Attachment 1 - Technical Specification.pdf

Orlando Office | The Day Building | 605 East Robinson Street, Suite 750 | Orlando, FL 32801 TRACES Office |14655 S.C. Phillips ParkwayFAC 1708 | Hangar R, Southside CCAFS, FL 32920

DBEH 20-1521

Restore Shoreline at Complex 46, CCSFS

100% Submittal

7/28/2021

Cape Canaveral Space Force Station

Prime Consultant:

Rhodes+Brito Architects

605 E. Robinson Street, Suite 750 Orlando, FL 32801

Sub-Consultants:

Olsen Associates, Inc.

2618 Herschel Street

Jacksonville, FL 32204 USA

Nelson Engineering Co.

5455 N Courtenay Pkwy Merritt Island, FL 32953

TECHNICAL SPECIFICATIONS

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00.00 30 10/14 SUMMARY OF WORK

01 33 00 08/18 SUBMITTAL PROCEDURES

01 35 26 11/15 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 02/19 SOURCES FOR REFERENCE PUBLICATIONS

01 57 19 11/15 TEMPORARY ENVIRONMENTAL CONTROLS

01 74 19 02/19 CONSTRUCTION WASTE MANAGEMENT AND

DISPOSAL

01 75 00.00 30 02/18 PHYSICAL SURVEY REQUIREMENTS

01 78 00 05/19 CLOSEOUT SUBMITTALS

DIVISION 03 - CONCRETE

03 30 53 05/14 MISCELLANEOUS CAST-IN-PLACE CONCRETE

DIVISION 26 - ELECTRICAL

26 05 00.00 40 11/20 COMMON WORK RESULTS FOR ELECTRICAL

DIVISION 31 - EARTHWORK

31 00 00 08/08 EARTHWORK

31 05 19 08/08 GEOTEXTILE

31 62 21 11/08 PILING: COMPOSITE, WOOD AND CAST

IN-PLACE CONCRETE

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 31 13 11/16 CHAIN LINK FENCES AND GATES

32 92 19.00 30 02/18 DUNE VEGETATION PLANTING

32 92 23 04/06 SODDING

Attachment I - UES - Geotech LC46 Shoreline Attachment II - Site Photos-opt

-- End of Project Table of Contents --

Restore Shoreline at Complex 46, CCAFS DBEH 20-1521

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00.00 30

SUMMARY OF WORK

10/14

PART 1 GENERAL

1.1 SUMMARY

1.2 PROJECT DESCRIPTION

1.2.1 Civil/Site

1.2.2 Structural

1.2.3 Electrical

1.2.4 Existing Conditions

1.2.4.1 Topographic/Bathymetric Conditions

1.2.4.2 Ground Photography

1.2.4.3 Soil Conditions

1.2.4.3.1 Hazardous Materials

1.3 REFERENCES

1.4 SUBMITTALS

1.5 CONTRACT DRAWINGS

1.5.1 Layout of Work and Elevations

1.6 WORK SCHEDULING

1.6.1 Requirements

1.7 OCCUPANCY OF PREMISES/ACCESS REQUIREMENTS

1.7.1 Facility Contents

1.7.1.1 Responsibilities

1.7.1.2 Maintain Clean Work Areas

1.7.1.3 Damage to Existing Equipment

1.7.1.4 New Material and Construction Equipment

1.7.2 Construction Area Access and Control

1.7.2.1 Access and Control Requirements

1.7.3 Vehicle Parking

1.7.3.1 Requirements

1.8 STORAGE, TRANSPORTATION AND PROTECTION

1.8.1 Storage

1.8.2 Protection

1.8.3 Transportation

1.8.4 Hazardous Materials

1.8.5 Site Protection Plan

1.9 GOVERNMENT-FURNISHED EQUIPMENT - None

1.10 ON-SITE PERMITS

1.10.1 Utility Outage Requests and Connection Requests

1.10.1.1 Requirements

1.10.2 Protection of Work

1.10.3 Burn Permits

1.11 SALVAGE AND DISPOSAL OF MATERIAL AND EQUIPMENT

1.11.1 Removal

1.11.2 Housekeeping

1.11.3 Salvage of Material And Equipment

1.11.3.1 Salvage Items

1.11.4 Waste Disposal

SECTION 01 11 00.00 30 Page 1 7/28/21

1.11.5 Cleanup

1.11.6 Salvage And Disposal Record Keeping

1.12 RADIO FREQUENCY MANAGEMENT PROCEDURES

1.13 COMMUNICATION SECURITY (COMSEC)

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 ACCESS REQUIREMENTS

3.1.1 Construction Site Requirement

3.1.2 Space Force Restricted Area Requirements (Yellow & White

Restricted Unescorted Badge)

