D006603-04_Addendum_1.pdf

ADDENDUM # 01

New York State Office of Parks, Recreation and Historic Preservation

Taconic Region • 9 Old Post Road, Staatsburg, New York 12580 • (845) 889-4100 Palisades Region • Palisades Interstate Parkway, Bear Mountain, NY 10911 • (845) 786-2701

Saratoga Region • 19 Roosevelt Drive, Saratoga Springs, NY 12866 • (518) 584-2535

THIS DOCUMENT contains (134) pages, including attachments

HUDSON VALLEY DISTRICT

Grafton Lakes State Park Beach Area Site Improvements 05/26/2026

Project ID#: SA-GL-2025-001 Contract Numbers: D006603 General Construction; D006604 Electrical Construction

General Information:

1. Read All Plans, Specifications, and Addenda Carefully.

2. IMPORTANT: Acknowledge receipt of all addenda on the bid form when submitting your bid.

3. This Addendum is part of the Contract Documents in accordance with the “Instructions to Bidders.”

4. This Addendum includes both newly added specifications and revisions to previously issued specifications.

Clarification:

Where related specification sections are referenced within the Water Storage Tank Specifications without the “CT” prefix, the applicable “CT” prefix shall be deemed included.

Added Specifications - Water Storage Tank Replacement:

1. Section CT-312000 – Earth Moving

2. Section CT-323113 – Chain Link Fencing and Gates

3. Section CT-330563 – Precast Concrete Vaults and Chambers

Revised Specifications:

1. Section 018113.01 – Environmental Product Declaration (EPD) Requirements

2. Section 033000 – Cast-In-Place Concrete

3. Section 321216 – Asphalt Paving

4. Section 321313 – Concrete Pavement

5. Section CT-033000 – Cast-In-Place Concrete

6. Section CT-331623 – Ground-Level Steel Water Storage Tanks

HUDSON VALLEY DISTRICT ADDENDUM # 01

New York State Office of Parks, Recreation and Historic Preservation

Taconic Region • 9 Old Post Road, Staatsburg, New York 12580 • (845) 889-4100 Palisades Region • Palisades Interstate Parkway, Bear Mountain, NY 10911 • (845) 786-2701

Saratoga Region • 19 Roosevelt Drive, Saratoga Springs, NY 12866 • (518) 584-2535

Stormwater Pollution Prevention Plan (SWPPP) Update:

1. Delete and Replace Page 612 of the Project Manual with the attached signed copy of the

Owner/Operator Certification Form.

Attachments:

1. Pre-Bid Meeting Minutes (Attachment 1)

2. Pre-Bid Meeting Attendance Sheet (Attachment 2).

3. Geotechnical Investigation Report for the Water Tank Area (Attachment 3).

4. Hazardous Materials Survey Report for the Water Tank (Attachment 4).

5. PCBs Testing Report for the Water Tank (Attachment 5).

6. Related Building Record Drawings are attached for reference (Attachment 6).

Grafton Lakes State Park Water Storage Tank Replacement

SA-GL-2025-001 CT-312000 - 1 Earth Moving

SECTION CT-312000

EARTH MOVING

PART 1 GENERAL

1.01 REFERENCE STANDARDS

A. ASTM D1557 - Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort (56,000 ft-lbf/ft3 (2,700 kN-m/m3)); 2012 (Reapproved 2021).

B. ASTM D2487 - Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System); 2017 (Reapproved 2025).

C. ASTM D3740 - Standard Practice for Minimum Requirements for Agencies Engaged in Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction;

2023.

D. ASTM E329 - Standard Specification for Agencies Engaged in Construction Inspection, Testing, or Special Inspection; 2025b.

1.02 SUMMARY

A. Section Includes:

1. Preparing subgrades for water storage tank foundation.

2. Subbase course for water storage tank foundation.

3. Excavating and backfilling for buried utility structures.

B. Related Sections:

1. Section 311000 "Site Clearing" for site stripping, grubbing, stripping and stockpiling topsoil, and removal of above- and below-grade improvements and utilities.

2. Section 312319 "Dewatering" for lowering and disposing of ground water during construction.

3. Section 315000 "Excavation Support and Protection" for shoring, and bracing of excavations.

4. Section 329200 "Turf and Grasses" for finish grading in turf and grass areas, including preparing and placing planting soil for turf areas.

1.03 REFERENCES

A. Comply with the latest edition of the following standards, as referenced herein.

1. American Society of Testing and Materials (ASTM).

2. American Association of State Highway and Transportation Officials (AASHTO).

3. New York State Department of Transportation (NYSDOT).

1.04 DEFINITIONS

A. Backfill: Soil material or controlled low-strength material used to fill an excavation.

1. Initial Backfill: Backfill placed beside and over pipe in a trench, including haunches to support sides of pipe.

2. Final Backfill: Backfill placed over initial backfill to fill a trench.

B. Base Course: Aggregate layer placed between the subbase course and warm-mix asphalt paving.

C. Bedding Course: Aggregate layer placed over the excavated subgrade in a trench before laying pipe.

D. Borrow Soil: Satisfactory soil imported from off-site for use as fill or backfill.

E. Drainage Course: Aggregate layer supporting the slab-on-grade that also minimizes upward capillary flow of pore water.

SA-GL-2025-001 CT-312000 - 2 Earth Moving

F. Excavation: Removal of material encountered above subgrade elevations and to lines and dimensions indicated.

1. Authorized Additional Excavation: Excavation below subgrade elevations or beyond indicated lines and dimensions as directed by Engineer. Authorized additional excavation and replacement material will be paid for according to Contract provisions for changes in the Work.

2. Bulk Excavation: Excavation more than 10 feet (304.8 cm) in width and more than 30 feet (914.4 cm) in length.

3. Unauthorized Excavation: Excavation below subgrade elevations or beyond indicated lines and dimensions without direction by Engineer. Unauthorized excavation, as well as remedial work directed by Engineer, shall be without additional compensation.

