october 22, 2020 putnam repair facility and ......tyco fire protection products. 9 fire...

0115-0121 ADDENDUM NO.3

OCTOBER 22, 2020

PUTNAM REPAIR FACILITY AND MAINTENANCE FACILITY

FEDERAL AID PROJECT NO. N/A

STATE PROJECT NO. 0115-0121

TOWN OF PUTNAM

ADDENDUM NO. 3

This Addendum addresses the following questions and answers contained on the “CT DOT

QUESTIONS AND ANSWERS WEBSITE FOR ADVERTISED CONSTRUCTION

PROJECTS”:

Question and Answer Nos. 55, 56, and 57.

SPECIAL PROVISIONS

REVISED SPECIAL PROVISIONS

The following Special Provisions are hereby deleted in their entirety and replaced with the

attached like-named Special Provisions:

• INDEX OF CSI-FORMATTED SPECIFICATIONS

• SECTION 104416 - FIRE EXTINGUISHERS

• SECTION 302000 – GENERAL SITE WORK

The Bid Proposal Form is not affected by these changes.

There will be no change in the number of calendar days due to this Addendum.

The foregoing is hereby made a part of the contract.

1

INDEX OF CSI-FORMATTED SPECIFICATIONS

AND CORRESPONDING ITEM NUMBER FOR

CONSTRUCTION OF A REPAIR FACILITY AND MAINTENANCE FACILITY

PUTNAM, CONNECTICUT

STATE PROJECT NO. 0115-0121

ITEM

NO.