3.1.3 Project Range Safety Risk Assessment

3.2 CCSFS VEHICLE INSPECTION

3.3 CCSFS DELIVERIES

3.3.1 Non-Hazardous Deliveries

3.3.2 Hazardous Deliveries

3.4 RESPONSIBILITIES

3.5 EXCAVATION

3.5.1 Dig/Utility Locate Permit Requirements

3.5.1.1 Location of Buried Structures and Utility Lines

3.5.1.2 Excavation, Trenching, and Backfilling

3.5.1.3 Cutting of Roads, Streets, Driveways, and Paved Areas

3.5.2 Restrictions

3.5.3 Temporary Shoring, Bracing and Supports

3.5.4 Barricades

3.6 LAND SURVEYING REQUIREMENTS

3.6.1 Contractor Provided Survey Support

3.6.1.1 Horizontal Reference Datum

3.6.1.2 Vertical Reference Datum

3.7 HOISTING AND LIFTING

3.7.1 Lifting Operation Plan

3.8 QUALITY CONTROL

3.8.1 Licenses

3.8.2 Quality Control Manager

3.8.3 Government Inspection/Approval

3.8.4 Inspection Files

3.9 SUPERINTENDENT

3.10 CONSTRUCTION SCHEDULING REQUIREMENTS

3.10.1 Contractor Coordination Meetings

3.10.2 On-Site Construction Sequence

-- End of Section Table of Contents --

SECTION 01 11 00.00 30 Page 2

SECTION 01 11 00.00 30

SUMMARY OF WORK

10/14

PART 1 GENERAL

1.1 SUMMARY

The work to be performed under this project is located at Cape Canaveral Space Force Station. Cape Canaveral Space Force Station is located at the end of State Road 401, north of Port Canaveral.

The work to be performed under this project consists of providing the labor, equipment and materials to construct shoreline stabilization along approximately 1,520 feet of ocean shoreline at SLC46. The project includes furnishing all materials, survey and labor to construct approximately 1,650 feet of sheetpile wall, rock boulders, gravel and sand fill, geotextile, excavation and delivery of sand fill from designated beach borrow area at the Port Canaveral north jetty, dune, and upland vegetation, relocation of electrical-communication utilities, and relocation and replacement of security fencing .

1.2 PROJECT DESCRIPTION

The purpose of this project is to provide structural shoreline stabilization with attendant sand fill and vegetation, along the ocean shoreline of Space Launch Complex 46 (SLC46) at Cape Canaveral Space Force Station in Brevard County, Florida.

As described herein, construction work activity upon the sand beach (including the SLC46 project site and sand borrow area) is restricted to 1 November to 30 April, with additional restrictions pursuant to environmental monitoring (performed by the Government) from 1-31 November and from 1 March to 30 April.

1.2.1 Civil/Site

The project will involve excavation along the eastward side of the sheet pile wall to allow for the placement of rock boulder rip-rap (1.5' to 3.5' diameter) upon a geotextile along the seaward face of the sheet pile wall at elevation -0.5 ft and + 1.7 ft (NAVD'88) to elevation +6.5 ft, and to approx. 10-12 ft from the wall. The rock boulders will be chinked and backfilled with the excavated soil, and/or sand from the beach borrow source adjacent to the Port Canaveral north jetty. All work shall be conducted landward of and above the Mean High Water shoreline.

Sand fill shall be placed to the elevations and grades as designated in the drawings both east and west of the sheet pile wall. Sloping soil backfill shall be placed west of the wall, and beach compatible sand shall be placed east of the wall, both sides graded according to the drawings.

On the eastward side of the wall, dune vegetation shall be planted above +8.0 ft (NAVD'88) to the wall.

Sand fill may be that which has been excavated for placement of the rock boulder rip-rap, excavated from the north jetty borrow area at CCSFS (or from an alternative approved upland sand source, if so approved by the

SECTION 01 11 00.00 30 Page 3

Government). Excavation of sand from the existing beach along the SLC46 work area (except that sand excavated directly within the footprint of the works) is NOT permitted as a source of fill material.

On the landward (west) side of the wall, a gravel pad with geotextile base will be installed beginning at the wall and extending approximately 14 feet along the slope, as shown in the drawings. The primary function of this pad is to provide drainage in the event of waves overtopping the sheet pile wall, and may also accommodate vehicles NOT larger than 1/2 ton pickup trucks. Landward of the gravel pad, the soil backfill will be vegetated with grass to intersection with existing grade.

The existing security fence along the project area shall be removed, relocated and replaced such that it is landward of the completed sheet pile wall cap as indicated in the drawings. Utility relocation will also be required of the Contractor.

1.2.2 Structural

A sheet pile wall of heavy-grade vinyl or fiber-reinforced-polymer (FRP) with steel reinforced concrete pile cap of approximately 1,650 lineal feet shall be installed adjacent to SLC46 to provide shoreline stabilization in the event of extreme erosion of the beach. The sheet pile wall and steel-reinforced concrete cap shall be installed such that the finished cap elevation is at or about +12.0 ft (NAVD'88).

1.2.3 Electrical

The electrical design modifies the existing distribution system by providing new conductors, conduit and pull boxes as required from existing East Tower Panelboard to supply existing lightning detection equipment.

The existing power conduit will be intercepted and connected to a new in-ground junction box to splice existing conductors with new conductors from East Tower Panelboard using listed, insulated connectors suitable for submersion in water. New conductors will be connected to existing spare circuit breaker in East Tower Panelboard using reduction lugs as necessary. The electrical design includes the demolition of existing electrical panel including all conduits and conductors back to existing disconnect and mounting equipment.

1.2.4 Existing Conditions

1.2.4.1 Topographic/Bathymetric Conditions

Existing topographic data and section views and aerial photography are presented in the drawings and describe the elevations and conditions of the site per the dates indicated in the drawings. Actual conditions at the time of construction will vary and are to be determined by the Contractor prior to construction.

1.2.4.2 Ground Photography

Representative ground photographs of the general work area are presented in Attachment II.

1.2.4.3 Soil Conditions

A subsurface soils report prepared by Universal Engineering Sciences Inc.

(dated 3 April 2020) is included in Attachment I. This report describes

SECTION 01 11 00.00 30 Page 4 five (5) SPT borings to depths of 7 to 50 feet below existing grade as boring locations SB-1 through SB-5, as indicated on plans. Soil at the project site is comprised of mostly fine sand and broken shell, with trace roots near the surface.