G. Fill: Soil materials used to raise existing grades.

H. Rock: Rock material in beds, ledges, unstratified masses, conglomerate deposits, and boulders of rock material 3/4 cu. yd. or more in volume that exceed a standard penetration resistance of 100 blows/2 inches when tested by a geotechnical testing agency, according to ASTM D 1586.

I. Structures: Buildings, footings, foundations, retaining walls, slabs, tanks, curbs, mechanical and electrical appurtenances, or other man-made stationary features constructed above or below the ground surface.

J. Subbase Course: Aggregate layer placed between the subgrade and base course for warm-mix asphalt pavement, or aggregate layer placed between the subgrade and a cement concrete pavement or a cement concrete or warm-mix asphalt walk.

K. Subgrade: Uppermost surface of an excavation or the top surface of a fill or backfill immediately below subbase, drainage fill, drainage course, or topsoil materials.

L. Utilities: On-site underground pipes, conduits, ducts, and cables, as well as underground services within buildings.

1.05 ACTION SUBMITTALS

A. Product Data: For each type of the following manufactured products required:

1. Controlled low-strength material, including design mixture.

2. Warning tapes.

B. Samples for Verification: For the following products, in sizes indicated below:

1. Warning Tape: 12 inches (304.8 mm) long; of each color.

1.06 INFORMATIONAL SUBMITTALS

A. Qualification Data: For qualified testing agency.

B. Material Test Reports: For each on-site and borrow soil material proposed for fill and backfill as follows:

1. Classification according to ASTM D2487.

2. Laboratory compaction curve according to ASTM D1557.

C. Pre-excavation Photographs or Videotape: Show existing conditions of adjoining construction and site improvements, including finish surfaces, that might be misconstrued as damage caused by earth moving operations. Submit before earth moving begins.

1.07 QUALITY ASSURANCE

A. Geotechnical Testing Agency Qualifications: Qualified according to ASTM E329 and ASTM

D3740 for testing indicated.

B. Pre-Excavation Conference: Conduct conference at Project site.

SA-GL-2025-001 CT-312000 - 3 Earth Moving

1.08 PROJECT CONDITIONS

A. Traffic: Minimize interference with adjoining roads, streets, walks, and other adjacent occupied or used facilities during earth moving operations.

1. Do not close or obstruct streets, walks, or other adjacent occupied or used facilities without permission from Owner and authorities having jurisdiction.

2. Provide alternate routes around closed or obstructed traffic ways if required by Owner or authorities having jurisdiction.

B. Utility Locator Service: Notify utility locator service for area where Project is located before beginning earth moving operations.

C. The following practices are prohibited within protection zones:

1. Storage of construction materials, debris, or excavated material.

2. Parking vehicles or equipment.

3. Foot traffic.

4. Erection of sheds or structures.

5. Impoundment of water.

6. Excavation or other digging unless otherwise indicated.

7. Attachment of signs to or wrapping materials around trees or plants unless otherwise indicated.

D. Do not direct vehicle or equipment exhaust towards protection zones.

E. Prohibit heat sources, flames, ignition sources, and smoking within or near protection zones.

PART 2 PRODUCTS

2.01 SOIL MATERIALS

A. General: Provide borrow soil materials when sufficient satisfactory soil materials are not available from excavations.

B. Satisfactory Soils: Soil Classification Groups GW, GP, GM, SW, SP, and SM according to ASTM D2487, Groups A-1, A-2-4, A-2-5, and A-3 according to AASHTO M 145, or a combination of these groups; free of rock or gravel larger than 3 inches (76.2 mm) in any dimension, debris, waste, frozen materials, vegetation, and other deleterious matter.

C. Unsatisfactory Soils: Soil Classification Groups GC, SC, CL, ML, OL, CH, MH, OH, and PT according to ASTM D2487, Groups A-2-6, A-2-7, A-4, A-5, A-6, and A-7 according to AASHTO M 145, or a combination of these groups.

1. Unsatisfactory soils also include satisfactory soils not maintained within 2 percent of optimum moisture content at time of compaction.

D. Subbase Course (Crusher Run): Materials shall consist solely of approved blast furnace slag or stone which is the product of crushing ledge rock NYSDOT Type 2.

1. Materials shall be well graded from course to fine and free from organic or other deleterious materials, conforming to the following gradation requirements:

TYPE SIEVE PERCENT PASSING

2"

1/4"

No. 40

No. 200

25-60

5-40

0-10

SA-GL-2025-001 CT-312000 - 4 Earth Moving

2. Magnesium Sulfate soundness loss after 4 cycles shall be less than 20 percent for Type 4.

3. Plasticity Index of material passing No. 40 sieve shall not exceed 5.0.

4. Not more than 30 percent, by weight, of the particles retained on a 1/2" inch sieve shall consist of flat or elongated particles. A flat or elongated particle is defined as one which has its greatest dimension more than 3 times its least dimension.

5. All material shall meet the specified gradation prior to placement. All processing shall be completed at the source.

E. Item B-12: Equal blend of No. 1 and No. 2 crushed stone that complies with material requirements of NYSDOT Article 703-02, crushed stone only.

TYPE SIEVE PERCENT PASSING

B-12

1-1/2"

1"

1/2"

1/4"

95-100

45-60

0-15

F. Bedding and Backfill Courses: Refer to Section 312333 “Trenching and Backfilling” for utility bedding specifications.

G. Sand: ASTM C 33; fine aggregate.

2.02 ACCESSORIES

A. Detectable Warning Tape: Acid- and alkali-resistant, polyethylene film warning tape manufactured for marking and identifying underground utilities, a minimum of 6 inches (152.4

mm) wide and 4 mils (0.1016 mm) thick, continuously inscribed with a description of the utility, with metallic core encased in a protective jacket for corrosion protection, detectable by metal detector when tape is buried up to 30 inches (762 mm) deep; colored as follows:

1. Blue: Water systems.

PART 3 EXECUTION

3.01 PREPARATION

A. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by settlement, lateral movement, undermining, washout, and other hazards created by earth moving operations.

B. Protect and maintain erosion and sedimentation controls during earth moving operations.

C. Protect subgrades and foundation soils from freezing temperatures and frost. Remove temporary protection before placing subsequent materials.