CSI SECTION

NO. CSI SECTION NAME

DIVISION 1 - GENERAL REQUIREMENTS

0100150A 013233 PHOTOGRAPHIC DOCUMENTATION

0100150A 017000 CONSTRUCTION STAKING

DIVISION 3 - CONCRETE

0100150A 033000 CAST IN PLACE CONCRETE

DIVISION 4 - MASONRY

0100150A 042000 UNIT MASONRY

0100150A 047200 PRECAST WINDOW SILL

DIVISION 5 - METALS

0100150A 051200 STRUCTURAL STEEL FRAMING

0100150A 052100 STEEL JOIST FRAMING

0100150A 053100 STEEL DECKING

0100150A 055000 METAL FABRICATIONS

DIVISION 6 - WOOD, PLASTICS, AND COMPOSITES

0100150A 061000 ROUGH CARPENTRY

0100150A 061600 SHEATHING

0100150A 068200 FIBERGLASS REINFORCED PLASTIC PRODUCTS

DIVISION 7 - THERMAL AND MOISTURE PROTECTION

0100150A 071113 BITUMINOUS DAMPPROOFING

0100150A 071900 WATER REPELLENTS

0100150A 072100 THERMAL INSULATION


0100150A 074213 METAL WALL PANELS

0100150A 075419 POLYVINYL-CHLORIDE (PVC) ROOFING

0100150A 075420 CHECKLIST FOR ROOFING SYSTEM

0100150A 076200 SHEET METAL FLASHING AND TRIM

0100150A 077100 ROOF SPECIALTIES

0100150A 077200 ROOF ACCESSORIES

0100150A 078413 PENETRATION FIRESTOPPING

0100150A 078446 FIRE-RESISTIVE JOINT SYSTEMS

0100150A 079200 JOINT SEALANTS

0100150A 079500 EXPANSION CONTROL

DIVISION 8 - OPENINGS

0100150A 081113 HOLLOW METAL DOORS AND FRAMES

0100150A 083313 COILING COUNTER FIRE DOORS

0100150A 083323 OVERHEAD COILING DOORS

0100150A 083613 SECTIONAL DOORS

0100150A 085113 ALUMINUM WINDOWS

0100150A 085123 STEEL WINDOWS

0100150A 087100 DOOR HARDWARE

0100150A 088000 GLAZING

0100150A 089000 LOUVERS AND VENTS

DIVISION 9 - INTERIOR FINISHES

0100150A 092216 NON-STRUCTURAL METAL FRAMING

0100150A 093000 TILING

0100150A 094020 POLYACRYLATE MODIFIED TERRAZZO

0100150A 095123 ACOUSTICAL TILE CEILINGS

0100150A 096513 RESILIENT BASE AND ACCESSORIES

0100150A 096519 RESILIENT TILE FLOORING

0100150A 099113 EXTERIOR PAINTING

0100150A 099123 INTERIOR PAINTING

DIVISION 10 - SPECIALTIES

0100150A 101010 VISUAL DISPLAY SURFACES

0100150A 101400 SIGNAGE

0100150A 102113 TOILET COMPARTMENTS

0100150A 102213 STORAGE CRIBS

0100150A 102800 TOILET AND BATH ACCESSORIES


0100150A 104416 FIRE EXTINGUISHERS

0100150A 105113 METAL LOCKERS

0100150A 105700 BAY FURNISHINGS

DIVISION 11 - EQUIPMENT

0100150A 111000 VEHICLE SERVICE EQUIPMENT

0100150A 111400 VEHICLE WASHING EQUIPMENT

0100150A 113100 APPLIANCES

DIVISION 12 - FURNISHINGS

0100150A 122113 HORIZONTAL LOUVER BLINDS

0100150A 123530 CASEWORK

DIVISION 13 - SPECIAL CONSTRUCTION

0100150A 132160 INSTALLATION OF NEW FUEL FACILITY

0100150A 132180 TANK MONITORING SYSTEM

0100150A 133419 METAL BUILDING SYSTEMS

DIVISION 14 - CONVEYING EQUIPMENT

0100150A 144500 VEHICLE LIFTS

0100150A 146010 HOISTS AND CRANES

DIVISION 21 - FIRE SUPPRESSION

0100150A 210517 SLEEVES AND SLEEVE SEALS FOR FIRE-

SUPPRESSION PIPING

0100150A 211119 FIRE DEPARTMENT CONNECTIONS

0100150A 211313 WET-PIPE SPRINKLER SYSTEMS

DIVISION 22 - PLUMBING

0100150A 220516 EXPANSION FITTINGS AND LOOPS FOR PLUMBING

PIPING

0100150A 220517 SLEEVES AND SLEEVE SEALS FOR PLUMBING

PIPING


0100150A 220518 ESCUTHEONS FOR PLUMBING PIPING

0100150A 220519 METERS AND GAGES FOR PLUMBING PIPING

0100150A 220523 GENERAL DUTY VALVES FOR PLUMBING PIPING

0100150A 220529 HANGERS AND SUPPORTS FOR PLUMBING PIPING

AND EQUIPMENT

0100150A 220548 VIBRATION AND SEISMIC CONTROLS FOR