1.2.4.3.1 Hazardous Materials

Subsurface borings SB-2 and SB-3 were terminated at depths of 8.5 and 7 feet below grade, respectively, due to the possibility of potential petroleum impacted soils. The subsurface soils investigator recommends that additional borings should be drilled within the central portions of the proposed sheet pile wall alignment, prior to installation. Encounter of petroleum contaminated soils or hazardous materials is described in these specifications.

1.3 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

45TH SPACE WING (SWI)

45 SWI 31-1 Integrated Defense Plan

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 101 (2015; ERTA 2015) Life Safety Code

U.S. AIR FORCE (USAF)

AFI 17-220 (2013) Spectrum Management

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1910 Occupational Safety and Health Standards

29 CFR 1926 Safety and Health Regulations for Construction

1.4 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control information only. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES in sufficient detail to show full compliance with the specification:

SD-01 Preconstruction Submittals

Submit the following items to the Contracting Officer:

Lifting Operation Plan ; G

SECTION 01 11 00.00 30 Page 5

Utility Outage Requests ; G

Connection Requests ; G

Air Force Form 3952 ( AF 3952 ), Chemical/Hazardous Material Request Authorization; G (including all paint)

SOLID WASTE DISPOSAL DIVERSION TRACKING; G

Premises/Access Plan ; G

Storage Area Request ; G

Contractor Survey Record Drawings ; G

Superintendent Contact and Qualifications ; G

1.5 CONTRACT DRAWINGS

The overall features and dimensions & grades of the work area are depicted in the project drawings .

Contract drawings, maps, and specifications will be furnished to the Contractor either hard copy or electronic at the Government's discretion.

Reference publications will not be furnished.

Contractor shall immediately check furnished drawings and notify the Contracting Officer of any discrepancies.

The drawings indicate the general location and arrangement of existing conditions. Field measurements may be necessary to determine the size and quantity of materials. Conditions which are obvious/visible or which should be reasonably anticipated by the Contractor on inspection will not be considered under the Differing Site Conditions clause of this contract.

1.5.1 Layout of Work and Elevations

Dimensions and elevations indicated in the layout of work shall be verified by the Contractor. Discrepancies between the drawings, specifications and/or existing conditions shall be referred to the Contracting Officer in writing, for review, before the affected work is performed. Failure to make notification shall place the responsibility upon the Contractor to carry out the work in a satisfactory and workmanlike manner.

All work shall be LANDWARD of the Mean High Water Line (MHWL) and the typical daily reach of the wave zone; and accordingly exempt from permit requirements of the Department of Army (USACE) and Florida Department of Environmental Protection (FDEP). Note that there is no FDEP Coastal Construction Control Line (CCCL) permit requirement along the work location, and there are otherwise no presently known wetland resources along the work area, landward of the MHWL.

Prior to any construction activity, beyond site preparation clearing and grubbing, the Contractor shall physically stake out the location of the sheet pile wall. Stakes shall be placed at every bend and at no more than 50-foot spacing

SECTION 01 11 00.00 30 Page 6

1.6 WORK SCHEDULING

The first priority (order) of work is the central 500 feet of shoreline stabilization - along points "D-E-F" as shown in the plans - where the existing beach is the most eroded and proximate to SLC46. Work along this area shall be prioritized to the extent allowed by environmental calendar restrictions (see section 01-57-19); else the remainder of the work along the northern 600 feet shall be prioritized (subject to environmental calendar restrictions) until the central work can be completed. The southern 500 feet is of least temporal priority, in terms of project scheduling.

Construction activity along that portion of the work which is upon or immediately proximate to the sand beach is allowed only between 1 November and 30 April, specifically including sheetpile wall baseline location 0+80 through 11+80, and excavation at the sand borrow area adjacent to the Port Canaveral north jetty. No beach work or storage of equipment upon the beach is permitted from 1 May to 31 October. Construction activity along or upon the beach from 1 March through 30 April and 1-30 October is subject to restrictions of early and late season marine turtle nesting monitoring, to be conducted by the Government (see section 01-57-19). No calendar restrictions apply for the remainder of the work, upland of the sand beach area.

Work Schedules for all on-site activities must be reviewed and approved by the Contracting Officer prior to start of the project; and all activities coordinated with the Contracting Officer once work has begun. Due to the critical nature of the work location, all work pertaining to this contract shall be completed with minimal disruption to the operation of Complex 46 .

Contractor shall allow for non-access days where construction activity is prohibited due to hazardous operations or launch activity. When possible, the Government will provide 24 hour notification each time the restrictions are invoked.

1.6.1 Requirements

Working hours are allowed between sunrise and sunset, 7 days per week. If work must be done during periods that are prior to 7:30 AM, after 4:00 PM, and/or on Saturdays, Sundays, and Federal Holidays (collectively termed "other periods", additional Government inspection and Range Support personnel may be required. Notification must be given to the Contracting Officer five working days in advance of intention to work during " other periods " to allow assignment of additional inspection forces when the Contracting Officer determines that they are reasonably available. If such support is reasonably available, the Contracting Officer may authorize work to be performed during periods other than normal duty hours/days. Work beyond normal hours/days may be required for major utility outages. It is to the government's discretion to request copies of contractor inspection records for periods worked on holidays and weekends (FAR 52.246-12 Inspection of Construction).

