Solicitation_Amendment_W9412P419B0003-0001.pdf
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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
The purpose of this 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. See attached for details.
1. CONTRACT ID CODE PAGE OF PAGES
1 2
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
16C. DATE SIGNED
BY 28-Feb-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
27-Feb-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:
0001 - 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.
(End of Provision)
(End of Summary of Changes)
SECTION 00 10 00
BIDDING SCHEDULE
Item No. Description
Estimated Quantity
Unit Unit Price
Estimated Amount
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) $
OPTION A
4 Additional dredging of Rochester Harbor w/placement in the Government-furnished Open Lake Placement Site 70,000 CY $_________ $____________
OPTION B
5 Additional dredging of Oswego Harbor w/placement in the Government-furnished Open Lake Placement Site
50,000 CY
OPTION C
6 Dredging City of Rochester Berthing Areas 18,000 CY $_________ $____________
Total Estimated Amount (Items 1 ~ 6) $_______________________
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.
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).
Note 3: The Government may elect to exercise none of the options, one of the options, or both of the options.
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, they will be exercised within 60 days of the notice to proceed. If Option C is exercised, it will be exercised by 15 May 2019.
NON-FEDERAL DREDGING
CITY OF ROCHESTER BERTHING AREAS
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
0 220 440 Feet
Path: \\Projects2\ProjectsNZ-2\Rochester, City\2180099 - Port Permitting Dredging Plan\Drawings\Survey\Areas 1 and 2 and 3 2017\FIGURE 1 ALL AREAS.mxd
CLIENT:DRAWING NAME:PROJECT #/DRAWING #/ DATE
PROJECT:
INTENDED TO PRINT AS: 11" X 17"
PROPOSED GENESEE
RIVER DREDGING
PROJECT
SITE LOCUS WITH
PROPOSED
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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APPROX. TOE OF SLOPE
NOTE:
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2. COORDINATES SHOWN IN NEW YORK STATE
PLANE WEST (US FEET)
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1408016.4487 1187035.3892
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1407911.5876 1187105.5281
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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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AREA 1: PORT TERMINAL FACILITY
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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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LEGEND
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6" ARMOR FLEX SCOUR PROTECTION
DREDGE AREA
SEDIMENTS OUTSIDE DREDGE AREA
CONTRACT DEPTH
NOTE:
1. ELEVATIONS SHOWN IN INTERNATIONAL GREAT
LAKES DATUM 1985 (IGLD 85)
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SECTION E-E'
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SEDIMENT (AREA TO BE DREDGED)
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NAVIGATION CHANNEL
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AREA 1: PORT TERMINAL FACILITY MARINA ENTRANCE
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2:1 SLOPE
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CONTRACT DEPTH - 12.3 LWD
AutoCAD SHX Text
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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FIGURE 2F
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LEGEND
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6" ARMOR FLEX SCOUR PROTECTION
DREDGE AREA
SEDIMENTS OUTSIDE DREDGE AREA
SOIL (UNKNOWN)
CONTRACT DEPTH
NOTE:
1. ELEVATIONS SHOWN IN INTERNATIONAL GREAT
LAKES DATUM 1985 (IGLD 85).
2. BOAT DOCK LENGTHS MAY VARY.
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WOODEN DOCK
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CONCRETE RAMP
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SECTION F-F'
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SEDIMENT (AREA TO BE DREDGED)
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NAVIGATION CHANNEL
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AREA 1: PORT TERMINAL FACILITY BOAT LAUNCH
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2:1 SLOPE
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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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LEGEND
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SURVEY LIMITS
PROPOSED DREDGING LIMIT
SEDIMENT CONTOURS (2 FT INTERVAL)
STORM SEWER OUTFALLS
APPROX. TOE OF SLOPE
CSX STONE CAP
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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NAVIGATION CHANNEL
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NAVIGATION CHANNEL
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SEE FIGURE 3D
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PROPOSED DREDGE LIMIT
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SEE FIGURE 3E
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SEE FIGURE 3C
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SEE FIGURE 3B
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SEE FIGURE 3A
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PROPOSED DREDGE LIMIT
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PROPOSED DREDGE LIMIT
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PROPOSED DREDGE LIMIT
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CSX STONE CAP
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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
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.
