2117827PMV214-SPECS.pdf

SPECIFICATIONS

FOR

Repair Exterior Lighting

AT

U.S. COAST GUARD STATION PORT CANAVERAL

CAPE CANAVERAL, FLORIDA

PROJECT No. 7514562

March, 2017

COMMANDING OFFICER, CIVIL ENGINEERING UNIT MIAMI

15608 SW 117TH AVENUE

MIAMI, FLORIDA

33177-1630

INDEX – Page 1 of 2 USCG Station Port Canaveral, FL.

Repair Exterior Lighting P/N 7514562 3/16/2017

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 GENERAL REQUIREMENTS 01 11 00-1 thru 01 11 00-8 01 32 01 PROGRESS SCHEDULE 01 32 01-1 thru 01 32 01-3 01 33 00 SUBMITTAL PROCEDURES 01 33 00-1 thru 01 33 00-4

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE 03 30 00-1 thru 03 30 00-4

DIVISION 26 - ELECTRICAL

26 05 00 BASIC ELECTRICAL MATERIALS AND METHODS 26 05 00-1 thru 26 05 00-13

DIVISION 31 - EARTHWORK

31 23 00 EXCAVATION AND FILL 31 23 00-1 thru 31 23 00-5

DIVISION 33 - UTILITIES

33 71 20 UNDERGROUND ELECTRICAL DISTRIBUTION 33 71 20-1 thru 33 71 20-4

APPENDIX

Appendix “A”: Job Electrical Photos – Existing Conditions Pages 1-10 Appendix “B”: Exterior Lighting Quality Report, dated 9/20/2016 Pages 1-4

PROJECT REFERENCE DRAWINGS/MATERIALS: Various existing record drawings are included in the specifications and are reference materials only (not a work description item). The drawings are the best available source information and history on the existing exterior lighting systems and general waterfront conditions.

1.) 4279, USCG Station, sheet 39/44, dated 6/77, Electrical Site Plan 1”=30” 2.) 4279, USCG Station, sheet 41/44, dated 6/77, Electrical Power Plans 3.) 4279, USCG Station, sheet 42/44, dated 6/77, Electrical Single Line Diagram & Schedules 4.) 4279, USCG Station, sheet 44/44, dated 6/77, Miscellaneous Electrical Details 5.) 4659/4279, sheet 1/2, dated 7/78, Electrical Panel Schedules 6.) 4659/4279, sheet 2/2, dated 7/78, Electrical Panel Schedules 7.) 9495-B, Small Boat Pier Replacement, sheet 4/5, dated 6/82 Electrical Plot Plan 8.) 9495-B, Small Boat Pier Replacement, sheet 5/5, dated 6/82 Electrical Details 9.) 2217, Metal Storage building, sheet 14/16, dated 6/83 Electrical Plot Plan 10.) 3297, New Bulkhead, sheet 2/6, dated 7/75 Utilities Plot Plan 11.) 5239, Security Lighting, sheet 1/1, dated 6/87 Security Lighting Site Plan and Details 12.) M0423-S, Various Repairs, sheet E-2, dated 6/98 Electrical Site Plan 13.) M0423-S, Various Repairs, sheet E-10, dated 6/98 Partial Electrical Site Plan 14.) M0423-S, Various Repairs, sheet E-12, dated 6/98 Lighting Details 15.) M0423-S, Various Repairs, sheet E-13, dated 6/98 Power Plan 16.) M0423-S, Various Repairs, sheet E-14, dated 6/98 Electrical Details 17.) M1468-D, Electrical Shore-Tie Upgrade, sheet E-1, dated 1/10 Site Plan 18.) M1468-D, Electrical Shore-Tie Upgrade, sheet E-12, dated 1/10 New One-Line Diagram 19.) M1468-D, Electrical Shore-Tie Upgrade, sheet E-16, dated 1/10 Shore Tie SS-4 Details 20.) M1468-D, Electrical Shore-Tie Upgrade, sheet E-31, dated 1/10 Panel Schedules

INDEX – Page 2 of 2

DRAWING INDEX – M2119-D

E-1 1/9 GENERAL SITE DEMOLITION AND LOCATION PLAN 1”=40’-0”

E-2 2/9 OPERATIONS BUILDING NORTH WEST AREA PLANS 1/8”-1’-0”

E-3 3/9 OPERATIONS BUILDING – RISER DIAGRAM AND DETAIL SHEET

E-4 4/9 WATERFRONT AREA PLAN 1/16”=1’-0”

E-5 5/9 NORTH EAST AREA PLAN 1”=20’-0”

E-6 6/9 MP-BUILDING RISER DIAGRAMS

E-7 7/9 MISCELLANEOUS DETAILS-1

E-8 8/9 FIXTURE DETAILS

E-9 9/9 PHOTOMETRIC PLAN 1”=30’-0”

-- End of Project Table of Contents --

DIVISION 01 GENERAL REQUIREMENTS

Section 01 11 00 GENERAL REQUIREMENTS – Page 1 of 8

Repair Exterior Lighting P/N 7514562 3/16/2017

SECTION 01 11 00

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 GENERAL DESCRIPTION

The basic work description includes furnishing all labor, tools, equipment and materials to complete the following general scope of work. Basic project is to replace original aged end-of-life 39+ year old waterfront exterior light fixtures, light poles, pole bases, and underground wiring systems and 1977 vintage Operations and Multi-Purpose (MP) Building exterior area and street light fixtures which have exceeded life-expectancy, show signs of severe rust/corrosion of underground RMC conduits and pole anchor bolts, and are not suitable for repair. Provide a complete new replacement of 87% of the exterior area and street lights with provision of new underground wiring, pole bases, poles, and high efficiency, field adjustable dimming LED (Light Emitting Diode) Street and Area Lights. Provide new replacement LED Area Lights and system wiring modifications to the East Gravel Parking Area.