No construction work shall take place over the Christmas/New Year holiday period. This period will start one full work day before the Federal Christmas holiday and end the first work day after the Federal New Year Holiday. The Contractor may request to work during this time at the discretion of the Contracting Officer, however no base support will be available.

SECTION 01 11 00.00 30 Page 7

If night work is required from 1 May to 31 October between 2100 to 0600 hours, a light management plan must be reviewed and approved through the Contracting Officer and 45 CES Environmental (45 CES/CEIE) at least 65 days prior to night work commencement.

1.7 OCCUPANCY OF PREMISES/ACCESS REQUIREMENTS

Nearby b uilding(s) may be occupied during performance of work under this Contract. Occupancy notifications will be posted in a prominent location in the work area. Contractor shall post warning signs in accordance with OSHA requirements.

Before work is started, the Contractor shall submit a Premises/Access Plan to the Contracting Officer or Representative for approval. The plan shall include a sequence of procedures, means of access, space plan for storage of materials and equipment, and use of approaches, roadways, shoulders, and parking areas .

This plan must comply with NFPA 101 requirements that all exits and exit access must be maintained at all times. Base Fire Department is required to approve any deviations which affect the exiting or exit access from the site .

1.7.1 Facility Contents

1.7.1.1 Responsibilities

The schedule of work shall be closely coordinated with the Contracting Officer. Unless otherwise stated, remove all materials and equipment , as required to perform the work. Any movable or fixed item or equipment, etc., remaining in the work area shall be covered and protected from damage. All relocated items shall also be protected from damage throughout the construction period. After completion of work and prior to final acceptance, replace removed items in their original location.

1.7.1.2 Maintain Clean Work Areas

All work areas shall be kept clean at all times. Contractor shall prevent introduction of dirt or dust into areas adjacent to the work areas as practicable . All materials, tools and equipment shall be thoroughly cleaned prior to being brought into the work areas or adjacent areas.

1.7.1.3 Damage t o Existing Equipment

Any damage must be reported to the Contracting Officer immediately.

Damage to existing materials, equipments, systems, or properties occurring from Contractor activities or neglect, shall, at the sole discretion of the Contracting Officer, be repaired or replaced by the Contractor at no cost to the Federal Government.

1.7.1.4 New Material and Construction Equipment

Only material and construction equipment designated for performance of contract work may be stored at the construction site or located in Government-controlled warehouses or shop facilities.

SECTION 01 11 00.00 30 Page 8

1.7.2 Construction Area Access and Control

1.7.2.1 Access and Control Requirements

Exclusive use or control of any area will not be allowed as the Government must have access to all areas at all times. All work must be scheduled around operational constraints.

1.7.3 Vehicle Parking

1.7.3.1 Requirements

Job and support vehicles for workers will be parked in designated parking areas within reasonable access to the worksite. All vehicle operators must comply with all traffic laws including mandatory seat belt usage, speed limits and hauling restrictions. Contractor shall be responsible for repairing or replacing any facility/grounds damaged areas.

1.8 STORAGE, TRANSPORTATION AND PROTECTION

Contractor travel and delivery routes, laydown (storage) and temporary material storage areas, and work areas, available for the work, are illustrated in the drawings.

1.8.1 Storage

At Government discretion, Contractor may be assigned a dditional storage area upon submitting written Storage Area Request to the Contracting Officer. Contractor's Storage Area Request shall indicate dimensions of trailer, size of storage area, and utilities required. All trailers shall be in good and safe condition. Storage space is normally co-located with construction site, at the Contracting Officer's discretion. Storage areas may require fence and screening as required by Government. Contractor shall secure storage areas during inclement weather situation.

1.8.2 Protection

Store and protect products in accordance with manufacturer's instructions. Store products with seals, labels intact and legible.

Store sensitive products in weather tight, climate controlled, enclosures in an environment favorable to the product. Products acceptable for exterior storage shall be on sloped supports above ground. Contractor shall not use swales, drainage ditches, or any other storm water permitted area to store materials or equipment. If swales, drainage ditches or any other storm water permitted areas must be used for storage, Contractor must get special permission from Contracting Officer.

1.8.3 Transportation

Transport and handle products in accordance with manufacturer's instructions. Promptly inspect shipments to ensure the products comply with requirements, quantities are correct, and products are undamaged.

Protect products subject to deterioration with impervious sheet covering.

Provide ventilation to prevent condensation and degradation of products.

Store loose granular materials on solid flat surfaces in a well drained area. Prevent mixing with foreign materials.

SECTION 01 11 00.00 30 Page 9

1.8.4 Hazardous Materials

Submit an Air Force Form 3952 ( AF 3952 ), Chemical/Hazardous Material Request Authorization if hazardous materials & petroleum product will be used on site. Hazardous Materials & petroleum product containers shall be stored on an impervious surface with containment. Incompatible materials shall be segregated and have separate containment systems. Additional HAZMAT requirements are provided in Section 01 57 19 TEMPORARY

ENVIRONMENTAL CONTROLS.

If Hazardous materials are encountered on the site by the Contractor in the course of construction, the Contractor shall promptly contact Patrick F2F and inform the Contracting Officer of the nature and location of same, and follow the direction of the Contracting Officer in response to such encounter.

1.8.5 Site Protection Plan

Structures, utilities, sidewalks, pavements, and other facilities immediately adjacent to excavations shall be protected against damage.

Contractor shall comply with "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements" and is required to protect areas adjacent to the construction site.

1.9 GOVERNMENT-FURNISHED EQUIPMENT - None

1.10 ON-SITE PERMITS

1.10.1 Utility Outage Requests and Connection Requests

Work shall be scheduled to hold outages to a minimum.