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SECTION A-A'
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CONTRACT DEPTH - 5.3 LWD
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NAVIGATION CHANNEL
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CSX STONE CAP
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BOAT DOCK
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CATWALK
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TIMBER DECK
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EXISTING SEDIMENT
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SEDIMENT (AREA TO BE DREDGED)
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AREA #2 RIVER ST MARINE NORTH DOCKS
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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 B-B'
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NAVIGATION CHANNEL
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BOAT DOCK
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CATWALK
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EXISTING SEDIMENT
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SEDIMENT (AREA TO BE DREDGED)
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CONTRACT DEPTH - 5.3 LWD
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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.
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SECTION C-C'
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NAVIGATION CHANNEL
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BOAT DOCK
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CATWALK
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TIMBER DECK
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EXISTING SEDIMENT
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SEDIMENT (AREA TO BE DREDGED)
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CONTRACT DEPTH - 3.3 LWD
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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.
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SECTION D-D'
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NAVIGATION CHANNEL
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SEDIMENT (AREA TO BE DREDGED)
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BOAT DOCK
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CATWALK
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TIMBER DECK
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EXISTING SEDIMENT
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CONTRACT DEPTH - 3.3 LWD
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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'
AutoCAD SHX Text 230'
AutoCAD SHX Text 235'
AutoCAD SHX Text 240'
AutoCAD SHX Text 245'
AutoCAD SHX Text 250'
AutoCAD SHX Text 255'
AutoCAD SHX Text 0'
AutoCAD SHX Text 10'
AutoCAD SHX Text 20'
AutoCAD SHX Text 30'
AutoCAD SHX Text 40'
AutoCAD SHX Text 50'
AutoCAD SHX Text 60'
AutoCAD SHX Text
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'
TE
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VI
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PR
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EC
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CL
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NT
RE
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B Y:
DR
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N
BY
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B Y:
IS
SU
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F
OR
DA
TE
DR
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IN
G
TI
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E
PROJECT/DRAWING NUMBER
2180099
FE
BR
UA
RY
, 2
PR
OP
OS
ED
G
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EE
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DR
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GI
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P
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O F
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TE
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AR
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- S O
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FIGURE 4
SC
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INTENDED PRINT SIZE: 11X17"
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
AutoCAD SHX Text
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'
AutoCAD SHX Text 40'
AutoCAD SHX Text 80'
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
TE
RE
VI
SI
ON
NO
PR
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EC
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CL
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NT
RE
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B Y:
DR
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N
BY
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SI
GN
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B Y:
IS
SU
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F
OR
DA
TE
DR
AW
IN
G
TI
TL
E
PROJECT/DRAWING NUMBER
2180099
FE
BR
UA
RY
, 2
PR
OP
OS
ED
G
EN
ES
EE
R
IV
ER
DR
ED
GI
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P
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O F
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DR