3.02 DEWATERING

A. Prevent surface water and ground water from entering excavations, from ponding on prepared subgrades, and from flooding Project site and surrounding area.

B. Protect subgrades from softening, undermining, washout, and damage by rain or water accumulation.

1. Reroute surface water runoff away from excavated areas. Do not allow water to accumulate in excavations. Do not use excavated trenches as temporary drainage ditches.

C. All dewatering shall be performed in accordance with Specifcation 312319.

SA-GL-2025-001 CT-312000 - 5 Earth Moving

3.03 EXCAVATION, GENERAL

A. Unclassified Excavation: Excavate to subgrade elevations regardless of the character of surface and subsurface conditions encountered. Unclassified excavated materials may include rock, soil materials, and obstructions. No changes in the Contract Sum or the Contract Time will be authorized for rock excavation or removal of obstructions.

1. If excavated materials intended for fill and backfill include unsatisfactory soil materials and rock, replace with satisfactory soil materials.

2. Remove rock to lines and grades indicated to permit installation of permanent construction without exceeding the following dimensions:

a. 24 inches (609.6 mm) outside of concrete forms other than at footings.

b. 12 inches (304.8 mm) outside of concrete forms at footings.

c. 6 inches (152.4 mm) outside of minimum required dimensions of concrete cast against grade.

d. Outside dimensions of concrete walls indicated to be cast against rock without forms or exterior waterproofing treatments.

e. 6 inches (152.4 mm) beneath bottom of concrete slabs-on-grade.

f. 6 inches (152.4 mm) beneath pipe in trenches, and the greater of 24 inches (609.6

mm) wider than pipe or 42 inches (1066.8 mm) wide.

3.04 EXCAVATION FOR UTILITY TRENCHES

A. Excavate utility trenches according to the requirements in Section 312333 “Trenching and Backfilling.”

3.05 SUBGRADE INSPECTION

A. Notify Engineer when excavations have reached required subgrade.

B. If Engineer determines that unsatisfactory soil is present, continue excavation and replace with compacted backfill or fill material as directed.

C. Proof-roll subgrade below the culvert with a pneumatic-tired and loaded 10-wheel, tandem-axle dump truck weighing not less than 15 tons to identify soft pockets and areas of excess yielding.

Do not proof-roll wet or saturated subgrades.

1. Completely proof-roll subgrade in one direction, repeating proof-rolling in direction perpendicular to first direction. Limit vehicle speed to 3 mph.

2. Excavate soft spots, unsatisfactory soils, and areas of excessive pumping or rutting, as determined by Engineer, and replace with compacted backfill or fill as directed.

D. Authorized additional excavation and replacement material will be paid for according to

Contract provisions for changes in the Work.

E. Reconstruct subgrades damaged by freezing temperatures, frost, rain, accumulated water, or construction activities, as directed by Engineer, without additional compensation.

3.06 UNAUTHORIZED EXCAVATION

A. Fill unauthorized excavation under foundations or wall footings by extending bottom elevation of concrete foundation or footing to excavation bottom, without altering top elevation. Lean concrete fill, with 28-day compressive strength of 2500 psi (17236.90 kPa), may be used when approved by Engineer.

1. Fill unauthorized excavations under other construction, pipe, or conduit as directed by

Engineer.

3.07 STORAGE OF SOIL MATERIALS

A. Stockpile borrow soil materials and excavated satisfactory soil materials without intermixing.

Place, grade, and shape stockpiles to drain surface water. Cover to prevent windblown dust.

SA-GL-2025-001 CT-312000 - 6 Earth Moving

1. Stockpile soil materials away from edge of excavations. Do not store within drip line of remaining trees.

3.08 BACKFILL

A. Place and compact backfill in excavations promptly, but not before completing the following:

1. Construction below finish grade including, where applicable, subdrainage, dampproofing, waterproofing, and perimeter insulation.

2. Surveying locations of underground utilities for Record Documents.

3. Testing and inspecting underground utilities.

4. Removing concrete formwork.

5. Removing trash and debris.

6. Removing temporary shoring and bracing, and sheeting.

7. Installing permanent or temporary horizontal bracing on horizontally supported walls.

B. Place backfill on subgrades free of mud, frost, snow, or ice.

3.09 UTILITY TRENCH BACKFILL

A. Place backfill according to the requirements of Section 312333 “Trenching and Backfilling.”

B. Backfill voids with satisfactory soil while removing shoring and bracing.

C. Install warning tape directly above utilities, 12 inches (304.8 mm) below finished grade, except

6 inches (152.4 mm) below subgrade under pavements and slabs.

3.10 SOIL FILL

A. Plow, scarify, bench, or break up sloped surfaces steeper than 1 vertical to 4 horizontal so fill material will bond with existing material.

B. Place and compact fill material in layers to required elevations as follows:

1. Under grass and planted areas, use satisfactory soil material.

2. Under footings and foundations, use engineered fill.

3. Under buried utility structures, use engineered fill.

4. Under water storage tank floor, use clean sand.

C. Place soil fill on subgrades free of mud, frost, snow, or ice.

3.11 SOIL MOISTURE CONTROL

A. Uniformly moisten or aerate subgrade and each subsequent fill or backfill soil layer before compaction to within 2 percent of optimum moisture content.

1. Do not place backfill or fill soil material on surfaces that are muddy, frozen, or contain frost or ice.

2. Remove and replace, or scarify and air dry, otherwise satisfactory soil material that exceeds optimum moisture content by 2 percent and is too wet to compact to specified dry unit weight.

3.12 COMPACTION OF SOIL BACKFILLS AND FILLS

A. Place backfill and fill soil materials in layers not more than 9 inches (228.6 mm) in loose depth for material compacted by heavy compaction equipment, and not more than 4 inches (101.6

mm) in loose depth for material compacted by hand-operated tampers.

B. Place backfill and fill soil materials evenly on all sides of structures to required elevations, and uniformly along the full length of each structure.