Utility outages and Connection Requests required during the execution of work that affect existing systems shall be arranged at the convenience of the Government, which may require scheduling outside of the regular working hours or on weekends, at no additional cost to the Government.

Each Utility Outage and Connection Requests shall state the system involved, area involved, approximate duration of outage, and the nature of work involved.

1.10.1.1 Requirements

A written request for a utilities outage (electricity, communication, water, compressed air, gas, steam, air conditioning, fire detection and suppression systems, etc.) must be submitted to the Contracting Officer at least 14 calendar days in advance of the desired outage. Approval is required prior to scheduling any outage. All limitations noted on the approved outage authorization shall be carefully observed. A utilities outage without prior approval and coordination is prohibited.

Utility outages affecting fire alarm, fire detection, fire suppression, fire pumps and water supplies to fire protection systems greater than 4 hours will require a fire watch.

Since many systems are critical to facility operations, the number and duration of utility outages shall be kept to an absolute minimum. All work effort shall be coordinated and sufficient manpower, materials, and equipment shall be provided to complete the work within the authorized

SECTION 01 11 00.00 30 Page 10 outage window.

Existing utility services may be interrupted only when approved by the Contracting Officer. The interruption shall be scheduled at a time of minimum demand on the utility, convenient to the Government. Outages on weekends, holidays, or evenings shall be performed at no additional cost to the Government.

Contractor shall make all necessary arrangements to schedule and provide connections to existing utilities and to cause minimum interruption to system operation. All temporary utility hook-ups and disconnects shall be made by the Contractor.

If the Contractor fails to comply with a scheduled outage, the cost to reschedule the outage will be deducted from the final contract payment.

1.10.2 Protection of Work

All construction work requires a Work Clearance Request, AF Form 103.

This permit is processed by the Government and provided to the Contractor. It is required prior to the start of any construction at the project site and must be posted in a conspicuous location on site during all construction activities.

Contractor shall obtain (from technical representative), prepare, and properly complete "Base Civil Engineering Work Clearance Request" AF Form

103. Prior to submitting Form 103 for review and approval, contractor shall mark in white paint all locations requiring utility locates and a commercial utility locate ticket number must be obtained by calling SUNSHINE at 1-800-432-4770. Contractor shall provide coordination for location of buried structures and utility lines before beginning any work involving digging/excavation. Contact the Government Technical Representative to schedule locates prior to any excavation. The Technical representative shall be the first and the last to coordinate on the AF Form 103.

After excavation permit has been obtained and prior to any excavating, verify with Cape Support (853-5211) that there are no "Critical Days" that would prevent excavation.

Contractor shall temporarily halt any machine excavation work or other surface penetration when approaching within 5 feet of the existing utility line until the Contractor has exposed the utility line by hand excavation to fix its location.

1.10.3 Burn Permits

Burn permits are required for any spark,flame, or welding activity. Burn Permits shall be obtained thru Cape Support (853-5211) .

Permits shall be posted at a conspicuous location in the construction area.

Burning of trash or rubbish is not permitted on any USAF facility.

SECTION 01 11 00.00 30 Page 11

1.11 SALVAGE AND DISPOSAL OF MATERIAL AND EQUIPMENT

1.11.1 Removal

Remove and/or relocate only those materials or items of equipment specifically indicated in the drawings and specifications. Removal operations shall be performed in such a manner that adjacent areas, installed equipment, or existing utilities are not damaged. Repair all openings that occur due to removal or demolition operations to match adjacent, existing surfaces. Any damage incurred during removal operations shall be repaired at no additional cost to the Government.

1.11.2 Housekeeping

Sufficient personnel and equipment shall be provided to ensure compliance with all housekeeping requirements. Work will not be allowed in those areas that do not comply with the requirements of Section 14.C of EM 385-1-1 . Job sites are to be kept clean on an ongoing, daily basis.

All areas are to be thoroughly cleaned prior to leaving the jobsite at completion of project work.

1.11.3 Salvage of Material And Equipment

All salvageable materials or items to be removed shall remain the property of the Federal Government. Salvageable items are listed below in the paragraph entitled, "Salvage Items". Salvageable items shall be transported to and deposited at the Defense Logistics Agency Office - Disposition Services (DLA) collection point Building 1623, Cape Canaveral Space Force Station at the contractor's expense. Coordinate with the Contracting Officer and DLA Disposition Service Representative for required documentation prior to transportation for disposal.

Salvageable material must be segregated and separated into categories before transport. Material shall be palletized and secured onto pallets or moveable by forklift (maximum 10,000 lbs). For material that is not palletized, it will be the responsibility of the Contractor to provide labor support for material removal.

Deliveries to DLA shall be scheduled through the Contracting Officer a minimum of 72 hours in advance. All salvageable items delivered to DLA shall be accompanied by a properly prepared DD Form 1348. This form will be furnished by the Contracting Officer. A signed copy by DLA reflecting the turn in materials shall be furnished to the Contracting Officer.

Contractor shall maintain property control records for material or equipment designated as salvage. Contractor's system of property control may be used if approved by the Contracting Officer. Contractor shall be responsible for storage and protection of salvaged materials and equipment until disposition by the Contracting Officer.

Material to be salvaged and reinstalled by the Contractor shall be protected during removal and stored to prevent damage.

For reference purposes salvageable is defined as: items, material, equipment which can be refitted, reworked, and restored and put to use or sold. The Contracting Officer shall have sole discretion as to determining whether any particular item is salvageable.

