Amendment3 Attach_02_COSATB_SPECIFICATIONS COMBINED_20191023_20200430 v2.pdf

Robert Peccia and Associates Appendix E prepared by:

Robert Peccia & Associates Helena, MT www.rpa-hln.com

October 23, 2019 prepared for:

REGION 2

PIKE & SAN ISABEL NATIONAL FORESTS

CIMARRON & COMANCHE NATIONAL GRASSLANDS

C o n t r a c t N o. AG‐82X9‐C‐15‐0003 T a s k O r d e r N o. 1282X918F0113

COLORADO SPRINGS

AIRTANKER BASE

Project Specifications http://www.rpa-hln.com/ http://www.rpa-hln.com/

Intentionally Left Blank

SECTION 000107

SEALS PAGE

COLORADO SPRINGS AIRTANKER BASE

PSICC NATIONAL FORESTS AND GRASSLANDS

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SEALS PAGE

COLORADO SPRINGS AIRTANKER BASE

1.1 DESIGN PROFESSIONALS OF RECORD

A. Civil Engineer:

1. Robert Peccia & Associates Inc.

3147 Saddle Drive Helena, MT 59601

(406) 447-5000

Richard Donaldson, PE CO Registration No.: 56225

2. Responsible for Sections 010001, 107516, 311000, 312000, 315000, 321313, 321713, 321723, 330500.

3. Seal:

B. Architect:

1. AndersonMasonDale Architects

3198 N. Speer Boulevard Denver, CO 80211

(303) 294-9448

Joey Carrasquillo, AIA CO Registration No.: B-3349

2. Responsible for Sections 055113, 055119, 055213, 057300; Divisions 06, 07, 10 (except 107516), 12, 13 and 14 sections.

3. Seal:

C. Structural Engineer:

SEALS PAGE

1. Robert Peccia & Associates Inc.

314 7 Saddle Drive Helena, MT 59601

(406) 447-5000

Matt Miller, PE

CO Registration No.: 44670

2. Responsible for Division 03 and Sections 051200, 052100, 053 l 00, 054000, 061000.

3. Seal:

D. Landscape Architect: - Not Applicable

E. Electrical Engineer:

1. The RMH Group, Inc.

12600 W. Colfax A venue Suite A-400 Lakewood, CO 80215

(303) 239-0909

Shara Johnson, PE CO Registration No.: 47675

2. Responsible for all Division 26 sections and Section 283100.

3. Seal:

COLORADO SPRINGS AIRTANKER BASE

PSI CC NATIONAL FORESTS AND GRASSLANDS

000107- 2

SECTION OOOl07

Mechanical Engineer:

1. The RMH Group,Inc.

12600 W. Colfax Avenue Suite A-400 Lakewood, CO 80215

(303) 239-0909

Derek Sarlo, PE CO Registration No.: 45439

2. Responsible for all Division 22 and 23 sections.

3. Seal:

G Technology:

L Branch Pattern 717 lTth Street Denver, CO 80202

(303) 382-1920

Brad Lewis

Responsible for all Division 27 and,28 sections

Seal: Seal not required for low-voltage designs.