C. Compact soil materials to not less than the following percentages of maximum dry unit weight according to ASTM D1557:

SA-GL-2025-001 CT-312000 - 7 Earth Moving

1. Under structures, building slabs, steps, and pavements, scarify and recompact top 12 inches (304.8 mm) of existing subgrade and each layer of backfill or fill soil material at 95 percent.

2. Under turf or unpaved areas, scarify and recompact top 6 inches (152.4 mm) below subgrade and compact each layer of backfill or fill soil material at 85 percent.

3.13 GRADING

A. General: Uniformly grade areas to a smooth surface, free of irregular surface changes. Comply with compaction requirements and grade to cross sections, lines, and elevations indicated.

1. Provide a smooth transition between adjacent existing grades and new grades.

2. Cut out soft spots, fill low spots, and trim high spots to comply with required surface tolerances.

B. Site Rough Grading: Slope grades to direct water away from buildings and to prevent ponding.

Finish subgrades to required elevations within the following tolerances:

1. Turf or Unpaved Areas: Plus or minus 1 inch (25.4 mm).

2. Walks: Plus or minus 1 inch (25.4 mm).

3. Pavements: Plus or minus 1/2 inch (12.7 mm).

C. Proposed Grading: Comply with all proposed grading as shown on plans.

3.14 SUBBASE COURSES UNDER CONCRETE FOUNDATIONS

A. Place subbase course and base course on subgrades free of mud, frost, snow, or ice.

B. On prepared subgrade, place subbase course and base course under pavements and walks as follows:

1. Install separation geotextile on prepared subgrade according to manufacturer's written instructions, overlapping sides and ends.

2. Place subbase course and base course 6 inches (152.4 mm) or less in compacted thickness in a single layer.

3. Place subbase course and base course that exceeds 6 inches (152.4 mm) in compacted thickness in layers of equal thickness, with no compacted layer more than 6 inches thick or less than 3 inches (76.2 mm) thick.

4. Compact subbase course and base course at optimum moisture content to required grades, lines, cross sections, and thickness to not less than 95 percent of maximum dry unit weight according to ASTM D1557.

3.15 FIELD QUALITY CONTROL

A. Special Inspections: The Owner will engage a qualified construction inspector to perform the following inspections:

1. Determine prior to placement of fill that site has been prepared in compliance with requirements.

2. Determine that fill material and maximum lift thickness comply with requirements.

3. Determine that in-place density testing of compacted fill is conducted at the required frequency.

B. Testing Agency: Owner will engage and pay for a qualified geotechnical engineering testing agency to perform tests.

C. Allow construction inspector and testing agency to inspect and test subgrades and each fill or backfill layer. Proceed with subsequent earth moving only after test results for previously completed work comply with requirements.

D. When testing agency reports that subgrades, fills, or backfills have not achieved degree of compaction specified, scarify and moisten or aerate, or remove and replace soil materials to

SA-GL-2025-001 CT-312000 - 8 Earth Moving depth required; recompact and retest until specified compaction is obtained. Costs for re-compaction and retesting shall be borne by the Contractor.

3.16 PROTECTION

A. Protecting Graded Areas: Protect newly graded areas from traffic, freezing, and erosion. Keep free of trash and debris.

B. Repair and reestablish grades to specified tolerances where completed or partially completed surfaces become eroded, rutted, settled, or where they lose compaction due to subsequent construction operations or weather conditions.

1. Scarify or remove and replace soil material to depth as directed by Engineer; reshape and recompact.

C. Where settling occurs before Project correction period elapses, remove finished surfacing, backfill with additional soil material, compact, and reconstruct surfacing.

1. Restore appearance, quality, and condition of finished surfacing to match adjacent work, and eliminate evidence of restoration to greatest extent possible.

3.17 DISPOSAL OF SURPLUS AND WASTE MATERIALS

A. Remove surplus satisfactory soil and waste materials, including unsatisfactory soil, trash, and debris, and legally dispose of them off Owner's property.

END OF SECTION

SA-GL-2025-001 CT-323113 - 1 Chain Link Fencing and Gates

SECTION CT-323113

CHAIN LINK FENCING AND GATES

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Posts, rails, and frames.

B. Wire fabric.

C. Barbed wire.

D. Manual gates with related hardware.

E. Accessories.

1.02 REFERENCE STANDARDS

A. ASTM A121 - Standard Specification for Metallic-Coated Carbon Steel Barbed Wire; 2022.

B. ASTM A392 - Standard Specification for Zinc-Coated Steel Chain-Link Fence Fabric; 2011a

(Reapproved 2022).

C. ASTM A1011/A1011M - Standard Specification for Steel, Sheet and Strip, Hot-Rolled, Carbon, Structural, High-Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability, and Ultra-High Strength; 2025.

D. ASTM F567 - Standard Practice for Installation of Chain-Link Fence; 2023.

E. ASTM F1043 - Standard Specification for Strength and Protective Coatings on Steel Industrial

Fence Framework; 2018 (Reapproved 2022).

F. ASTM F1083 - Standard Specification for Pipe, Steel, Hot-Dipped Zinc-Coated (Galvanized)

Welded, for Fence Structures; 2018 (Reapproved 2022).

G. CLFMI CLF-PM0610 - Product Manual; 2017.

H. FS RR-F-191/1D - Fencing, Wire and Post Metal (Chain-Link Fence Fabric); 1990.

1.03 SUBMITTALS

A. See Section 013000 - Administrative Requirements, for submittal procedures.

B. Product Data: Provide data on fabric, posts, accessories, fittings and hardware.

C. Manufacturer's Qualification Statement.

1.04 WARRANTY

A. See Section 017800 - Closeout Submittals, for additional warranty requirements.

B. Correct defective Work within a five year period after Date of Substantial Completion.

PART 2 PRODUCTS

2.01 COMPONENTS

A. Line Posts: 2.38 inch (60.45 mm) diameter.

B. Corner and Terminal Posts: 2.38 inch (60.45 mm) diameter.

C. Fabric: 2 inch (50.8 mm) diamond mesh interwoven wire, 6 gauge, 0.1920 inch (4.88 mm) thick, top selvage knuckle end closed, bottom selvage twisted tight.