SECTION 01 11 00.00 30 Page 12

1.11.3.1 Salvage Items

The following equipment and materials shall be salvaged for the Government:

a. Metal Warning Signs

b. Chain link fencing posts and fabric

Any additional items shall be inspected by the Contracting Officer to determine whether salvageable or debris. All salvageable materials shall be delivered to the DLA facility within Cape Canaveral Space Force Station at Contractor's expense. Salvageable material delivery shall also be accompanied by a properly prepared DD Form 1348.

1.11.4 Waste Disposal

Non-salvageable material, debris, and cleared vegetation shall be removed from work areas and disposed of daily. Contractor shall dispose of Construction and Demolition (C&D) material at a State approved disposal site.

Refer to Section 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS for further waste disposal and record keeping requirements.

1.11.5 Cleanup

All waste materials, except indicated salvaged items, generated by the construction shall be hauled off U.S. Government property at the end of each work day and deposited at a disposal site selected by the Contractor. Disposal shall be in accordance with federal, state, county and city ordinances and at the expense of the Contractor.

Upon completion of the construction each day, the Contractor shall leave the work premises in a clean, neat and workmanlike condition, satisfactory to the Contracting Officer.

1.11.6 Salvage And Disposal Record Keeping

Contractor shall maintain and submit quarterly and at the completion of the project the SOLID WASTE DISPOSAL DIVERSION TRACKING form to the Contracting Officer of all materials removed from the job site. This inventory shall include waste materials disposed in landfills and materials reused on the job, sold for salvage and recycled.

1.12 RADIO FREQUENCY MANAGEMENT PROCEDURES

The following procedures shall be followed in obtaining radio frequency authorization:

The policy and procedures contained in AFI 17-220 shall be followed to obtain frequency allocation approval of electronic devices and USAF Radio Frequency Assignment.

1.13 COMMUNICATION SECURITY (COMSEC)

Government telecommunications networks are continually subject to interception by hostile/unfriendly intelligent organizations. Therefore, the DOD has authorized the military departments to conduct COMSEC monitoring and recording of telephone calls from, or terminating at, DOD

SECTION 01 11 00.00 30 Page 13 organizations. Contractor shall assume the responsibility for ensuring frequent dissemination of this information to all employees dealing with official DOD information.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.1 ACCESS REQUIREMENTS

3.1.1 Construction Site Requirement

All on-site project work is confined to non-restricted areas. That is, no restricted area badge shall be necessary to accomplish the on-site work.

However, normal access requirements into Cape Canaveral Space Force Station (CCSFS) must still be accomplished.

3.1.2 Space Force Restricted Area Requirements ( Yellow & White Restricted Unescorted Badge)

In order for Contractor personnel to enter restricted areas, a Restricted Area Badge for the area is required. Those individuals not in possession of a Restricted Area Badge (RAB) must remain under the surveillance of the escorts at all times while working in the restricted area. Escorts are subject to having their base access privileges revoked if it is found that they are not in visual contact with the employees they are escorting. The required responsibilities and duties of an escort shall be adhered to by all Contractor and subcontractor personnel. 45 SWI 31-1 and Restricted Area Badge Processing Guide outline the requirements and procedures in obtaining a restricted area badge.

Contingent upon the location and nature of the work, a construction site "Free Zone" may be established by the Commander of the restricted area site. If the area is designated as a construction site "Free Zone", only normal access requirements will apply.

3.1.3 Project Range Safety Risk Assessment

The project operations may fall within or require access through an Explosives Clear Zones (ECZ) denoting storage and/or operations involving the potential exposure to explosive items. If this occurs, 45 SW Weapons Safety (SEW) and Civil Engineering Squadron will assist the contractor in developing a Deliberate Risk Assessment(RA) to identify, access, develop controls, implement controls, and supervise. Upon acceptance by the contractor and concurrence of CES and SEW, the contractor will comply with the terms of the RA and ensure the controls are implemented. The "PERMIT(S)/ENVIRONMENTAL AND 45SW ACTIONS" box on the project plans, cover sheet will denote occurrence of this project requirement.

3.2 CCSFS VEHICLE INSPECTION

The Oversized Vehicle Search Area is located on State Road 401 near the Visitor Control Center. Manned Operating hours are scheduled from 0600-1700. For after hours access, call CCSFS Security Forces at (321) 853-2121 to coordinate entry. Mandatory inspection is required for all:

Commercial Vehicles, Tractor Trailers, Trailers, RVs and Boats. Allow ample time for inspections, especially for the critical delivery period of

SECTION 01 11 00.00 30 Page 14 mixed concrete. The government will not be responsible for rejected batches, caused by Contractor delays. Advance coordination is highly recommended.

3.3 CCSFS DELIVERIES

3.3.1 Non-Hazardous Deliveries

All deliveries of construction material and equipment to job sites (including cement trucks) shall use the CCSFS South Gate for access. To the maximum extent possible, deliveries shall be scheduled between 1000 and 1500 hours to avoid the peak traffic volume times. The driver of each delivery vehicle and their passengers must have the following:

a. A valid photo ID; and

b. A valid bill of lading; and

c. A known delivery point on CCSFS; and

d. An on-base or local phone number and POC to vouch for delivery

Only deliveries that can be verified will be allowed to proceed. Special deliveries, deliveries after normal business hours, or deliveries that cannot negotiate through the barricades must be coordinated in advance.

All delivery vehicles shall be inspected by Security Forces personnel prior to being allowed to proceed onto the installation.