Provide new and modifications to exterior lighting control systems to provide automatic dusk-to-dawn operation. Provide a complete new replacement Operations Building exterior LED Down Light Wall Pack lighting system and associated new and modified wiring/control system. Existing RMC (Rigid Metal Conduit UG (Underground) exterior lighting system conduit and wiring system has corroded severely and is no longer usable. Provide all new and modified exterior site underground conduit and wiring system. Provide lighting control system repairs to the existing control system located at the Picnic Shelter. Provide replacement of four (4) Mini-Power Zone Transformer/Panel assemblies with painted 316 stainless steel units. The site is utility dense and special utility location and trenching requirements are required. Perform all work as indicted on Drawings Set M2195-D and associated project specifications.

BASE BID: Provide one price for USCG Real Property Facility Number (RPFN):

P04/PERIMITER LIGHTS

Electrical Systems: The existing waterfront area lighting system was in place when the CG obtained the property, operated at 240 volts, with no record drawings of system wiring. Various modifications have been made over the years and the system is currently wired with ¾” RMC and PVC (Polyvinyl) conduits, fed from SP4 (Shore-Power-Stanchion) electrical assembly. CG personnel have attempted to provide new replacement wiring but cannot install in some sections of UG conduit. All waterfront exterior lights are to be replaced with new UC conduit system and Pole/Light/Base Assemblies, as indicated on the drawings. Exterior lights of the Operations and MP-Buildings were installed using RMC conduits which have corroded severely on the interior and cannot be re-used. Provide all new replacement exterior lighting systems. The four (4) street lights on the East-West road were installed using PVC conduits. Provide new replacement street light assemblies and new/modified UG wiring system. Provide miscellaneous electrical repair work as indicated on Drawings E-1 through E-9, essentially as follows:

Operations Building: Perform all work as indicated on sheets E-1, E-2, E3, E-8 and E-9:

1.) Provide demolition work with removal of site and building exterior lighting fixtures. The existing underground ¾” RMC conduit has rusted severely and is intended to be replaced with new 1” UG PVC conduit and wiring system. The existing RMC conduit may be re-used only if determined to be in NEC Code acceptable condition.

2.) Provide a complete new replacement exterior lighting control system arranged to automatically control building and site lighting systems from dusk to dawn, as indicated on sheets E-2, E-3.

3.) Provide a complete replacement of eight (8) building exterior wall pack HID fixtures with a high efficiency LED down light, cutoff luminaire. Provide new and modified conduit and wiring for

Section 01 11 00 GENERAL REQUIREMENTS – Page 2 of 8

Repair Exterior Lighting P/N 7514562 3/16/2017 the system. The existing system has been modified over the years with no record drawing available. Restore the system wiring for 277 volt, single-phase operation as per the original design intent (Project Reference Drawings).

4.) Concrete pole base for fixture P3 is to be elevated 24” above grade, typical for all new replacement waterfront area light fixtures.

Waterfront Area: Perform all work as indicated on sheets E-1, E-4, E-6, E-8 and E-9:

1.) Provide demolition work with removal of site exterior area and parking lot lighting fixtures, (lights, light poles, and concrete pole base assemblies). All existing wiring is to be removed and ¾”PVC conduits abandoned in place.

2.) Provide a complete new replacement of exterior fixture assembly types “SA”, “SB” and “SA1” as indicated on the drawings.

3.) Provide a complete new underground conduit and wiring system using 1-1/2” PVC conduit, concrete encased and direct bury as indicated. Special installation requirements are required as the area is utility dense. At the actual proposed installation location of new UG conduits, ground penetrating radar utility location method is required with soft hydro excavation method used (or approved equivalent).

4.) Provide a complete replacement of an existing exterior electrical pull box assembly with a larger unit as required to intercept the existing MP-Building exterior lighting wiring circuit of 1.5” PVC conduit with 4#6 and 1#10EGC, as indicated on sheets E-4 and E-8.

5.) Provide repair and modifications work to the existing MP-Building exterior lighting control system located in the Main Electrical Room.

MP-Building Exterior Lighting Systems: Perform all work as indicated on sheets E-1, E-5, E-6, E-8 and E-9:

1.) Provide demolition work with removal of site exterior area, and parking lot lighting fixtures, (lights, light poles, and concrete pole base assemblies).

2.) Fixtures “SA”, “SA1” and “B” north of the MP-Building. Existing UG RMC conduits are not suitable for re-use. Provide a complete new conduit and wiring system from the lighting contactor in the main electrical room to the five (5) exterior light fixtures as indicated on sheet E-5 and E-6.

3.) Caution: Pole “P13”, and demo notes #1 & 8 (sheet E-6). A 120volt foreign source of power was detected at these locations. Prior to any demolition work, perform a detailed site inspection to locate the source or 120VAC power. It is suspected that the two pole-top walkway lights may have been wired for 120V., operation.

4.) East West roadway lights “P17” through “P20” are to be replaced in their entirety with new fixture assemblies. All new system color coded (BOY) wire is required. Provide new 1.5” UG PVC conduits. Portions of the existing 1.5” PVC conduits may be re-used if in NEC Code acceptable condition.