D. Tension Wire: 6 gauge, 0.1920 inch (4.88 mm) thick steel, single strand.

E. Tie Wire: Aluminum alloy steel wire.

SA-GL-2025-001 CT-323113 - 2 Chain Link Fencing and Gates

2.02 MATERIALS

A. Posts, Rails, and Frame:

1. ASTM A1011/A1011M, Designation SS; hot-rolled steel strip, cold formed to pipe configuration, longitudinally welded construction, minimum yield strength of 50 ksi 50073 psi (345 MPa); zinc coating complying with ASTM F1043 and ASTM F1083.

2. Line Posts: Type I round in accordance with FS RR-F-191/1D.

3. Terminal, Corner, Rail, Brace, and Gate Posts: Type I round in accordance with FS RR-F-

191/1D.

4. Comply with CLFMI CLF-PM0610.

B. Wire Fabric:

1. ASTM A392 zinc coated steel chain link fabric.

2. Comply with CLFMI CLF-PM0610.

C. Barbed Wire:

1. Zinc-coated steel, complying with ASTM A121 Type Z Coating Class 1; 3 strands of

0.148 inch (3.76 mm) diameter wire, with 4-pointed barbs at 4 inches (101.6 mm) on center.

2.03 MANUAL GATES AND RELATED HARDWARE

A. Hardware for Single Swinging Gates: 180 degree hinges, 2 for gates up to 60 inches (1524 mm) high, 3 for taller gates; fork latch with gravity drop and padlock hasp; keeper to hold gate in fully open position.

2.04 ACCESSORIES

A. Caps: Cast steel galvanized; sized to post diameter, set screw retainer.

B. Fittings: Sleeves, bands, clips, rail ends, tension bars, fasteners and fittings; steel.

C. Extension Arms: Cast steel galvanized, to accommodate 3 strands of barbed wire, single arm, vertical.

PART 3 EXECUTION

3.01 INSTALLATION

A. Install framework, fabric, accessories and gates in accordance with ASTM F567.

B. Place fabric on outside of posts and rails.

SA-GL-2025-001 CT-330563 - 1

Precast Concrete Vaults And

Chambers

SECTION CT-330563

PRECAST CONCRETE VAULTS AND CHAMBERS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Steel reinforced precast square and rectangular concrete structures B. Pipe to manhole / structure connections C. Frames and covers

1.02 RELATED REQUIREMENTS:

A. Section 312000 “Earth Moving”.

B. Section 330500 - Common Work Results For Utilities: for Utilities” for installation of buried piping.

1.03 REFERENCE STANDARDS

A. AASHTO M306 - Standard Specification for Drainage, Sewer, Utility, and Related Castings;

2023.

B. ASTM A48/A48M - Standard Specification for Gray Iron Castings; 2022.

C. ASTM D4101 - Standard Classification System and Basis for Specification for Polypropylene

Injection and Extrusion Materials; 2024.

1.04 ACTION SUBMITTALS

A. Environmental Product Declarations: Provide current Environmental Product Declarations (EPDs), that include the amount of embodied carbon in each concrete mix submitted for use on the project.

1. Acceptable EPDs are non-expired, Product-specific, Facility or Plant-specific, or Supply

Chain-specific Type III (Third-Party Reviewed), in adherence with ISO 14025 Environmental labels and declarations, ISO 14044 Environmental management – Life cycle assessment, and ISO 21930 Core rules for environmental product declarations of construction products and services.

2. Provide the EPD Material Tracking Form containing the total anticipated quantity/volume/weight (matching the units used in the EPDs) of each product being incorporated into the project.

a. With each application for payment, provide an updated EPD Material Tracking Form and copies of delivery tickets for each product incorporated into the project for the period covered by the payment application.

B. Clean Concrete Certification or Exemption: Certify that all concrete mixes utilized on the project have a Global Warming Potential (GWP) below the maximum limit (See Section 01 81 13.01, Article 2.2. Global Warming Potential Limits) or obtain an exemption from OPRHP.

1. Provide the Clean Concrete Certification and Exemption Form containing a list of all concrete mixes incorporated into the project. Indicate whether a mix meets the minimum standards set forth in the NYS Buy Clean Concrete Guidelines, which include an acceptable EPD with a GWP below the maximum limit. If a mix does not meet the minimum standards, describe a reason for the exemption request and any methods that will be used to reduce concrete GWP on the project.

a. For each concrete mix listed, attach an acceptable EPD or, if an acceptable EPD is not available, provide details of the mix composition.

C. Shop Drawings: Show fabrication details and connections to adjacent work.

SA-GL-2025-001 CT-330563 - 2

Precast Concrete Vaults And

Chambers

D. Product Data: Manufacturer’s catalog cuts, specifications, and installation instructions.

PART 2 PRODUCTS

2.01 PRECAST CONCRETE STRUCTURE

A. Steel Reinforced Precast Square and Rectangular Concrete Structures:

1. Riser Sections: ASTM C890.

2. Keyed Joints:

a. Joint Sealant: Butyl joint sealant

3. Load Rating: AASHTO HS-20 with 30% impact and 130 pcf equivalent soil pressure.

4. Concrete for Precast Units: Air content 6% by volume with an allowable tolerance of plus or minus 1.5%. Minimum compressive strength of 4000 psi (27579.04 kPa) after 28 days.

B. Cast-in-Place Concrete for Vault Floor:

1. Normal weight, air entrained concrete with a minimum compressive strength of 4000 psi (27579.04 kPa) after 28 days.

2. Design Air Content: 6% by volume plus or minus 1.5%.

3. Cement: Minimum 610 pcy.

4. Slump: Between 2 and 3 inches (76.2 mm).

C. Coal Tar Epoxy Coating:

1. All precast structures shall be waterproofed on the outside with 2 coats of a two component, polyamide cured, 68% solids by volume coating.

a. Acceptable Coating: Hi-Mil Sher-Tar B6940 by The Sherwin-Williams Company.