PLUMBING PIPING AND EQUIPMENT

0100150A 220553 IDENTIFICATION FOR PLUMBING PIPING AND

EQUIPMENT

0100150A 220719 PLUMBING PIPING INSULATION

0100150A 221116 DOMESTIC WATER PIPING

0100150A 221119 DOMESTIC WATER PIPING SPECIALTIES

0100150A 221123 DOMESTIC WATER PUMPS

0100150A 221316 SANITARY WASTE AND VENT PIPING

0100150A 221319 SANITARY WASTE PIPING SPECIALTIES

0100150A 221325 OIL-WATER SEPARATOR

0100150A 221413 FACILITY STORM DRAINAGE PIPING

0100150A 221423 STORM DRAINAGE PIPING SPECIALTIES

0100150A 221513 GENERAL-SERVICE COMPRESSED-AIR PIPING

0100150A 221519 GENERAL-SERVICE PACKAGED AIR

COMPRESSORS AND RECEIVERS

0100150A 223400 FUEL-FIRED DOMESTIC WATER HEATERS

0100150A 224213 COMMERCIAL WATER CLOSETS AND URINALS

0100150A 224213 COMMERCIAL LAVATORIES AND SINKS

0100150A 224223 COMMERCIAL SHOWERS

0100150A 224233 WASH FOUNTAINS

0100150A 224500 EMERGENCY PLUMBING FIXTURES

0100150A 224716 PRESSURE WATER COOLERS

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

0100150A 230516 EXPANSION FITTINGS AND LOOPS FOR HVAC

PIPING

0100150A 230517 SLEEVES AND SLEEVE SEALS FOR HVAC PIPING

0100150A 230519 METERS AND GAGES FOR HVAC PIPING

0100150A 230523 GENERAL DUTY VALVES FOR HVAC PIPING

0100150A 230529 HANGERS AND SUPPORTS FOR HVAC PIPING

AND EQUIPMENT

0100150A 230548 VIBRATION AND SEISMIC CONTROLS FOR HVAC

PIPING AND EQUIPMENT

0100150A 230553 IDENTIFICATION FOR HVAC PIPING AND


EQUIPMENT

0100150A 230593

TESTING, ADJUSTING, AND BALANCING FOR

HVAC

0100150A 230713 DUCT INSULATION

0100150A 230719 HVAC PIPING INSULATION

0100150A 230900 INSTRUMENTATION AND CONTROL FOR HVAC

0100150A 230993 SEQUENCE OF OPERATION FOR HVAC CONTROLS

0100150A 231123 FACILITY NATURAL-GAS PIPING

0100150A 232113 HYDRONIC PIPING

0100150A 232116 HYDRONIC PIPING SPECIALTIES

0100150A 232123 HYDRONIC PUMPS

0100150A 233113 METAL DUCTS

0100150A 233300 AIR DUCT ACCESSORIES

0100150A 233423 HVAC POWER VENTILATORS

0100150A 233713 DIFFUSERS, REGISTERS, AND GRILLES

0100150A 233813 COMMERCIAL-KITCHEN HOODS

0100150A 233823 INDUSTRIAL VENTILATING EQUIPMENT

0100150A 235100 BREECHINGS, CHIMNEYS, AND STACKS

0100150A 235223 CAST-IRON BOILERS

0100150A 237413 PACKAGED, OUTDOOR, CENTRAL-STATION

AIR-HANDLING UNITS

0100150A 238123 COMPUTER-ROOM AIR-CONDITIONERS

0100150A 238216 AIR COILS

0100150A 238233 CONVECTORS

0100150A 238236 FINNED-TUBE RADIATION HEATERS

0100150A 238239 UNIT HEATERS

0100150A 238316 RADIANT-HEATING HYDRONIC PIPING

DIVISION 26 - ELECTRICAL

0100150A 260501 ELECTRICAL EQUIPMENT FOR FUELING & TANKS

0100150A 260519 LOW-VOLTAGE ELECTRICAL POWER

CONDUCTORS AND CABLES

0100150A 260526 GROUNDING AND BONDING FOR ELECTRICAL

SYSTEMS

0100150A 260529 HANGERS AND SUPPORTS FOR ELECTRICAL

SYSTEMS

0100150A 260533 RACEWAYS AND BOXES FOR ELECTRICAL

SYSTEMS

0100150A 260543 UNDERGROUND DUCTS AND RACEWAYS FOR

ELECTRICAL SYSTEMS


0100150A 260544 SLEEVES AND SLEEVE SEALS FOR ELECTRICAL

RACEWAYS AND CABLING

0100150A 260548 SEISMIC CONTROLS FOR ELECTRICAL SYSTEMS

0100150A 260553 IDENTIFICATION FOR ELECTRICAL SYSTEMS

0100150A 260572 OVERCURRENT PROTECTIVE DEVICE SHORT

CIRCUIT STUDY

0100150A 260574 OVERCURRENT PROTECTIVE DEVICE ARC-FLASH

STUDY

0100150A 260923 LIGHTING CONTROL DEVICES

0100150A 262416 PANELBOARDS

0100150A 262419 MOTOR-CONTROL CENTERS

0100150A 262713 ELECTRICITY METERING