East Gravel Parking Area & Lighting Control System: Perform all work as indicated on sheets E-1, E-5, E-6, E-7 and E-8. The CG has a Master Plan to replace the 1977 aged buildings on the site with new code compliant structures. The East area is planned to be completely renovated to a Grouper Road accessible USCG Exchange. Provide temporary repairs to the three existing gravel parking area light fixtures and associated wiring.

Section 01 11 00 GENERAL REQUIREMENTS – Page 3 of 8

Repair Exterior Lighting P/N 7514562 3/16/2017

1.) Replace three (3) HID fixtures with new LED Type “SA1”, on existing direct set concrete poles and metal pole assembly.

2.) Provide site investigation for pole “P22” and determine exact power source. Disconnect and remove completely from that power source, and remove 277-120 volt transformer. Provide new UC conduit and wire feed from pole “P21”, all as indicated on sheet E-5.

3.) Multi-Purpose Court and East parking Area Control System. Provide repair work to the existing control system so as to maintain weather protective rating, and to restore the east gravel parking area to automatic (H-O-A controlled) dusk-to-dawn operation. Provide temporary repairs to corroded RMC conduits, all as indicated on sheet E-7.

Waterfront Shore Power Mound Assemblies “SP1, SP2, SP3, and SP4: Four (4) existing GE Mini- Power Zone Transformer-Panel assemblies with NEMA-3R painted steel enclosures have corroded /failed and are no longer suitable for continued use. Provide replacement units rated NEMA-3R Painted 316 Stainless Steel Enclosures, as indicated on sheet E-7, and replace the existing units at four locations.

Re-connect all existing load PVC conduits and wiring, nominal 120 and 240 Volt, single-phase circuits.

All mounting hardware shall be stainless steel.

General Project Requirements:

1.) General: Refer to Appendix “A” Job Photographs Electrical Distribution Systems – Existing Conditions for additional descriptive information and work requirements.

2.) All exterior street light fixtures (luminaire, pole, and pole base assembly) shall meet current Florida

175MPH wind load rating. Luminaire mounting height of all new assemblies shall be +/=30’-0” above existing grade. Wind load fixture assembly submittal will be required for review and approval.

3.) All poles shall be round tapered corrosion resistant aluminum and shall be provided with an accessible transformer base assembly, intended to be used for wiring connections. Each pole shall be individually fused with 600V., in-line fuses and fuse holders. Each pole assembly shall be provided with a driven copper-clad ground rod and ground connection as per sheet E-8.

4.) All new 480Y/277 volt, exterior wire shall be color coded BOY (Brown, Orange, Yellow) to aid in the installation and fixture connections to the indicated 277 volt, phase, so as to provide load balance.

5.) All exterior mounting hardware shall be corrosion resistant stainless steel.

6.) MP-Building 480Y/277 volt, 20 ampere, exterior lighting circuit is to be re-used and a design load summary is as indicated on sheet E-7. Wire individual pole assemblies for 277 volt operation, to the phase as indicated on the drawings. At the completion of the project, measure the load in amperes for circuit “MP1-14”, and submit the results in written format to the COR for review and approval.

7.) Photometric Plan: Drawing E-9 indicates minimum acceptable lighting levels and fixture performance. A submittal will be required for approval with the contractor proposed street light fixture manufacturer. The design, plans and specifications are performance based and set minimum project requirements.

8.) Street Light Luminaries are required to be energy efficient LED type with field adjustable dimming capability (minimum of nine (9) field selectable power levels, from 67% to 100% lighting levels).

Fixture Types “SA1” and “SB1” shall be set for 81% power/lumen level.

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Repair Exterior Lighting P/N 7514562 3/16/2017

9.) The project has been reviewed by the CG for Sea Turtle Compliant Lighting Requirement.

Confirmation on record from USFWS (U. S. Fish and Wildlife Service) and NMFS (National Marine Fisheries Service) indicates no such compliance requirement is needed at the jobsite location.

However all exterior lights shall be LED down lighting, full cutoff, certified as having zero up-light, dark sky friendly, IDA approved. All LED color temperature is to be +/- 4000 degree Kelvin.

Contractor Questions pertaining to the Plans and Specifications:

1.) Questions pertaining to the Plans and Specifications shall be received by the Contracting Officer of record NLT (No Later Than) ten (10) calendar days prior to the bid due date.

1.2 LOCATION

The work shall be located at the U.S. Coast Guard Station Cape Canaveral, Florida. The work areas are as noted on site plan Drawing E-1, Title Sheet, General and Demolition Plan.

1.3 INSPECTION PRIOR TO BID

Prospective bidders are encouraged to visit the site to familiarize themselves with the existing conditions. Arrangements for visiting the site may be made by contacting the following:

Station Engineering Petty Officer: EPO MKC Christopher N. Barnes U.S. Coast Guard Station Cape Canaveral 9235 Grouper Road Cape Canaveral, Florida 32920-4402 Telephone: Office: (321) 868-4214 Alternate Contact: EM2 Ashley Cruz (361) 868-4200

1.4 DRAWINGS ACCOMPANYING SPECIFICATIONS

Drawings to be used with these specifications shall consist of U.S. Coast Guard Drawing No. M2195-D, in 9 sheets as listed on sheet E-1 Drawing Index and project Table of Contents. Drawings are the property of the Government and shall not be used for any purpose other than those contemplated by the specifications.

1.5 SUBMITTALS

Submit the following upon completion of project in accordance with Section 01 33 00, Submittal Procedures.