D. Steps

1. Copolymer Polypropylene per ASTM D4101.

2.02 PIPE TO MANHOLE / STRUCTURE CONNECTIONS

A. A flexible pipe to manhole connector shall be used whenever a pipe penetrates through a precast concrete manhole or structure.

B. The design of the connector shall provide a flexible, watertight seal between the pipe and concrete structure.

C. Water tight seals for pipe connections shall be as manufactured by Trelleborg, Kor-N-Seal

Series, GPT Industries, Link-Seal Series, or approved equal.

2.03 FRAME AND COVER

A. Design of each shall be the same throughout the project unless otherwise specified or indicated on the drawings.

B. Units shall meet AASHTO H20 wheel loading requirements. Manufacture, workmanship and certified proof-load tests shall conform toAASHTO M306.

C. Material:

1. Cast iron: ASTM A48/A48M, Class 30B or 35B.

2. Delivered to Site free of any coatings, unless otherwise specified.

D. Frames:

1. Round with a 30 inch (762 mm) clear opening.

E. Covers:

1. Round 30 inch (762 mm) diameter.

2. Solid lid, top surface checkered and provided with suitable concealed lifting notches, and lettering cast into cover to indicate type of structure.

SA-GL-2025-001 CT-330563 - 3

Precast Concrete Vaults And

Chambers

F. Acceptable Manhole Frames and Covers: Pattern R-1557-A with platen cover by Neenah Foundry Company, P. O. Box 729, Neenah, WI 54957, (414) 729-3661.

PART 3 EXECUTION

3.01 PREPARATION

A. Pipe Penetrations in Precast Concrete Risers: Provide openings and install pipe connectors in strict accordance with the recommendation of the connector manufacturer.

3.02 INSTALLATION

A. Position structures on a compacted 12 inch (304.8 mm) leveling bed of crushed stone.

B. Seal joints between precast riser sections with butyl rope sealant. Fill voids on interior and exterior of joints with non-shrink grout.

C. Make piping connections to structures using water tight seals. Provide openings and install pipe connectors in strict accordance with the recommendation of the connector manufacturer. Fill annular space between seal and structure with non-shrink grout.

D. Structures upon completion shall be watertight.

E. Paint exterior concrete surfaces of structure, with two coats of coal tar epoxy applied at 8 to 12 mil (0.3048 mm) DFT per coat.

Grafton Lakes State Park Beach Area Site Improvements

SA-GL-2025-001 018113.01-1 ENVIRONMENTAL PRODUCT

DECLARATION (EPD) REQUIREMENTS

SECTION 01 81 13.01

ENVIRONMENTAL PRODUCT DECLARATION (EPD) REQUIREMENTS

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes general requirements and procedures for compliance with requirements of Executive Order No. 22 to reduce the embodied carbon in all new construction or construction projects consisting of adaptive reuse or significant renovations costing over $1 million and using the minimum quantities of certain materials set forth below.

1. Bidders shall be required to submit Environmental Product Declarations (EPDs) when available, that include the amount of embodied carbon in given building materials, along with the quantities of these materials used in the construction project. See Article 2.1 Covered Construction Materials.

2. Specific requirements are also included in other Sections.

B. Section includes general requirements and procedures for compliance with requirements of section 136-d (“SFL § 136-d”) of the State Finance Law and the NYS Buy Clean Concrete Guidelines to procure low embodied carbon concrete that has a Global Warming Potential (“GWP”) value below the maximum GWP limits. See Article 2.2 Global Warming Potential Limits for Concrete.

1. Bidders shall be required to certify that all procured concrete mixes meet the minimum standards set forth in the NYS Buy Clean Concrete Guidelines, which include submission of an acceptable EPD with a GWP lower than the maximum limit. If one or more concrete mix does not meet the minimum standards, bidders shall be required to obtain an exemption from OPRHP.

1.3 REFERENCE STANDARDS

A. General: Comply with the applicable provisions of the referenced standards except as modified by governing codes and the Contract Documents. Where a recommendation or suggestion occurs in the referenced standards, such recommendation or suggestion shall be considered mandatory. In the event of conflict of referenced standards and this specification or within the standards themselves, the more stringent standard or requirement shall govern.

1.4 ACTION SUBMITTALS

A. General: Submit additional submittals required by other Specification Sections.

B. Environmental Product Declaration (EPD) submittals are in addition to other submittals.

SA-GL-2025-001 018113.01-2 ENVIRONMENTAL PRODUCT

DECLARATION (EPD) REQUIREMENTS

1. If submitted item is identical to that submitted to comply with other requirements, include an additional copy with other submittal as a record copy of compliance with indicated EPD requirements. Mark additional copy "EPD submittal."

2. Submit EPD submittals along with and at the same time as other associated submittals. Review of any specific submittal that must contain EPD information shall not be considered complete until the EPD aspects have been approved.

3. Submit the EPD Material Tracking Form with material quantities and delivery receipts with the Application for Payment in which these materials are being requisitioned.

C. EPD Documentation Submittals: If available, provide current EPDs and material quantities, that include the amount of embodied carbon in each product.

1. Acceptable EPDs are non-expired, Product-specific, Facility or Plant specific, or Supply Chain-specific Type III (Third-Party Reviewed), in adherence with ISO 14025 Environmental labels and declarations, ISO 14044 Environmental management – Life cycle assessment, and ISO 21930 Core rules for environmental product declarations of construction products and services.

2. In the EPD Material Tracking Form, provide the actual quantity/volume/weight of each Covered Construction Material incorporated into this project, whether or not an EPD exists for that particular material/product.

3. If an EPD cannot be provided, provide a statement of the contractor's good faith effort to obtain the

EPD.

D. Clean Concrete Submittals: Certify that all concrete mixes utilized on the project have a Global Warming Potential (GWP) below the maximum GWP limit (See Products Section – Global Warming Potential Limits) or obtain an exemption from OPRHP.