P --
FIGURE 4A
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N
ON
E
INTENDED PRINT SIZE: 11X17"
AR
EA
RI
VE
R
ST
RE
ET
M
AR
IN
E
- S O
U
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D O
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S
CU
RR
EN
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SE
DI
M
EN
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CO
N
TO
U
RS
AS
O
F
CR
O
SS
S
EC
TI
O N
A -A
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'
AutoCAD SHX Text 235'
AutoCAD SHX Text 240'
AutoCAD SHX Text 245'
AutoCAD SHX Text 250'
AutoCAD SHX Text 255'
AutoCAD SHX Text 0'
AutoCAD SHX Text 10'
AutoCAD SHX Text 20'
AutoCAD SHX Text 30'
AutoCAD SHX Text 40'
AutoCAD SHX Text 50'
AutoCAD SHX Text 60'
AutoCAD SHX Text
SECTION A-A'
AutoCAD SHX Text A
AutoCAD SHX Text A'
AutoCAD SHX Text
NAVIGATION CHANNEL
AutoCAD SHX Text
SEDIMENT (AREA TO BE DREDGED)
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
CONTRACT DEPTH - 7.9 LWD
AutoCAD SHX Text
OPEN WATER
AutoCAD SHX Text
AREA #3 RIVER ST MARINE SOUTH DOCKS
AutoCAD SHX Text
RIP-RAP
AutoCAD SHX Text
1' ALLOWABLE OVERDEPTH
TE
RE
VI
SI
ON
NO
PR
OJ
EC
T/
CL
IE
NT
RE
VI
EW
ED
B Y:
DR
AW
N
BY
DE
SI
GN
ED
B Y:
IS
SU
ED
F
OR
DA
TE
DR
AW
IN
G
TI
TL
E
PROJECT/DRAWING NUMBER
2180099
FE
BR
UA
RY
, 2
PR
OP
OS
ED
G
EN
ES
EE
R
IV
ER
DR
ED
GI
NG
P
RO
JE
CT
CI
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O F
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TE
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O
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DR
P --
FIGURE 4B
SC
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N
ON
E
INTENDED PRINT SIZE: 11X17"
AR
EA
RI
VE
R
ST
RE
ET
M
AR
IN
E
- S O
U
TH
D O
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S
CU
RR
EN
T
SE
DI
M
EN
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CO
N
TO
U
RS
AS
O
F
CR
O
SS
S
EC
TI
O N
B -B
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'
AutoCAD SHX Text 235'
AutoCAD SHX Text 240'
AutoCAD SHX Text 245'
AutoCAD SHX Text 250'
AutoCAD SHX Text 255'
AutoCAD SHX Text 0'
AutoCAD SHX Text 10'
AutoCAD SHX Text 20'
AutoCAD SHX Text 30'
AutoCAD SHX Text 40'
AutoCAD SHX Text 50'
AutoCAD SHX Text 60'
AutoCAD SHX Text
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
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
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
TE
RE
VI
SI
ON
NO
PR
OJ
EC
T/
CL
IE
NT
RE
VI
EW
ED
B Y:
DR
AW
N
BY
DE
SI
GN
ED
B Y:
IS
SU
ED
F
OR
DA
TE
DR
AW
IN
G
TI
TL
E
PROJECT/DRAWING NUMBER
2180099
FE
BR
UA
RY
, 2
PR
OP
OS
ED
G
EN
ES
EE
R
IV
ER
DR
ED
GI
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P
RO
JE
CT
CI
TY
O F
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ES
TE
R, N
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O
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DR
P --
FIGURE 4C
SC
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N
ON
E
INTENDED PRINT SIZE: 11X17"
AR
EA
RI
VE
R
ST
RE
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M
AR
IN
E
- S O
U
TH
D O
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S
CU
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EN
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EN
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CO
N
TO
U
RS
AS
O
F
CR
O
SS
S
EC
TI
O N
C -C
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'
AutoCAD SHX Text 235'
AutoCAD SHX Text 240'
AutoCAD SHX Text 245'
AutoCAD SHX Text 250'
AutoCAD SHX Text 255'
AutoCAD SHX Text 0'
AutoCAD SHX Text 10'
AutoCAD SHX Text 20'
AutoCAD SHX Text 30'
AutoCAD SHX Text 40'
AutoCAD SHX Text 50'
AutoCAD SHX Text 60'
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
TE
RE
VI
SI
ON
NO
PR
OJ
EC
T/
CL
IE
NT
RE
VI
EW
ED
B Y:
DR
AW
N
BY
DE
SI
GN
ED
B Y:
IS
SU
ED
F
OR
DA
TE
DR
AW
IN
G
TI
TL
E
PROJECT/DRAWING NUMBER
2180099
FE
BR
UA
RY
, 2
PR
OP
OS
ED
G
EN
ES
EE
R
IV
ER
DR
ED
GI
NG
P
RO
JE
CT
CI
TY
O F
RO
CH
ES
TE
R, N
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O
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DR
P --
FIGURE 4D
SC
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N
ON
E
INTENDED PRINT SIZE: 11X17"
AR
EA
RI
VE
R
ST
RE
ET
M
AR
IN
E
- S O
U
TH
D O
CK
S
CU
RR
EN
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SE
DI
M
EN
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CO
N
TO
U
RS
AS
O
F
CR
O
SS
S
EC
TI
O N
D -D
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'
AutoCAD SHX Text 235'
AutoCAD SHX Text 240'
AutoCAD SHX Text 245'
AutoCAD SHX Text 250'
AutoCAD SHX Text 255'
AutoCAD SHX Text 0'
AutoCAD SHX Text 10'
AutoCAD SHX Text 20'
AutoCAD SHX Text 30'
AutoCAD SHX Text 40'
AutoCAD SHX Text 50'
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
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
TE
RE
VI
SI
ON
NO
PR
OJ
EC
T/
CL
IE
NT
RE
VI
EW
ED
B Y:
DR
AW
N
BY
DE
SI
GN
ED
B Y:
IS
SU
ED
F
OR
DA
TE
DR
AW
IN
G
TI
TL
E
PROJECT/DRAWING NUMBER
2180099
FE
BR
UA
RY
, 2
PR
OP
OS
ED
G
EN
ES
EE
R
IV
ER
DR
ED
GI
NG
P
RO
JE
CT
CI
TY
O F
RO
CH
ES
TE
R, N
EW
Y
O
RK
DR
P --
FIGURE 4E
SC
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E:
N
ON
E
INTENDED PRINT SIZE: 11X17"
AR
EA
RI
VE
R
ST
RE
ET
M
AR
IN
E
- S O
U
TH
D O
CK
S
CU
RR
EN
T
SE
DI
M
EN
T
CO
N
TO
U
RS
AS
O
F
CR
O
SS
S
EC
TI
O N
E -E
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.