Closeout Submittals Record drawings

Refer to each specification section for submittals required.

1.6 UNDERGROUND AND CONCEALED UTILITIES

The utility locations shown on the drawings may not be exact. The Contractor shall physically verify the location and elevation of the existing utilities indicated prior to starting construction. The Contractor shall scan the construction site with electromagnetic, ground penetrating radar, sonic equipment, and other technologies available and mark the surface of the ground where existing underground utilities are discovered. Notify the Contracting Officer's Representative (COR) and the cognizant utility companies at least 2 working days before excavating. Mark the excavation route and intersecting utilities. Hand work shall be employed for soil removal around all buried utilities. Buried utilities located within the area to be excavated shall be shored up to prevent sagging, bending, breakage, and

Section 01 11 00 GENERAL REQUIREMENTS – Page 5 of 8

Repair Exterior Lighting P/N 7514562 3/16/2017 other damage. Waterfront 87’ WPB and 210’ WMEC Pier areas are a high dense utility area. Obtain the services of a soft hydro-excavation company for all trenching and excavation in this area.

1.7 UTILITY OUTAGES

Before interrupting or shutting down any utility, make a request for the interruption to the COR at least three (3) working days before the anticipated interruption. Identify the utility, reason for interruption, proposed time of interruption, and duration of interruption. Do not interrupt utilities until authorized by

COR.

It is anticipated that there will be no utility outage as none of the exterior pole mounted light fixtures at the unit are operational.

1.8 WORK COORDINATION AND PHASING:

The Contractor shall closely coordinate all work with the COR in order to reduce to a minimum the disturbances to personnel and operations.

1.9 CONTRACTOR USE OF PREMISES

The Contractor will be working on a Coast Guard operational military installation. Become familiar with and obey station fire, traffic, and security regulations. Personnel shall not stay from the immediate area of work nor direct avenues of ingress and egress unless authorized in advance by the COR.

1.10 STORAGE AREA

The Contractor will be provided a storage area in a location determined by the COR, and generally in the location of the Northeast Gravel Parking Lot Area and possibly a portion of the concrete pad South of the Storage Shed on at the site, as indicated on sheet E-1, the exact area as approved and directed by the station EPO (Engineering Petty Officer). The Contractor shall be responsible for restoring the area to its original condition at the completion of the work. The Contractor shall be responsible for repair of any damage incurred to buildings or pavement as a result of storage activities.

1.11 CLEANUP

The Contractor shall keep the work area, including storage area, free from accumulations of waste materials on a daily basis and comply with all federal, state and local regulations pertaining to the storage, transport and disposal of wastes. The Contractor shall not use Coast Guard waste disposal facilities including garbage cans, trash piles or dumpster's.

1.12 STORM PROTECTION

Should warnings of winds of gale force or stronger be issued, the Contractor shall take every practicable precaution to minimize danger to person, the work, and to adjacent property. Precautions shall include, but not limited to, closing all openings, removing all loose materials, tools and equipment from exposed locations, and removing or securing scaffolding and other temporary work.

1.13 RECEIPT OF MATERIALS

Shipment of equipment, materials, and supplies shall be addressed to the Contractor - not the Government. The Contractor must be on hand to accept shipments; the Government will not accept shipments.

1.14 DELIVERY AND STORAGE

Section 01 11 00 GENERAL REQUIREMENTS – Page 6 of 8

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Equipment and materials shall be carefully handled, properly stored, and adequately protected to prevent damage before and during installation, in accordance with the manufacturer's recommendations and as approved by the Contracting Officer. Damaged or defective items shall be replaced. Location of storage and staging area shall be designated by the COR. The Contractor will be responsible for security of all materials and equipment.

1.15 SECURITY

The Contractor shall provide the COR with a list of names of all personnel who will be working on the site. The Contractor may submit a revised list at any time during the project. Only personnel on the approved listing will be allowed on the site.

All personnel shall carry proper identification (ID) when on site. Proper ID is defined as either the individual’s driver’s license, or United States issued ID. The identification must be laminated, and show a facial picture of the individual. Individuals without proper ID will be escorted off the Coast Guard premises.

1.16 RECORD DRAWINGS

The Contractor shall maintain at the job site two sets of full size contract drawings marked to show any deviations which have been made from the contract drawings, including buried or concealed construction and utility features which are revealed during the course of construction. These drawings shall be available for review by the COR at all times. The COR must approve and sign the Project Record Documents prior to final submittal to the Contracting Officer. Request for final payment will not be approved until the marked prints are delivered to the Contracting Officer.

1.17 FINAL INSPECTION AND ACCEPTANCE

When the work is complete and ready for final inspection, submit a written request for final inspection to the Contracting Officer a minimum of 10 days prior to the date desired.

1.18 WARRANTIES

All warranties and/or guarantees, either implied or expressed, for individual equipment shall be endorsed to the Government.

1.19 PERFORMANCE TIME

The total contract performance period shall include not only the time needed to complete the Base Bid Items, but it also includes the time needed to submit, review and approve all material submittals and complete all project record (closeout) documents. After work begins at the site, perform the Work continuously during normal working hours and show daily progress until all work is complete.

The contract performance period is assigned as follows:

a. Total Contract Performance Period: 180 total calendar days

1.19.1 Construction Progress Meetings

In addition to the Pre-Construction meeting required in the bid advertisement documents, a weekly construction progress meeting shall be held either on the project site or conducted by telephone.