1. Provide the Clean Concrete Certification and Exemption Form containing a list of all concrete mixes incorporated into the project. Indicate whether a mix meets the minimum standards set forth in the NYS Buy Clean Concrete Guidelines, which include an acceptable EPD with a GWP below the maximum GWP limit. If a mix does not meet the minimum standards, describe a reason for the exemption request and any methods that will be used to reduce concrete GWP on the project. For each concrete mix listed, attach an acceptable EPD or, if an acceptable EPD is not available, provide details of the mix composition.

1.5 INFORMATIONAL SUBMITTALS

A. Project Materials Quantity Data: In the EPD Material Tracking Form, provide statement indicating total quantity of each Covered Construction Material used for Project.

B. EPD Action Plan: Provide preliminary submittals within 30 days of date established for the Notice to Proceed, indicating how the EPD reporting requirements will be met:

1. Provide list of Covered Construction Materials and estimated quantities of each, whether or not an EPD exists for that particular material/product.

C. EPD Progress Reports: Concurrent with each Application for Payment, Contractors shall provide an EPD Material Tracking Form and copies of delivery tickets for each Covered Construction Materials used in the Project to date, whether or not an EPD exists for that particular material/product.

SA-GL-2025-001 018113.01-3 ENVIRONMENTAL PRODUCT

DECLARATION (EPD) REQUIREMENTS

PART 2 - PRODUCTS

2.1 COVERED CONSTRUCTION MATERIALS

Material Minimum Quantity Concrete mixes 50 cubic yards or more Asphalt mixes 16,854 pounds (or 10 cubic yards) or more Steel – Rebar 20,000 pounds or more Steel – Hollow Structural Sections 5,000 pounds or more Steel – Fabricated Steel Plate 5,000 pounds or more Steel – Hot-Rolled Sections 5,000 pounds or more Steel – Cold-Formed and Galvanized 5,000 pounds or more Glass – Flat Glass 2,000 square feet or more Glass – Processed Glass 2,000 square feet or more Glass – Insulated Glazing Units 2,000 square feet or more

2.2 GLOBAL WARMING POTENTIAL LIMITS FOR CONCRETE

A. The Global Warming Potential (GWP) of standard ready-mix concrete mixes shall meet the maximum limits outlined in in the table below. GWP of each mix will be verified through the submission of an EPD.

Maximum Global Warming Potential (GWP) Limits for Low Embodied Carbon Concrete

Specified compressive strength

(f'c in PSI)

Maximum Global Warming Potential Limits for Low Embodied

Carbon Concrete

(kilograms of carbon dioxide equivalent per cubic yard - CO2e kg/y3)

0 - 2500 275 2501 - 3000 302 3001 - 4000 360 4001 - 5000 434 5001 - 6000 458 6001 - 8000 541

8000+ N/A

B. The maximum GWP limits are not applicable to quick cure concrete, concrete designed to cure to its design strength quicker than the standard 28 days.

PART 3 – EXECUTION (Not Used)

END OF SECTION 01 81 13.01

SA-GL-2025-001 033000 - 1 CAST IN PLACE CONCRETE

SECTION 03300

CAST-IN-PLACE CONCRETE

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section specifies cast-in place concrete, including formwork, reinforcement, concrete materials, mixture design, placement procedures, and finishes, for the following:

1. Footings.

2. Concrete Stair

B. Related Sections include the following:

1. Division 31 Section "Earth Moving" for drainage fill under slabs-on-grade.

2. Division 32 Section "Concrete Paving" for concrete pavement and walks.

1.3 DEFINITIONS

A. Cementitious Materials: Portland cement alone or in combination with one or more of the following: blended hydraulic cement, fly ash and other pozzolans, ground granulated blast-furnace slag, and silica fume; subject to compliance with requirements.

1.4 SUBMITTALS

A. Environmental Product Declarations: Provide current Environmental Product Declarations (EPDs), that include the amount of embodied carbon in each concrete mix submitted for use on the project.

1. Acceptable EPDs are non-expired, Product-specific, Facility or Plant-specific, or Supply

Chain-specific Type III (Third-Party Reviewed), in adherence with ISO 14025 Environmental labels and declarations, ISO 14044 Environmental management – Life cycle assessment, and ISO 21930 Core rules for environmental product declarations of construction products and services.

2. Provide the EPD Material Tracking Form containing the total anticipated quantity/volume/weight (matching the units used in the EPDs) of each product being incorporated into the project.

3. With each application for payment, provide an updated EPD Material Tracking Form and copies of delivery tickets for each product incorporated into the project for the period covered by the payment application.

SA-GL-2025-001 033000 - 2 CAST IN PLACE CONCRETE

B. Clean Concrete Certification or Exemption: Certify that all concrete mixes utilized on the project have a Global Warming Potential (GWP) below the maximum limit (See Section 01 81 13.01, Article 2.2. Global Warming Potential Limits) or obtain an exemption from OPRHP.

1. Provide the Clean Concrete Certification and Exemption Form containing a list of all concrete mixes incorporated into the project. Indicate whether a mix meets the minimum standards set forth in the NYS Buy Clean Concrete Guidelines, which include an acceptable EPD with a GWP below the maximum limit. If a mix does not meet the minimum standards, describe a reason for the exemption request and any methods that will be used to reduce concrete GWP on the project.

a. For each concrete mix listed, attach an acceptable EPD or, if an acceptable EPD is not available, provide details of the mix composition.

C. Product Data: For each type of product indicated.

D. Design Mixtures: For each concrete mixture. Submit alternate design mixtures when characteristics of materials, Project conditions, weather, test results, or other circumstances warrant adjustments.

1. Indicate amounts of mixing water to be withheld for later addition at Project site.

E. Qualification Data: For Installer

F. Material Test Reports: For the following, from a qualified testing agency, indicating compliance with requirements:

1. Aggregates. Include service record data indicating absence of deleterious expansion of concrete due to alkali aggregate reactivity.