AutoCAD SHX Text 225'
AutoCAD SHX Text 230'
AutoCAD SHX Text 235'
AutoCAD SHX Text 240'
AutoCAD SHX Text 245'
AutoCAD SHX Text 250'
AutoCAD SHX Text 255'
AutoCAD SHX Text 0'
AutoCAD SHX Text 10'
AutoCAD SHX Text 20'
AutoCAD SHX Text 30'
AutoCAD SHX Text 40'
AutoCAD SHX Text 50'
AutoCAD SHX Text 60'
AutoCAD SHX Text
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 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
| FY19 ROC OSW Dredge - Bid Form(2-26-19).pdf |
| SECTION 00 10 00 BIDDING SCHEDULE |
| OPTION A |
| Areas 1-3 Figures.pdf |
| FIGURE 1 |
| 2 |
| Sheets and Views |
| Layout1 |
| 2A |
| Sheets and Views |
| 2A |
| 2B |
| Sheets and Views |
| 2B |
| 2C |
| Sheets and Views |
| 2C |
| 2D |
| Sheets and Views |
| 2D |
| 2E |
| Sheets and Views |
| 2E |
| 2F |
| Sheets and Views |
| 2F |
| 3 |
| Sheets and Views |
| Area 2 |
| 3A |
| Sheets and Views |
| Area 2 3A |
| 3B |
| Sheets and Views |
| Area 2 3B |
| 3C |
| Sheets and Views |
| Area 2 3C |
| 3D |
| Sheets and Views |
| Area 2 3D |
| 3E |
| Sheets and Views |
| Area 2 3E |
| 4 |
| Sheets and Views |
| Area 3 |
| 4A |
| Sheets and Views |
| Area 3 4A |
| 4B |
| Sheets and Views |
| Area 3 4B |
| 4C |
| Sheets and Views |
| Area 3 4C |
| 4D |
| Sheets and Views |
| Area 3 4D |
| 4E |
| Sheets and Views |
| Area 3 4E |
| Final Set to USACE 2.15.2019 |
| 2 |
| Sheets and Views |
| Layout1 |
| 2A |
| Sheets and Views |
| 2A |
| 2B |
| Sheets and Views |
| 2B |
| 2C |
| Sheets and Views |
| 2C |
| 2D |
| Sheets and Views |
| 2D |
| 2E |
| Sheets and Views |
| 2E |
| 2F |
| Sheets and Views |
| 2F |
| 3 |
| Sheets and Views |
| Area 2 |
| 3A |
| Sheets and Views |
| Area 2 3A |
| 3B |
| Sheets and Views |
| Area 2 3B |
| 3C |
| Sheets and Views |
| Area 2 3C |
| 3D |
| Sheets and Views |
| Area 2 3D |
| 3E |
| Sheets and Views |
| Area 2 3E |
| 4 |
| Sheets and Views |
| Area 3 |
| 4A |
| Sheets and Views |
| Area 3 4A |
| 4B |
| Sheets and Views |
| Area 3 4B |
| 4C |
| Sheets and Views |
| Area 3 4C |
| 4D |
| Sheets and Views |
| Area 3 4D |
| 4E |
| Sheets and Views |
| Area 3 4E |
File details come from the government source that posted it.