Minimum attendees shall include the on-site Construction Superintendent, the Government Inspector/COR, the Government Construction Manager and the Coast Guard Station representative.

The construction progress meetings shall announced and be held at the discretion of the Government Construction Manager. Other parties may attend if desired or requested.

Section 01 11 00 GENERAL REQUIREMENTS – Page 7 of 8

1.20 WORK HOURS

The Contractor shall perform the work at the site from Monday thru. Friday, except federal holidays, normally between the hours of 7 AM and 4 PM. Earlier starting work hours are subject to review and approval of the stations Engineering Petty Officer (EPO), as the station is manned 24/7.

1.21 ENVIRONMENTAL CONTROLS:

1.21.1 Comply with OSHA regulation Standards 29 CFR and OSHA and General Duty Clause of the OSH Act in all aspects of construction related to this project.

1.21.2 The Contractor shall keep the work area daily, including storage areas, free from accumulations of waste materials on a daily basis. Solid waste and non-hazardous debris must be managed in accordance with Florida State Rules.

1.21.3 Demolition and construction debris shall be disposed of at a permitted facility. Contact the Florida Department of Environmental Quality for a list of permitted facilities.

1.21.4 Best Management Practices (BMP) must be implemented to maintain Water Quality pursuant to State regulations. At a minimum, dumpsters and/or other waste receptacles used onsite must be structurally sound without any penetrations and remain covered when not in use or during inclement weather. Additional BMPs shall include the use of tarps and working enclosures to prevent any other debris and contaminated surface water from reaching the waterway.

1.21.5 Petroleum impacted soil, if encountered, must be properly containerized and disposed in accordance with applicable State regulations. Prior to proceeding with the project the contractor must contact COR and CEU Miami Construction Branch Manager.

1.22 PROPERTY DISPOSAL:

1.22.1 Various existing electrical equipment, exterior light fixtures, poles, pole base assemblies, and miscellaneous electrical equipment items, etc., are required to be disconnected and removed by the contractor shall be the property of the contractor and shall be removed from USCG Station Cape Canaveral, as indicated on the drawings.

1.23 TRAINING INSTRUCTION TO GOVERNMENT PERSONNEL

Furnish the services of competent instructors who will give full instructions to the designated personnel in the adjustment, operation, and maintenance requirements of the Work, including pertinent safety requirements of the equipment or systems specified. Each instructor shall be thoroughly familiar with all parts of the installation and shall be trained in operating theory as well as practical operation and maintenance work. Provide the instruction during the first regular work week after the equipment or system has been accepted and turned over to the Government for regular operation. Instruction time shall be for a minimum of two (2) hours, or time as needed. Record instruction (video and audible) and provide to the Government for Coast Guard use (standard current DVD format). Submit lesson plans and trainer qualifications to the Contracting Officer for approval prior to conducting any training.

Provide a hard copy and bound lesson plan for no less than (4) attendees. Upon completion of the training, submit a letter to the Contracting Officer stating what personnel attended the training along with the subject of the individual training(s), date and time of the training(s) and training(s) location.

Compose the Training Instruction to include each equipment/system required to receive periodic maintenance in accordance with the approved manufacturer’s maintenance instructions.

1.24 AVAILABILITY OF UTILITY SERVICES

Reasonable amounts of the following utilities will be made available without charge.

a. Electricity.

b. Potable Water.

Section 01 11 00 GENERAL REQUIREMENTS – Page 8 of 8

Pay all costs incurred in connecting, converting, and transferring all of the utilities to the Work. Make all utility connections (providing backflow preventers, for example) and all utility disconnections (removal of electrical transformers, for example).

The contractor will be permitted to use the stations toilet facility. The Male and Female Heads located in the Operations Building, and in the Multi-Purpose will be permittedt is to be used. Miss-use of the facility will cause termination of use.

1.25 SAFETY PROGRAM

1.25.1 General

The Contractor is wholly responsible for work site safety. The Contractor shall implement a safety program that protects the lives and health of personnel in the construction area, prevents damage to property and avoids work interruptions. The Contractor shall provide appropriate safety measures including but not limited to barricades, signs and signal lights as well as complying with the requirements of all applicable Federal, State and Local safety laws, rules and regulations.

1.25.2 Compliance

The Contractor is specifically required to comply with the requirements of the U. S. Army Corps of Engineers "Safety and Health Requirements Manual" (EM 385-1-1, latest version available) and the “Accident Prevention” clause (FAR 52.236-13). Once accepted, this safety plan shall become part of the contract requirements. Note: This review/acceptance does not in any way relinquish the Contractor from responsibility for work site safety nor the obligation to comply with the OSHA regulations found in 29 CFR 1910 & 1926 or any other State or Local safety law, rule or regulation applicable to the contract work. The Coast Guard will cooperate fully with the Department of Labor (Occupational Safety and Health Administration) in their enforcement of OSHA regulations.

1.25.3 Safety Plan

The Contractor shall submit a written safety plan. At a minimum, this plan shall describe the Contractor's general safety program and identify specific safety provisions for hazards incidental to the contract work such as elevated working surfaces, working over water, working from floating work platforms, overhead crane operations or similar conditions of the work.

-- End of Section 01 11 00 --

SECTION 01 32 01 PROGRESS SCHEDULE - Page 1 of 3

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SECTION 01 32 01

PROGRESS SCHEDULE

PART 1 - GENERAL

1.1 Prepare a horizontal bar graph progress schedule using a time scale. The project should be divided and subdivided into a sufficient number of work activities that can accurately graphically display the work sequence, activity duration, interplay of activities, and dollar value of each activity. The schedule shall also have a progress curve plotted over the bar chart which shall indicate percentage of completion against time.