0100150A 262726 WIRING DEVICES

0100150A 262813 FUSES

0100150A 262816 ENCLOSED SWITCHES AND CIRCUIT BREAKERS

0100150A 263213 ENGINE GENERATORS

0100150A 263600 TRANSFER SWITCHES

0100150A 264113 LIGHTNING PROTECTION FOR STRUCTURES

0100150A 264313 SURGE PROTECTION FOR LOW-VOLTAGE

ELECTRICAL POWER CIRCUITS

0100150A 265119 LED INTERIOR LIGHTING

0100150A 265613 LIGHTING POLES AND STANDARDS

0100150A 265619 LED EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

0100150A

0100150A

270000

274000

PREMISES TELEPHONE WIRING

BASE STATION RADIO ANTENNA SYSTEM

0100150A 275116 PUBLIC ADDRESS SYSTEMS

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

0100150A 282300 VIDEO SURVEILLANCE

0100150A 283111 DIGITAL, ADDRESSABLE FIRE-ALARM SYSTEM

DIVISION 30 - SITE WORK

0100150A

0100150A

300000

300500

FORM 818 SITE WORK

TEMPORARY MAINTENACE WORK AREA

0100150A 302000 GENERAL SITE WORK

0100150A 304000 FENCING AND GATES


0100150A 305000 TURF ESTABLISHMENT

0100150A 307000 SANITARY/DRAINAGE


FIRE EXTINGUISHERS 104416

Project No. 0115-0121 Addendum No. 3

SECTION 104416 - FIRE EXTINGUISHERS

PART 1 - GENERAL

1.1 SUMMARY:

A. Section includes portable, hand-carried fire extinguishers and mounting brackets for fire

extinguishers.

1.2 SUBMITTALS:

A. Submit the following in accordance with Form 818 Article 1.20-1.05.02 and NOTICE

TO CONTRACTOR – SUBMITTALS.

B. Product Data: For each type of product indicated. Include rating and classification,

material descriptions, dimensions of individual components and profiles, and finishes

for fire extinguisher and mounting brackets.

1.3 QUALITY ASSURANCE:

A. NFPA Compliance: Fabricate and label fire extinguishers to comply with NFPA 10,

"Portable Fire Extinguishers."

B. Fire Extinguishers: Listed and labeled for type, rating, and classification by an

independent testing agency acceptable to authorities having jurisdiction.

1. Provide fire extinguishers approved, listed, and labeled by UL or FMG.

PART 2 - PRODUCTS

2.1 PORTABLE, HAND-CARRIED FIRE EXTINGUISHERS:

A. Fire Extinguishers: Type, size, and capacity for each mounting bracket indicated.

1. Available Manufacturers: Subject to compliance with requirements, available

manufacturers offering products that may be incorporated into the Work include,

but are not limited to, the following:

a. Amerex Corporation.

b. Kidde Residential and Commercial Division; Subsidiary of Kidde plc.

c. Potter Roemer LLC.

d. Tyco Fire Protection Products.

9



B. Multipurpose Dry-Chemical Type in Steel Container (Facility and Fuel Island): UL-

rated 4-A:80-B:C, 10-lb nominal capacity, with monoammonium phosphate-based dry

chemical in enameled-steel container.

1. Quantity of Extinguishers: 20

a. Maintenance Facility: 20

b. Repair Facility: 20

c. Maintenance Cold Storage: 3

d. Repair Cold Storage: 3

C. K-Guard Kitchen Hand Portable Extinguisher (Break Room): UL-rated 2-A:K, 1.6-gal

capacity, with ANSULEX Low pH liquid agent in steel container.

1. Quantity of Extinguishers: 1

a. Maintenance Facility: 1

b. Repair Facility: 1

2.2 MOUNTING BRACKETS:

A. Mounting Brackets: Manufacturer's standard steel, designed to secure fire extinguisher

to wall or structure, of sizes required for types and capacities of fire extinguishers

indicated, with plated or red baked-enamel finish.

