AutoCAD SHX Text 100'

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EXISTING SEDIMENT

AutoCAD SHX Text

CONTRACT DEPTH - 7.9 LWD

AutoCAD SHX Text

OPEN WATER

AutoCAD SHX Text

AREA #3 RIVER ST MARINE SOUTH DOCKS

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RIP-RAP

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1' ALLOWABLE OVERDEPTH

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LEGEND

NAVIGATION CHANNEL

6" ARMOR FLEX SCOUR PROTECTION

DREDGE AREA

SEDIMENTS OUTSIDE DREDGE AREA

SPILL IN MATERIAL

CONTRACT DEPTH

NOTE:

1. ELEVATIONS SHOWN IN INTERNATIONAL GREAT LAKES DATUM 1985

(IGLD 85).

2. BOAT DOCK LENGTHS MAY VARY.

3. BOAT DOCKS TO BE REMOVED BY MARINA OPERATOR PRIOR TO

DREDGING.

4. 5' OFFSET FROM CATWALK SHOWN FOR INFRASTRUCTURE PROTECTION.

IF CATWALK IS REMOVED BY OPERATOR USE 5 FT OFFSET FROM TIMBER

DECK.

AutoCAD SHX Text 225'

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SECTION B-B'

AutoCAD SHX Text B

AutoCAD SHX Text B'

AutoCAD SHX Text

NAVIGATION CHANNEL

AutoCAD SHX Text

SEDIMENT (AREA TO BE DREDGED)

AutoCAD SHX Text

BOAT DOCK

AutoCAD SHX Text

CATWALK

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AutoCAD SHX Text 70'

AutoCAD SHX Text 80'

AutoCAD SHX Text 90'

AutoCAD SHX Text 100'

AutoCAD SHX Text

EXISTING SEDIMENT

AutoCAD SHX Text

CONTRACT DEPTH - 7.9 LWD

AutoCAD SHX Text

APPROX. WETLAND AREA

AutoCAD SHX Text

AREA #3 RIVER ST MARINE SOUTH DOCKS

AutoCAD SHX Text

1' ALLOWABLE OVERDEPTH

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LEGEND

NAVIGATION CHANNEL

6" ARMOR FLEX SCOUR PROTECTION

DREDGE AREA

SEDIMENTS OUTSIDE DREDGE AREA

SPILL IN MATERIAL

CONTRACT DEPTH

NOTE:

1. ELEVATIONS SHOWN IN INTERNATIONAL GREAT LAKES DATUM 1985

(IGLD 85).

2. BOAT DOCK LENGTHS MAY VARY.

3. BOAT DOCKS TO BE REMOVED BY MARINA OPERATOR PRIOR TO

DREDGING.

4. 5' OFFSET FROM CATWALK SHOWN FOR INFRASTRUCTURE PROTECTION.

IF CATWALK IS REMOVED BY OPERATOR USE 5 FT OFFSET FROM TIMBER

DECK.

AutoCAD SHX Text 225'

AutoCAD SHX Text 230'

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AutoCAD SHX Text

SECTION C-C'

AutoCAD SHX Text C

AutoCAD SHX Text C'

AutoCAD SHX Text

NAVIGATION CHANNEL

AutoCAD SHX Text

BOAT DOCK

AutoCAD SHX Text

CATWALK

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 70'

AutoCAD SHX Text 80'

AutoCAD SHX Text 90'

AutoCAD SHX Text 100'

AutoCAD SHX Text

EXISTING SEDIMENT

AutoCAD SHX Text

SEDIMENT (AREA TO BE DREDGED)

AutoCAD SHX Text

CONTRACT DEPTH - 6.5 LWD

AutoCAD SHX Text

AREA #3 RIVER ST MARINE SOUTH DOCKS

AutoCAD SHX Text

APPROX. WETLAND AREA

AutoCAD SHX Text

1' ALLOWABLE OVERDEPTH

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LEGEND

NAVIGATION CHANNEL

6" ARMOR FLEX SCOUR PROTECTION

DREDGE AREA

SEDIMENTS OUTSIDE DREDGE AREA

SPILL IN MATERIAL

CONTRACT DEPTH

NOTE:

1. ELEVATIONS SHOWN IN INTERNATIONAL GREAT LAKES DATUM 1985

(IGLD 85).

2. BOAT DOCK LENGTHS MAY VARY.

3. BOAT DOCKS TO BE REMOVED BY MARINA OPERATOR PRIOR TO

DREDGING.

4. 5' OFFSET FROM CATWALK SHOWN FOR INFRASTRUCTURE PROTECTION.

IF CATWALK IS REMOVED BY OPERATOR USE 5 FT OFFSET FROM TIMBER

DECK.

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SECTION D-D'

AutoCAD SHX Text D

AutoCAD SHX Text D'

AutoCAD SHX Text

NAVIGATION CHANNEL

AutoCAD SHX Text

BOAT DOCK

AutoCAD SHX Text

CATWALK

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 70'

AutoCAD SHX Text 80'

AutoCAD SHX Text 90'

AutoCAD SHX Text 100'

AutoCAD SHX Text

EXISTING SEDIMENT

AutoCAD SHX Text

SEDIMENT (AREA TO BE DREDGED)

AutoCAD SHX Text

CONTRACT DEPTH - 6.5 LWD

AutoCAD SHX Text

AREA #3 RIVER ST MARINE SOUTH DOCKS

AutoCAD SHX Text

APPROX. WETLAND AREA

AutoCAD SHX Text

1' ALLOWABLE OVERDEPTH

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LEGEND

NAVIGATION CHANNEL

6" ARMOR FLEX SCOUR PROTECTION

DREDGE AREA

SEDIMENTS OUTSIDE DREDGE AREA

SPILL IN MATERIAL

CONTRACT DEPTH

NOTE:

1. ELEVATIONS SHOWN IN INTERNATIONAL GREAT

LAKES DATUM 1985 (IGLD 85).

2. BOAT DOCK LENGTHS MAY VARY.

3. BOAT DOCKS TO BE REMOVED BY MARINA

OPERATOR PRIOR TO DREDGING.

4. 5' OFFSET FROM CATWALK SHOWN FOR

INFRASTRUCTURE PROTECTION.

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SECTION E-E'

AutoCAD SHX Text E

AutoCAD SHX Text E'

AutoCAD SHX Text

NAVIGATION CHANNEL

AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text

EXISTING SEDIMENT

AutoCAD SHX Text

SEDIMENT (AREA TO BE DREDGED)

AutoCAD SHX Text

CONTRACT DEPTH - 6.5 LWD

AutoCAD SHX Text

AREA #3 RIVER ST MARINE SOUTH DOCKS

AutoCAD SHX Text

APPROX. WETLAND AREA