1.2 RESPONSIBILITY: The Contractor is responsible for executing the work within the time stated in the contract.

1.3 SUBMITTALS:

1.3.1 Submit final progress schedule no later than 5 calendar days after receiving the Notice To Proceed (NTP). A draft schedule is to be submitted before the preconstruction conference with time periods shown but without dates of NTP and completion shown. Once a NTP date is agreed upon at the preconstruction conference, the dates are to be filled in. By having the draft schedule at the preconstruction conference, the Contracting Officer and Contractor can discuss any apparent inconsistencies or omissions, and approval can be expedited.

1.3.2 Submit updated progress schedule every month along with the request for payment.

PART 2 - PRODUCTS

2.1 PROGRESS SCHEDULE: Progress schedule shall have project name, location, contract number, and company name. The final progress schedule, with the NTP and completion dates filled in, shall be signed.

2.1.1 At the left side of the form, list in columns.

a. Activity Number and Description - At a minimum, break down the project into 10 activities. If enough detail is given on the progress schedule, then the activity breakdown may be done at the Contracting Officer's discretion. Activities can be of various origins (i.e. by specification section, by logical sequence of work, by breakdown used for bid estimates, etc.).

b Specification Section Reference - This is optional. Use only if the breakdown of activities directly correlates with the specification sections.

c. The Activities Percentage (i.e. 50%) or Weight (i.e..5) of the entire contract based on Dollar

Value - the cumulative percentage should add up to 100 percent.

d. Estimated Value of the Activity - Profit and overhead should be distributed throughout activities or listed as a separate line item and distributed over the entire length of the project. The total values should add to the contract amount.

2.1.2 Establish the time schedule across the top of the sheet for the entire project duration. Divide the project into months, weeks, or days depending on the length of the project and an appropriate time scale.

2.1.3 Lay out a bar graph opposite each activity, corresponding to the schedule start date and extended for the scheduled duration of the activity. Indicate the percentage of the activity which you intend to complete each week above or below each bar.

SECTION 01 32 01 PROGRESS SCHEDULE - Page 2 of 3

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PART 3 - EXECUTION

3.1 UPDATING SCHEDULE: Update and submit progress schedule every month with progress payment showing actual progress. Updated progress schedules shall include the original information and an updated actual progress curve using a broken line.

3.2 DELAYS: If the Contractor knows or has reason to believe that the delivery of any material or equipment, the shortage of qualified labor, delays caused by others, or the occurrence of any other difficulty may cause delay in executing the work as scheduled. He shall notify the Contracting Officer, in writing, within 3 calendar days.

3.3 SAMPLE PROGRESS CONSTRUCTION CHART: A sample progress chart is shown on the following page. This should only be used as a guide. It displays the "type" of information that should be included.

3.4 APPROVED CONSTRUCTION SCHEDULE: Approval from the COR is needed to add, remove or change the original information on the approved construction baseline schedule on a construction progress schedule update

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SECTION 01 32 01 PROGRESS SCHEDULE - Page 3 of 3

SECTION 01 33 00 SUBMITTAL PROCEDURES -- Page 1 of 4

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SECTION 01 33 00

SUBMITTAL PROCEDURES

1.1 SUBMITTALS REQUIRED

Items to be submitted shall be done electronically as specified in each applicable section of this specification. Submittals shall be approved before procurement, fabrication, or delivery of items to the job site. Approval of submittals shall not relieve the contractor of his obligations to comply with contract specifications and drawings. Partial submittals will not be accepted and will be returned without review.

Submittals shall include the manufacturer's name, trade name, catalog model or number, nameplate data, size, layout dimensions, capacity, project specification and paragraph reference, applicable Federal, Military, industry and technical society publication references, and other information necessary to establish contract compliance of each item the Contractor proposes to furnish. The contractor shall indicate in the submittal which item(s) they are submitting.

1.2 TIMING OF SUBMITTALS

1.2.1 Timing and Sequence

Submit submittals in sufficient time and in such sequence to avoid delays in the work. Except for voluminous submittals, numerous submittals submitted on or about the same time, and submittals for very complex items, submittals will be reviewed by the Contracting Officer’s Representative (COR) and returned to the Contractor electronically within 10 working days after receipt. Large submittals shall be submitted electronically via CD to prevent overloading government servers. Contractor shall begin shop drawing submittal process after project is awarded.

1.2.2 Long Lead Time Items

Submit a list of long lead items within 5 calendar days of Award. This list shall identify items such as, but not limited to materials, fabrication and delivery of items to the job site. The Contractor shall prepare submittals and submit those items in sufficient time to avoid delays. Special attention shall be given to the long lead items to avoid delays in the work.

1.2.3 Shop Drawing Submittal Process

Contractor shall begin shop drawing submittal process after project is awarded. Special attention shall be given to long lead items to avoid delays in the work.

1.3 SCHEDULE OF SUBMITTAL DESCRIPTIONS (SD)

Contractor shall review individual sections for special submittal requirements and applicable publications relating to submittals. All submittals shall in electronic form with one with submittal coversheet. The submittal type and numbers of each required, are as follows:

Preconstruction Submittals (1 electronic copy)

Submit information required before the physical start of work. These may include progress schedule, personnel list for security access, demolition and other required work plans.