1. Available Manufacturers: Subject to compliance with requirements, available

manufacturers offering products that may be incorporated into the Work include,

but are not limited to, the following:

a. Amerex Corporation.

b. Badger Fire Protection; a Kidde company.

c. Potter Roemer LLC.

B. Identification: Lettering complying with authorities having jurisdiction for letter style,

size, spacing, and location. Locate as indicated by Engineer.

1. Identify bracket-mounted fire extinguishers with the words "FIRE

EXTINGUISHER" in red letter decals applied to mounting surface.

a. Orientation: Vertical.

C. Quantity of Mounting Brackets: 20. 48

10



PART 3 - EXECUTION

3.1 EXAMINATION:

A. Examine fire extinguishers for proper charging and tagging.

1. Remove and replace damaged, defective, or undercharged fire extinguishers.

B. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 INSTALLATION:

A. General: Install fire extinguishers and mounting brackets in locations indicated and in

compliance with requirements of authorities having jurisdiction.

1. Mounting Brackets: 54 inches above finished floor to top of fire extinguisher.

B. Mounting Brackets: Fasten mounting brackets to surfaces, square and plumb, at

locations indicated.

END OF SECTION 104416

11

Last Updated: 05/29/2019

GENERAL SITE WORK 302000 - 1


SECTION 302000 – GENERAL SITE WORK

PART 1 - GENERAL

1.1 SUMMARY:

A. Section Includes:

1. Asphalt Storage Shed

2. Bollard

3. Concrete Apron

4. Concrete Pad

5. Concrete Washout Area

6. Concrete Wheel Stop

7. Controlled Low Strength Material (Flowable Fill)

8. CORS Station

9. Flagpole

10. Fuel Island Canopy

11. Furnishing, Planting and Mulching Trees, Shrubs, Vines and Ground

Cover Plants

12. No.3 Crushed Stone

13. Peastone Gravel Backfill

14. Steel Bollard

15. Storage Container

1.2 ACTION SUBMITTALS:

A. Submit the following in accordance with Form 818 Article 1.20-1.05.02 and NOTICE

TO CONTRACTOR – SUBMITTALS.

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


2. Bollard

3. Flagpole


5. Furnishing, Planting and Mulching Trees, Shrubs, Vines and Ground

Cover Plants

6. Steel Bollard

C. Shop Drawings: For each type of product indicated.


2. Concrete pad.

3. CORS Station

12




D. Working Drawings: For each type of product indicated.


PART 2 - PRODUCTS

2.1 MATERIALS:

A. ASPHALT STORAGE SHED: Storage Container Cover shall be MODEL R35 with

outside connection as manufactured by ‘SteelMaster’ or approved equal. Storage

Container Cover to be Grounded. Storage Container Cover mounting equipment and

hardware dimensions comply with manufacturer’s specifications.

B. BOLLARD:

1. Steel bollard: Schedule 80 galvanized steel pipe, 8 inch nominal size

(8.625” O.D.), conforming to the requirements of ASTM-A53.

2. Concrete: Comply with requirements of CSI Division 03, Section

033000, “Cast-in-Place Concrete”.

3. Polyethylene sleeve. Bumper (Bollard) Post Sleeve #PLS1009, as

manufactured by New Pig Corporation or approved equivalent. Sleeve

shall be yellow in color with ¼”-thick polyethylene shell.

C. CONCRETE APRON:



2. Steel Reinforcement: Comply with requirements of CSI Division 03,

Section 033000, “Cast-in-Place Concrete” Section 2.2.

3. Water Repellants: Comply with requirements of CSI Division 07,

Section 071900, “Water Repellants”.

D. CONCRETE PAD:







E. CONCRETE WASHOUT AREA: Refer to Contract Plan Sheets for requirements

related to this work.

F. CONCRETE WHEEL STOP:

13





033000, “Cast-in-Place Concrete”, amended as follows:

a. Concrete shall have a minimum 28 day compressive strength of 4000 psi.

b. Reinforcement bars shall meet the requirements of Form 818, Article M.06.01.