G. Material Certificates: For each of the following, signed by manufacturers:

1. Cementitious materials.

2. Admixtures.

3. Fiber reinforcement.

4. Curing compounds.

5. Joint-filler strips.

H. Floor surface flatness and levelness measurements to determine compliance with specified tolerances.

I. Field quality-control test and inspection reports.

J. Minutes of preinstallation conference.

1.5 QUALITY ASSURANCE

A. Installer Qualifications: A qualified installer who employs on Project personnel qualified as ACI-certified Flatwork Technician and Finisher and a supervisor who is an ACI-certified Concrete Flatwork Technician.

SA-GL-2025-001 033000 - 3 CAST IN PLACE CONCRETE

B. Manufacturer Qualifications: A firm experienced in manufacturing ready-mixed concrete products and that complies with ASTM C 94/C 94M requirements for production facilities and equipment.

1. Manufacturer certified according to NRMCA's "Certification of Ready Mixed Concrete Production Facilities."

C. Testing Agency Qualifications: An independent agency, acceptable to authorities having jurisdiction, qualified according to ASTM C 1077 and ASTM E 329 for testing indicated, as documented according to ASTM E 548.

1. Personnel conducting field tests shall be qualified as ACI Concrete Field Testing Technician, Grade 1, according to ACI CP-01 or an equivalent certification program.

2. Personnel performing laboratory tests shall be ACI-certified Concrete Strength Testing Technician and Concrete Laboratory Testing Technician - Grade I. Testing Agency laboratory supervisor shall be an ACI-certified Concrete Laboratory Testing Technician - Grade II.

D. Source Limitations: Obtain each type or class of cementitious material of the same brand from the same manufacturer's plant, obtain aggregate from one source, and obtain admixtures through one source from a single manufacturer.

E. ACI Publications: Comply with the following unless modified by requirements in the Contract Documents:

1. ACI 301, "Specification for Structural Concrete," Sections 1 through 5 and Section 7.

2. ACI 117, "Specifications for Tolerances for Concrete Construction and Materials."

F. Concrete Testing Service: Engage a qualified independent testing agency to perform material evaluation tests.

G. Preinstallation Conference: Conduct conference at Project site to comply with requirements in Division 01 Section "Project Management and Coordination."

1. Before submitting design mixtures, review concrete design mixture and examine procedures for ensuring quality of concrete materials. Require representatives of each entity directly concerned with cast-in-place concrete to attend, including the following:

a. Contractor's superintendent.

b. Independent testing agency responsible for concrete material evaluation tests.

c. Ready-mix concrete manufacturer.

d. Concrete subcontractor.

2. Review special inspection and testing and inspecting agency procedures for field quality control, concrete finishes and finishing, cold- and hot-weather concreting procedures, curing procedures, construction contraction and isolation joints, and joint-filler strips, semirigid joint fillers, forms and form removal limitations, shoring and reshoring procedures, steel reinforcement installation, concrete repair procedures, and concrete protection.

SA-GL-2025-001 033000 - 4 CAST IN PLACE CONCRETE

1.6 DELIVERY, STORAGE, AND HANDLING

A. Steel Reinforcement: Deliver, store, and handle steel reinforcement to prevent bending and damage. Avoid damaging coatings on steel reinforcement.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. In other Part 2 articles where titles below introduce lists, the following requirements apply to product selection:

1. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, products specified.

2. Products: Subject to compliance with requirements, provide one of the products specified.

3. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, manufacturers specified.

4. Manufacturers: Subject to compliance with requirements, provide products by one of the manufacturers specified.

2.2 FORM-FACING MATERIALS

A. Smooth-Formed Finished Concrete: Form-facing panels that will provide continuous, true, and smooth concrete surfaces. Furnish in largest practicable sizes to minimize number of joints.

1. Exterior-grade plywood panels, suitable for concrete forms, complying with DOC PS 1, and as follows:

a. High-density overlay, Class 1 or better.

b. Medium-density overlay, Class 1 or better; mill-release agent treated and edge sealed.

c. Structural 1, B-B or better; mill oiled and edge sealed.

d. B-B (Concrete Form), Class 1 or better; mill oiled and edge sealed.

B. Rough-Formed Finished Concrete: Plywood, lumber, metal, or another approved material.

Provide lumber dressed on at least two edges and one side for tight fit.

C. Forms for Cylindrical Columns, Pedestals, and Supports: Metal, glass-fiber-reinforced plastic, paper, or fiber tubes that will produce surfaces with gradual or abrupt irregularities not exceeding specified formwork surface class. Provide units with sufficient wall thickness to resist plastic concrete loads without detrimental deformation.

D. Chamfer Strips: Wood, metal, PVC, or rubber strips, 3/4 by 3/4 inch (19 by 19 mm), minimum.

E. Rustication Strips: Wood, metal, PVC, or rubber strips, kerfed for ease of form removal.

SA-GL-2025-001 033000 - 5 CAST IN PLACE CONCRETE

F. Form-Release Agent: Commercially formulated form-release agent that will not bond with, stain, or adversely affect concrete surfaces and will not impair subsequent treatments of concrete surfaces.

1. Formulate form-release agent with rust inhibitor for steel form-facing materials.

G. Form Ties: Factory-fabricated, removable or snap-off metal or glass-fiber-reinforced plastic form ties designed to resist lateral pressure of fresh concrete on forms and to prevent spalling of concrete on removal.

1. Furnish units that will leave no corrodible metal closer than 1 inch (25 mm) to the plane of exposed concrete surface.

2. Furnish ties that, when removed, will leave holes no larger than 1 inch (25 mm) in diameter in concrete surface.

H. Furnish ties with integral water-barrier plates to walls indicated to receive dampproofing or waterproofing.

2.3 STEEL REINFORCEMENT

A. Plain-Steel Welded Wire Reinforcement: ASTM A 185, plain, fabricated from as-drawn steel wire into flat sheets.

2.4 CONCRETE MATERIALS

A. Cementitious Material: Use the following cementitious materials, of the same type, brand, and source, throughout Project:

1. Portland Cement: ASTM C 150, Type I, white. Supplement with the following:

a. Fly Ash: ASTM C 618, Class C.

b. Ground Granulated Blast-Furnace Slag: ASTM C 989, Grade 100 or 120.

B. Silica Fume: ASTM C…