SECTION 01 33 00 SUBMITTAL PROCEDURES -- Page 2 of 4

Shop Drawings (1 electronic copy)

Shop drawings shall show types, sizes, accessories, elevations, floor plans, sectional views, installation details, elementary diagrams, wiring diagrams, details of equipment and equipment spaces identifying and indicating proposed location, layout and arrangement of items of equipment, control panels, accessories, piping, ductwork, and other items that must be shown to ensure a coordinated installation. Wiring diagrams shall identify circuit terminals and shall indicate the internal wiring for each item of equipment and the interconnection between the items. Drawings shall also indicate adequate clearance for operation, maintenance and replacement of operating equipment devices. If any equipment is disapproved, the drawings shall be revised to show acceptable equipment and be resubmitted. Shop Drawings shall be a minimum of 8.5 inches by 11 inches in size, except as specified otherwise, using a 1/4" = 1'-0" scale size for ductwork and piping layout outside mechanical rooms, and a 1/2" = 1'-0" scale size for cross section views of each mechanical room.

Product Data (1 electronic copy)

Submittals for each manufactured item shall be manufacturer's descriptive literature of cataloged products, equipment drawings, diagrams, performance and characteristic curves and catalog cuts.

Submit complete descriptive data for each type of material. Clearly mark data to indicate the type the Contractor intends to provide. If not marked to indicate what contractor intends to provide the submittal will be returned disapproved.

Samples (2 each, 1 hardcopy to COR/CM and the other should be on site for the CG inspector and unit to choose from if applicable)

Submit color (not black and white) printed data or actual pieces of the items. The contract prices will not be adjusted due to the Contracting Officer's Representatives selection of any color, texture, or pattern submitted.

Design Data (1 electronic copy)

Submit calculations, mix designs, analyses or other data pertaining to a part of work.

Test Reports (1 electronic copy)

Submit reports of inspection and laboratory test, including analysis and interpretation of test results.

Each report shall be properly identified. Test methods used and compliance with recognized test standards shall be described.

Test Reports: A report signed by an authorized official of an independent testing laboratory that a material, product, or system identical to the material, product or system to be provided has been tested in accordance with requirements specified by naming the test method and material. The test report must state the test was performed in accordance with the test requirements; state the test results; and indicate whether the material, product, or system has passed or failed the test. Testing must have been within three years of the date of award of this Contract.

Factory Test Reports: A written report which includes the findings of a test required to be performed by the manufacturer on a prototype or on an actual portion of the work prepared for this project, before it is shipped to the job site. The report must be signed by an authorized official of the manufacturer's test facility or testing laboratory and must state the test was performed in accordance with the test requirements; state the test results; and indicate whether the material, product, or system has passed or failed the test.

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Repair Exterior Lighting P/N 7514562 3/16/2017

Field Test Reports: A written report which includes the findings of a test made at the job site, in the vicinity of the job site, or on a sample taken from the job site, on a portion of the work, during or after installation. The report must be signed by an authorized official of a testing laboratory or agency and must state the test was performed in accordance with the test requirements; state the test results; and indicate whether the material, product, or system has passed or failed the test.

Certificates (1 electronic copy)

Submit certification from the manufacturer attesting that materials and equipment to be furnished for this project conform with the requirements of this specification and of the referenced publications. Pre-printed certifications will not be acceptable; certifications shall be in the original. The certification shall not contain statements that could be interpreted to imply that the product does not meet all requirements specified, such as "as good as"; "achieve the same end use and results as materials formulated in accordance with the referenced publications"; "equal or exceed the service and performance of the specified materials". The certification shall simply state that the product conforms to the requirements specified.

When materials or equipment must conform to the standards of organizations such as the American National Standards Institute (ANSI), American Society for Testing and Materials (ASTM), National Electrical Manufacturers Association (NEMA), and Underwriters Laboratories (UL), proof of such conformance shall be submitted to the Contracting Officer’ Repetitive for approval. If an organization uses a label or listing to indicate compliance with a particular standard, the label or listing, the Contractor shall submit a certificate from an independent testing organization, which is competent to perform acceptable tests and is approved by the Contracting Officer’s Representative. The certificate shall state that the item has been tested in accordance with the specified organization's test methods and that the item conforms to the specified organization's standard. For materials and equipment whose compliance with organizational standards or specifications is not regulated by an organization using its own listing or label as proof of compliance, a certificate of compliance from the manufacturer shall be submitted for approval. The certificate shall identify the manufacturer, the product, and the referenced standard and shall simply state that the manufacturer certifies that the product conforms to all requirements of the project specification and of the referenced standards listed.

Manufacturer’s Instructions

Submit reprinted material describing installation of a product, system, or material, including special notices and Material Safety Data Sheets, if any, concerning impedances, hazards, and safety precautions.

Where installation procedures, or any part hereof, are required to be in accordance with the recommendations of the manufacturer of the material being installed, printed copies of these recommendations shall be furnished to the Contracting Officer‘s Representative prior to installation.

Installation of the item will not be allowed to proceed until the recommendations are received. Failure to furnish these recommendations can be cause for reject of the material.