G. CONTROLLED LOW STRENGHT MATERIAL (FLOWABLE FILL):

1. Materials: All materials utilized in the CLSM mix design shall be in

accordance with the applicable requirements of Article M.03.01

a. Composition: The composition of the CLSM shall be in accordance with the

requirements set forth in Article M.03.01-General Composition of Concrete

Mixes, as well as the applicable sections of ACI 229R. The Contractor shall

submit each proposed mix design, with all supporting data, to the Engineer for

review and approval at least two weeks prior to its use.

b. The setting time of CLSM materials shall be designed so as to achieve the

strength necessary to comply with the time constraints called for under the

Maintenance and Protection of Traffic requirements of the project

specifications. The use of chloride accelerators is not permitted.

c. The minimum compressive strength of the CLSM material shall be 30

pounds per square inch (psi) and the maximum compressive strength of the

CLSM shall be 150 pounds per square inch (psi) when tested in accordance

with ASTM D4832 after 56 days.

d. The CLSM mix design shall utilize a nominal maximum size of No. 8

aggregate as specified in M.01.01.

e. CLSM mixes shall have a minimum of 20% entrained air when tested in

accordance with AASHTO T152.

H. CORS STATION:

1. Concrete: Shall meet the requirements of CSI Division 03, Section

033000, “Cast-in-Place Concrete”. Class F.





4. Mast Steel: ASTM A36 Grade 50.

5. Steel for Anchor Bolts and Fasteners: ASTM F1554 Galvanized.

6. Grounding and Bonding: Comply with requirements of CSI Division 26

Section 260526, “Grounding and Bonding for Electrical Systems”

7. Raceways and Boxes: Comply with requirements of CSI Division 26

Section 260533, "Raceways and Boxes for Electrical Systems".

8. Conduit installed in trench: Comply with requirements of Division 26

Section 260543, "Underground Ducts and Raceways for Electrical

Systems".

9. Power and Communication: Comply with requirements of Division 26

Section 262726, “Wiring Devices”

14




I. FLAGPOLE: Flagpoles shall be ESR40C71 as manufactured by American Flagpole or

approved equal. Poles shall be tapered aluminum tubing and shall measure 40'-0" high

from the finished grade. Provide standard revolving truck and cleat and 6" ball. Provide

copper clad lightning rod. Flagpole foundation shall meet the requirements of CSI

Division 03, Section 033000 “Cast-in-Place Concrete”. Flagpole foundation dimensions

shall comply with manufacturer’s specifications.

J. FUEL ISLAND CANOPY: Canopy shall be a ‘Delegated Design’ based on Austin

Mohawks & Company DWG NO. 04-032 (except no mansard roofing), 36’ X 86’ X 6

Column Canopy with a minimum clearance of 16’ or approved equal. Additionally:

1. Lighting:

a) Provide 8 evenly spaced Cree CAN-304-SL-RS-06-E-UL-WH-

700 304 Series Recessed LED Canopy Lights with Fixtures, or

an approved equal.

2. Fascia system: The fascia system shall be designed per industry standard

based on the Connecticut State Building Code requirements.

Additionally:

a) Aluminum Composite Material (ACM) Panels shall be provided

with a 3mm thick pre-finished aluminum composite material

substrate. Finish color shall be white and factory applied.

b) There shall be no exposed fasteners on exterior or bottom face

of fascia panels.

c) Vertical seams shall be sealed from backside with angle closure

attached by screws.

3. Gutter:

a) Gutter shall conform to ASTM A653 Grade 40 steel with

minimum yield strength of 40 ksi, with a G60 galvanized

surface per ASTM A924.

b) Gutters shall have a finish side coated with a full coat of

polyester paint baked on over an epoxy primer. A white wash

coat baked on over an epoxy primer shall protect the interior

side of the gutter.

c) Gutter leaders to column drain shall be one of the following

options: 3 inch diameter PVC pipe with a 24 gauge leader cover

(dry leader) or an 8 inch wide tapered (4 inch to 6 inch deep) 24

gauge steel leader (wet leader) or as approved by engineer.