3.3.2 Hazardous Deliveries

Deliveries of fuel, large volume of chemicals, or other hazardous materials shall comply with this section. All hazardous deliveries shall enter through the same gates as non-hazardous delivers and have the information required for non-hazardous deliveries (see subpart entitled "Non-Hazardous Deliveries" of this section). Only deliveries that can be verified will be allowed to proceed. In addition, hazardous deliveries must be scheduled a minimum of 48 hours in advance for escort by Security Forces to and from job site. Contractors shall contact the CCSFS Security at 321-853-2121 to arrange for hazardous delivery escorts. Deliveries that have not arranged in advance for Security Forces escorts will be turned away and must be re-scheduled.

3.4 RESPONSIBILITIES

The Government reserves the right to revoke badging authority, escort authority and/or base access privileges for any person, at any time and for any reason. Contractor understands that the Government has made every attempt to identify potential delays associated with background checks and badging requirements and those delays have been considered in the construction schedule. Delays resulting from the Contractor's failure to follow the badging guidelines above shall not be considered grounds for contract extension or compensation.

3.5 EXCAVATION

3.5.1 Dig/Utility Locate Permit Requirements

Excavation shall be accomplished only after the Dig permit is received and

SECTION 01 11 00.00 30 Page 15 utility locates accomplished and then with extreme caution to prevent damage to the existing buried utilities in the area. All open trenches must comply with OSHA regulations. All excavation must be further approved by daily contact with Cape Support (321-853-5211).

3.5.1.1 Location of Buried Structures and Utility Lines

Accurately locate and stake structures and utility lines indicated by the Government provided Utility Locators on CCSFS. If unidentified underground utilities are encountered during excavation, notify the Contracting Officer and cease operations until they are properly identified.

3.5.1.2 Excavation, Trenching, and Backfilling

Open only those trenches for which material is ready to be placed. As soon as approved by the Technical Representative, trenches shall be backfilled and tamped as required by the drawings and specifications. As a minimum, the topsoil shall be replaced and the disturbed area shall be grassed by dune vegetation, sodding or seeding, watered and maintained for a minimum of 60 calendar days. All excavation shall be in compliance with OSHA regulations. Mark or barricade construction work which may present a hazard.

3.5.1.3 Cutting of Roads, Streets, Driveways, and Paved Areas

Repair roads, streets, and paved parking areas which require surface cutting under this project within 10 calendar days after initial cutting.

The topping shall be a minimum of 2 inches of asphalt and match existing (concrete topping on asphalt areas is not allowed). Mark, barricade, and illuminate construction work on or near roads or streets which may present a traffic hazard per OSHA 29 CFR 1910 . Contractor shall provide signaling, lighting, and barricades in the construction area conforming to the Manual on Uniform Traffic Control Devices, OSHA 29 CFR 1926 .201 and

1926.202. Closures of Streets, parking lots, and other traffic areas will not be permitted unless approved by the Contracting Officer after written request 14 calendar days before the scheduled closure.

3.5.2 Restrictions

Excavation at the work site may be accomplished with machinery only after underground utilities have been identified and with approval by Contracting Officer.

Hand digging is required within five feet of located underground utilities.

Bulldozers shall not be used to push sand or soil backfill directly against the sheet pile wall so as not to impart a horizontal or vertical moment upon the sheet pile wall.

3.5.3 Temporary Shoring, Bracing and Supports

All new excavation and trenching work shall be securely and safely supported during installation with temporary, but substantial, shoring, bracing, hangers and other supports as required by OSHA regulations.

After new work is completed and completely cured (if required) and all permanent fasteners, anchors and supports are properly installed, the temporary supports shall be removed.

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3.5.4 Barricades

Guardrails, fences or other suitable barricades and warning lights shall be placed at all open excavations/trenches which are adjacent to paths, walkways, sidewalks, vehicle parking areas, and other pedestrian or vehicle thoroughfares. Coordinate with 45 CE Environmental prior to placing warning lights.

3.6 LAND SURVEYING REQUIREMENTS

The Contractor shall collect site survey data along the work area for purposes of (a) affirming the pre-construction dune/fill beach plan along the SLC46 sheetpile wall, (b) developing the pre-construction template and expected volume yield of the beach fill sand excavation adjacent to the Port Canaveral north jetty, (c) post-construction (as-built) survey of the SLC46 shoreline stabilization and post-excavation survey of the sand borrow area. The baseline for the project area is the centerline of the sheet pile wall cap and as indicated in the drawings.

The baseline for the north jetty borrow area is depicted in the drawings.

Survey requirements are described in Section 01 75 00.00 30 , PHYSICAL

SURVEY REQUIREMENTS.

The project as-built survey submittal is required to be prepared in two separate datums and as separate submittals. The US Space Force record as-built shall be prepared and depicted in horizontal WGS1984 and vertically EGM96. The federal, state, municipality permit as-built submittal shall be prepared and depicted in horizontal Florida State Plane Coordinates (NAD'83), and vertical NAVD 88. A table shall be provided on each survey denoting benchmarks and control points in both datums.

Land surveying, to include all projections and datum points, shall be required for all modifications affecting civil site plans (e.g., utilities, additions, new construction or storm water modifications). The survey shall be performed by a State of Florida Professional Licensed Surveyor (PLS) and shall be submitted by the Contractor in digital and hard copy format within 15 days of measurement.

3.6.1 Contractor Provided Survey Support

Record drawings shall reflect all civil site developments such as new facility and/or land modifications, external structural changes to aboveground structures, and changes to underground structures and utilities external to facilities located on lands owned by or held in leasehold interest of the federal government.