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Operation and Maintenance Manuals (Submit 1 hardcopy for review by the government to ensure completeness and then when approved by the COR submit 3 each)

Furnish an operation and maintenance manual section for each item of equipment. Furnish three copies of the complete manual bound in hardback binders. Furnish one complete manual prior to the time that equipment tests are performed, and furnish the remaining manuals before the contract is completed. Inscribe the following identification on the cover: the words "OPERATION AND MAINTENANCE MANUAL", the name and location of the equipment, the name of the contractor, and the contract number. The manual shall include the names, addresses, and telephone numbers of each subcontractor installing equipment, and of the local representatives for each item of equipment. The manual shall have a table of contents and be assembled to conform to the table of contents with the tab sheets placed before instructions covering the subject. The instructions shall be legible and easily read, with large sheets of drawings folded in. the manual shall include: a complete description of the system, wiring and control diagrams with data to explain detailed operation and shut-down instructions;

installation instructions; maintenance instructions; lubrication schedule including type, grade, temperature range, and frequency; safety precautions, diagrams, and illustrations; test procedures;

performance data; and parts list. The parts lists for equipment shall indicate the sources of supply, recommended spare parts, and the service organization which is reasonably convenient to the project site. The manual shall be complete in all respects for equipment, controls, accessories, and associated appurtenances provided. Submit an electronic copy of Operation and Maintenance Manuals with all documents scanned to PDF format on a CD-ROM disk.

Furnish manufacturer's operating instructions for the principal item of mechanical and electrical components, for use by operating personnel. A copy shall be provided in each of the three operations manuals. The fourth copy shall be laminated between thermoplastic sheets and affixed where directed by COR adjacent to each item of equipment. Operating instructions shall not fade when exposed to sunlight and shall be secured to prevent easy removal or peeling. The operating instructions shall include wiring diagrams, control diagrams, and control sequences for each principal item of equipment.

The instructions shall describe the functions of the equipment, its most economical operation, start-up and shut-down procedures, procedures to follow in the event of failure, normal maintenance practices, and caution and warning notices.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

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DIVISION 03 CONCRETE

Section 03 30 00 CAST IN PLACE CONCRETE – Page 1 of 4 USCG Station Port Canaveral, FL.

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SECTION 03 30 00

CAST-IN-PLACE CONCRETE

1.01 SCOPE OF WORK: This section applies to all work required for construction of a tower foundation.

1.02 APPLICABLE PUBLICATIONS: The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only.

AMERICAN CONCRETE INSTITUTE (ACI):

ACI 301-89 Specifications for Structural Concrete for Buildings ACI SP-66 (2004) ACI Detailing Manual ACI 315-80 (86) Details and Detailing of Concrete Reinforcement ACI 318 (2014; Errata 3-4 2015) Building Code Requirements for Structural Concrete and Commentary

AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM):

A615-93 Deformed and Plain Billet-Steel Bars for Concrete Reinforcement C33-93 Concrete Aggregates C94-94 Ready-Mixed Concrete C150-94 Standard Specification for Portland Cement

C309-93 Standard Specification for Liquid Membrane-Forming Compounds for Curing Concrete

C1107 (A-91) Packaged Dry, Hydraulic-Cement Grout (Nonshrink)

1.03 DELIVERY AND STORAGE:

A. Reinforcement: Store reinforcement in a manner that will avoid excessive rusting or coating with grease, oil, dirt, and other foreign or objectionable materials. Store in separate piles or racks so as to avoid confusion or loss of identification after bundles are broken. Reinforcement shall NOT be stored directly on the ground surface.

B. Ready-Mix Concrete: Do not have concrete delivered until forms, reinforcement, embedded items, and chamfer strips are in place and ready for concrete to be placed.

1.04 SUBMITTALS: Submit the following in accordance with Section 01 33 00, "Submittal Procedures":

A. Certificates of Compliance:

1. Submit mill test certificates identifying chemical analysis and physical properties of each load of reinforcing steel delivered to the job site, conformance with the specifications herein.

B. Mix Design: Submit a certified concrete mix design for each concrete strength requirement as indicated for approval by the Contracting Officer 21 days prior to pouring concrete. Show cement, water/cement ratio, fly ash, admixtures, or pozzolan by percentage, weight and class when used.

Submittal shall clearly indicate where each mix design will be used, when more than one mix design is submitted. Submit test reports with mix design certifying mix design meets required strengths. Tests shall have been conducted and confirmed within the previous 6 months.

C. Shop Drawings:

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1. Reinforcing Steel: Submit shop drawings for the concrete platform showing compliance with ACI

301, Chapter 5, ACI 315 and ACI SP-66. Indicate bending diagrams, assembly diagrams, splicing and laps of bars, shapes, dimensions, details of reinforcing accessories, and concrete cover.

D. Concrete Batch Tickets:

1. Submit original, signed concrete batch tickets for each concrete delivery. Delivery Tickets shall show all information required by ASTM C94.

PART 2 MATERIALS

2.01 CONCRETE: Conform to ASTM C94. Concrete shall have a minimum 28-day compressive strength of 5,000 psi. Slump at delivery shall be between 3" to 5". Concrete mix design shall be the responsibility of the concrete manufacturer and shall be in accordance with the approved mix design.

Under no circumstances shall any admixtures containing calcium chloride be used.

A. Portland Cement. ASTM C150 Type III. Use one brand throughout project.

B. Water: shall be clean, fresh and potable.

C. Aggregate: Conform to ASTM C33, except as modified herein. Furnish aggregate for exposed concrete surfaces from one source. Aggregates shall not contain any substance which may be deleteriously reactive with the alkalies in the cement.

2.02 REINFORCEMENT: Reinforcing bars shall be deformed billet steel and conform to ASTM A615, Grade 60.

PART 3 EXECUTION

3.01 PROTECTION: Install barricades and other safety features wherever form work is exposed to prevent entry by station personnel or residents.