Larger gutters shall be used where required for proper drainage.

4. Downspouts:

a) External downspouts shall be 3 x 4 roll formed aluminum with

watertight locked seams or as approved by engineer. Exterior

side coated with a full coat of white polyester paint baked on

over an epoxy primer. Eternal downspouts shall be mounted to

the face of the column and be of one continuous length. Larger

drains shall be used where required for proper drainage.

b) Internal downspouts shall be 4 inch diameter PVC with

couplings provided at gutter leader attachment location and at

15




base of column where attachment to site drainage system is

required.

K. FURNISHING, PLANTING AND MULCHING TREES, SHRUBS, VINES AND

GROUND COVER PLANTS:

1. Comply with the requirements of Form 818 Article 09.49.02.

L. NO.3 CRUSHED STONE: Crushed stone shall be the product resulting from the

artificial crushing of rocks, boulders or larger cobblestones, substantially all faces of

which have resulted from the crushing operation. Crushed stone shall consist of sound,

tough, durable stone, reasonably free from soft, thin, elongated, laminated, friable,

micaceous or disintegrated pieces, mud, dirt or other deleterious material and shall be

sized to meet the requirements of Form 818, Article M.01.01.

M. PEASTONE GRAVEL BACKFILL: Peastone gravel backfill shall be composed

entirely of uncrushed stone sized rounded particles conforming to Section M.01.01 of

the Form 818, Grading No. 6 unless otherwise specified by the tank manufacturer for

compliance with the tank warranty.

N. STEEL BOLLARD:

1. Steel bollard: Schedule 40 galvanized steel pipe, 4 inch outside diameter,

conforming to the requirements of ASTM-A53.

2. Concrete: Shall meet the requirements of CSI Division 03, Section

033000, “Cast-in-Place Concrete”. Class F.

3. Paint: Bollard shall be primed and finished with “Highway Safety

Yellow” rust preventive metal paint.

O. STORAGE CONTAINERS:

1. The storage containers shall have a minimum of 400 square feet of floor

space and a ceiling height of 7 feet. Storage containers shall be

weatherproof and of all steel construction with integral steel skids for

ground level placement and accessibility. Tractor-trailer storage is not

acceptable.

2. Storage containers shall include heavy-duty double steel doors with

locking bars located at one end of unit. Doors shall include provisions

for Owner supplied padlocks.

PART 3 - EXECUTION

3.1 EXECUTION:

16




A. ASPHALT STORAGE SHED: Install Storage Container Cover in location shown on

the plans. Storage Container Cover to be installed on standard concrete blocks (2.5’ X

2.5’ X 5’) stacked two high (arranged to fit cover) with back wall. All materials shall

be installed in strict accordance with the manufacturer's recommendations. Depth shall

be 25’ with a total height of 16’ to top of arch.

B. BOLLARD: Bollards shall be installed in the locations shown on the plans. The steel

pipe shall be securely set plumb in concrete and filled with concrete. The polyethylene

sleeve shall be installed as recommended by the manufacturer.

C. CONCRETE APRON: Comply with CSI Division 03, Section 033000, “Cast-in-Place

Concrete. Aprons shall be constructed at the locations and to the dimensions shown on

the plans.

D. CONCRETE PAD: Comply with CSI Division 03, Section 033000, “Cast-in-Place

Concrete. Pads shall be constructed at the locations and to the dimensions shown on

the plans.

E. CONCRETE WASHOUT AREA: Refer to Contract Plan Sheets for requirements

related to this work.

F. CONCRETE WHEEL STOP: Concrete wheel stops shall be placed on the final layer of

bituminous concrete pavement. The layout of concrete wheel stops shall be as shown on

the plans and coordinated with the final pavement markings. Anchor dowels shall be

driven flush with the top of the wheel stops.

G. CONTROLLED LOW STRENGTH MATERIAL (FLOWABLE FILL): CLSM shall

only be placed when the ambient temperature is at least 32° F and rising. CLSM

material shall be deposited within 2 hours of initial mixing. CLSM may be placed by

chutes, conveyors, buckets or pumps depending upon the application and accessibility

of the site. Should voids or cavities remain after the placement of the CLSM, the

Contractor shall modify the placement method or flow characteristics of the CLSM.