Information in record drawings shall include, but not be limited to:

Location of all new lines, conduits, valves, fittings, fire hydrants, meters, terminal points using at least two ties to permanent points (manholes, power poles, curbs, or storm water inlets), or GPS coordinates with accuracy to 1 foot or better unless more stringent accuracy requirements are specified in other sections of this contract.

Locate manhole, catch basin, and storm water control structures noting top of rim, inverts, weirs, dimensions and conduit sizes and material entering the structure. An acceptable station and offset system may be used for service lines and fittings only.

Location of new lines from property easement lines or edges of

SECTION 01 11 00.00 30 Page 17 pavement at intervals of 300 feet .

All utility routing and interface changes shall be reflected on the drawings to scale and defined with sufficient dimensions.

Locate with elevation all improvements constructed or modified including but not limited to pavement, striping, curbs, sidewalks, signs, gutters, walls, fences, buildings, pads, open stormwater conveyance systems, stormwater retention/detention ponds, etc.

Elevation information should be adequate to illustrate flow patterns, retention capacity and overflow levels. Ground contours at intervals of 1 foot in elevation shall be shown on unpaved areas of the site on the sketch of survey

Contractor shall facilitate the receipt of surveyed coordinates for facility footprint corners coordinates and underground structures and utilities external to facilities by submitting digital data using the spatial reference identified below to 45 CES through the Contracting Officer within five (5) working days of foundation construction, or open excavation.

Record drawing prints will be drawn at a minimum scale of 1 inch = 100 feet . Areas requiring additional detail shall be enlarged as necessary.

Record drawings shall be provided in digital format (AutoCAD Civil 3D, version 2012 or later). Information should be provided in separate layers/levels as specified by GIS/GeoBase Development Manager and in at least the same degree of separation as the design drawings that were provided. Designation for naming of layers/levels shall adhere to current DOD, A/E/C CAD Standards with strict adherence to layer format. https://cadbim.usace.army.mil/. New like items shall be contained in the same levels to permit easy conversion to ArcGIS layers.

All Civil features contained within the drawing package shall be drawn in ArcGIS layers conforming to the most current SDSFIE schema standard. All applicable attribution will be filled in prior to final delivery. Layers will be in shape file, personal geodatabase or file geodatabase. Upon completion of survey, the as-built drawings will be certified by professional licensed surveyor.

All lines, letters, and details shall be sharp, clean, and fully legible.

5 (Five) reproducible print and one digital copy in an electronic storage media (AutoCAD Civil 3D, version 2012 or later, drawn in ArcGIS layers conforming to the most current SDSFIE schema standard) and PDF of the Contractor Survey Record Drawings are required for submittal.

3.6.1.1 Horizontal Reference Datum

All surveys shall be referenced to WGS1984 17 North UTM (G1674) – 2012 aligned to with ITRF08 (epoch date 2005.0), unless specified otherwise by the GIS/GeoBase Development Manager. All survey drawings and submittals shall likewise indicate the horizontal difference between this datum and NAD'83 at the work sites (within 0.5-ft accuracy); i.e., the correction between the two datums.

SECTION 01 11 00.00 30 Page 18

3.6.1.2 Vertical Reference Datum

All surveys shall be referenced to EGM96, unless specified otherwise by the GIS/GeoBase Development Manager. The survey shall include a description of the reference benchmarks from which the EGM96 has been determined. All survey drawings and submittals shall likewise indicate the vertical difference between EGM96 and NAVD'88 at the work sites (within 0.1-ft accuracy); i.e., the correction between the two datums.

3.7 HOISTING AND LIFTING

3.7.1 Lifting Operation Plan

Contractor shall have a Lifting Operation Plan and procedure that is fully in accordance with the requirements of OSHA regulations, and shall include drawings/sketches of lifting slings, lifting equipment, and tag lines.

The plan shall show weights, center of gravity, and clearances of load over entire lift. Plans shall have details showing any structural mounting of hoisting equipment on sheaves or structural steel, and shall show loading calculations on any such structural mounting showing forces, weights, turning moments, etc. A procedure shall accompany the drawings describing all lifting operations. Use spreader bars wherever necessary to prevent hoisting cables from contacting equipment/material.

3.8 QUALITY CONTROL

It is the Contractor's responsibility to provide, inspect and document the level of quality that has been established by all applicable standards, codes and guidelines. The Contractor shall use skilled workers, an adequate number of which are thoroughly trained and have a minimum of 3 years experience in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for the proper performance of the work in each section of these specifications.

Contractor shall submit Superintendent Contact and Qualifications to the Contracting Officer.

3.8.1 Licenses

Contractor or their subcontractors shall be licensed by the State of Florida or have an equivalent out-of-state license in all areas applicable to this contract or as otherwise stated elsewhere in this contract.

Copies of licenses and certificates shall be provided to the Contracting Officer. Asbestos Abatement Contractor shall be licensed by the State of Florida.

3.8.2 Quality Control Manager

The Quality Control Manager shall direct the execution of the Contractor's approved Quality Control Plan with exclusive responsibility for administration of the plan and inspections of work. The Quality Control Manager shall be available during normal duty within thirty (30) minutes after notification to meet with the Contracting Officer, or designated representative. The Quality Control Manager shall be a different individual than the project superintendent.

3.8.3 Government Inspection/Approval

When the Contractor considers that the work is acceptable to the

SECTION 01 11 00.00 30 Page 19

Government and is complete, he/she shall inform the Contracting Officer, or designated representative, and the Government Project Manager that the work is complete and ready for inspections.