Voids or cavities which have not been filled properly shall be corrected as directed by

the Engineer and at the Contractor's expense.

H. CORS STATION: Refer to Contract Plan Sheets for requirements related to this work.

The welding shall be accordance with the current AWS code. Steel mast, gussets, and

base plate shall be welded prior to hot dip galvanizing as a single piece in accordance

with ASTM A153. The contract shall notify call before you dig prior to any

excavation work. Work performed shall be coordinated with the Office of Central

Surveys and performed under their supervision. Coordinate with the engineer.

17




I. FLAGPOLE: Install flagpole in location shown on the plans. All materials shall be

installed in strict accordance with the manufacturer's recommendations.

J. FUEL ISLAND CANOPY: Refer to Contract Plan Sheets for requirements related to

this work.

1. For installed products indicated to comply with design loads, include

structural analysis data signed and sealed by the qualified professional

engineer responsible for their preparation.

2. All work related to the demolition required for the construction of the

canopy to be included under this pay item

3. All work related to the reinstallation of the fuel island equipment to be

included under this pay item.

K. FURNISHING, PLANTING AND MULCHING TREES, SHRUBS, VINES AND

GROUND COVER PLANTS:

1. All work under Form 818 Section 9.49 shall be performed in accordance

with the latest edition of the ANSI A300 (Part 6).

2. Watering: All plants must be kept moist and be watered during the

period from June 1 through October 31. The contractor shall submit

verification of this work each month during the establishment period to

ensure the minimum requirements have been met. The engineer may

direct the contractor to provide additional water if drought conditions

exist.

3. One-Year Establishment Period: Acceptance of all work under Section

9.49 for full payment shall be conditional on the successful completion

of a 1-Year Establishment Period, as determined by the Engineer. The

establishment period shall consist of a minimum of one full calendar year

that will begin only after all plant materials specified in the Contract

have been planted, and all initial planting operations have been accepted.

The establishment period may extend past one calendar to coordinate the

inventory and replacement. An inventory of all plant material will be

conducted in the spring after plants have leafed out, or in the late summer

after the warmest weather has past, and include the Contractor, the

Engineer and the Landscape Designer. At this time the acceptability of

the plant establishment as well as a list of corrective measures will be

determined. The Contractor is responsible for procuring contract items

for replacement and should take steps prior to receiving the inventory.

The Contractor shall submit a plan for performing replacement work,

which must include a thorough watering after planting. Replacement

plants are subject to inspection before installation, and corrective

measures must be approved before final acceptance.

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L. NO.3 CRUSHED STONE: No. 3 crushed stone shall be deposited in layers not over 6”

in depth, with each layer thoroughly compacted before the addition of other layers. Stone

shall be placed in the locations and to the dimensions shown on the plans.

M. PEASTONE GRAVEL BACKFILL: Material shall be clean, dry and free from ice and

snow, and shall be installed in accordance with the tank manufacturer's

recommendations and as indicated on the Drawings, stated herein in the Specifications

or as directed by the Engineer.

1. Underground Tanks: Provide a minimum of 12-inches of peastone

gravel bed for tanks. At start of backfilling, care must be taken to work

material completely beneath the bottom of the tanks and underneath the

end caps to provide adequate support. Backfill completely over the top

of tanks, up to the bottom of the concrete apron. Peastone gravel should

be added and compacted in 12-inch lifts.

N. STEEL BOLLARD: Bollards shall be installed in the locations shown on the plans.

The steel pipe shall be securely set plumb in concrete and shall comply with the

manufacturer’s recommendations.

O. STORAGE CONTAINERS: The Contractor shall locate the storage containers where

shown on the plans and as directed by the Engineer.

END OF SECTION 302000

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october 22, 2020 putnam repair facility and ......tyco fire protection products. 9 fire...

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