END OF SECTION OOO1O7

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SECTION 000150

LIST OF DRAWINGS AND SPECIFICATIONS

COLORADO SPRINGS AIRTANKER BASE 000150 - 1

PSICC NATIONAL FORESTS AND GRASSLANDS LIST OF DRAWINGS

AND SPECIFICATIONS

COLORADO SPRINGS AIRTANKER BASE

LIST OF CONTRACT DRAWINGS

SHEET NUMBER SHEET TITLE

C001 TITLE SHEET

GENERAL DRAWINGS

C-002 CIVIL GENERAL NOTES AND SHEET INDEX

C-003 LEGEND AND ABBREVIATIONS

C-004 SURVEY CONTROL

C-005 CONSTRUCTION ACCESS

C-006 CONSTRUCTION SAFETY/PHASING PLAN

CIVIL DRAWINGS

C-100 EXISTING SITE PLAN

C-101 SITE PLAN

C-102 OPERATIONS BUILDING SITE PLAN

C-103 GEOTECHNICAL BORING LOCATIONS

C-201 SITE GRADING PLAN

C-202 OPERATIONS BUILDING GRADING PLAN

C-203 RETARDANT PAD GRADING PLAN

C-204 WEST ENTRANCE GRADING PLAN

C-301 SITE PAVING PLAN

C-302 SITE SIGNAGE AND STRIPING PLAN

C-303 SIDEWALK AND CURB & GUTTER PLAN

C-304 ENTRANCE PLAN

C-305 ELECTRICAL DETAILS

C-501 CIVIL SITE DETAILS

C-502 CIVIL SITE DETAILS

C-503 CIVIL SITE DETAILS

C-504 RETARDANT MIXING PLANT SCHEMATIC

C-505 PARKING AND STRIPING

C-506 SITE SIGNAGE

C-507 RETARDANT PAD OUTLET VAULT

C-601 ENTRANCE PLAN AND PROFILES

CU-101 SITE UTILITY PLAN

CU-201 STORM WATER PLAN

CU-202 STORM DRAIN AND PROFILES

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PSICC NATIONAL FORESTS AND GRASSLANDS LIST OF DRAWINGS

AND SPECIFICATIONS

CU-203 STORM DRAIN OUTLET PLAN AND PROFILE

CU-204 STORM DRAIN DETAILS

WATER CONSTRUCTION PLAN DRAWINGS

CU-400 WATER CONSTRUCTION PLAN COVER

CU-401 LEGEND, ABBREVIATIONS, AND SHEET INDEX

CU-402 UTILITY GENERAL NOTES

CU-403 WATER SITE PLAN

CU-404 WATER MAIN PLAN AND PROFILE

CU-405 WATER MAIN CONNECTION AT RETARDANT PAD

CU-406 FIRE HYDRANT BRANCH LINE PLAN AND PROFILE

CU-407 CIVIL DETAILS

UTILITY SERVICE CONSTRUCTION PLAN DRAWINGS

CU-500 UTILITY SERVICE CONSTRUCTION PLAN COVER

CU-501 LEGEND, ABBREVIATIONS, AND SHEET INDEX

CU-502 UTILITY GENERAL NOTES

CU-503 UTILITY SERVICE SITE PLAN

ARCHITECTURAL DRAWINGS

AG-100 INDEX & ABBREVIATIONS

AG-101 OPERATIONS BLDG CODE ANALYSIS & CODE PLANS

AG-102 RETARDANT BLDG CODE ANALYSIS & CODE PLANS

A-101 LEVEL 1 FLOOR PLAN

A-102 LEVEL 2 FLOOR PLAN

A-103 ROOF PLAN

A-111 LEVEL 1 REFLECTED CEILING PLAN

A-112 LEVEL 2 REFLECTED CEILING PLAN

A-121 ROOM FINISH SCHEDULE AND FINISH PLANS

A-201 EXTERIOR ELEVATIONS

A-202 EXTERIOR ELEVATIONS

A-203 PARTIAL EXTERIOR ELEVATIONS

A-211 BUILDING SECTIONS

A-212 BUILDING SECTIONS

A-221 PERSPECTIVES

A-222 PERSPECTIVES

A-401 ENLARGED PLANS AND SECTIONS – EXTERIOR STAIR

A-402 ENLARGED PLANS - INTERIOR STAIR AND ELEVATOR

A-403 ENLARGED SECTIONS - INTERIOR STAIR AND

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PSICC NATIONAL FORESTS AND GRASSLANDS LIST OF DRAWINGS

AND SPECIFICATIONS

ELEVATOR

A-410 TA FIXTURE / ACCESSORY MOUNTING HEIGHT SCHED.

A-411 ENLARGED RR PLANS AND ELEVATIONS

A-412 ENLARGED RR PLANS AND ELEVATIONS

A-413 ENLARGED RR PLANS AND ELEVATIONS

A-421 ENLARGED PLANS AND ELEVATIONS - KITCHEN

A-422 ENLARGED PLANS AND ELEVATIONS - LAUNDRY

A-423 INTERIOR ELEVATIONS

A-424 INTERIOR ELEVATIONS

A-425 INTERIOR ELEVATIONS

A-426 INTERIOR ELEVATIONS

A-427 INTERIOR ELEVATIONS

A-428 INTERIOR ELEVATIONS

A-429 INTERIOR ELEVATIONS

A-430 INTERIOR ELEVATIONS

A-431 INTERIOR ELEVATIONS

A-501 DOOR AND CASEWORK SCHEDULE

A-511 WINDOW SCHEDULE

A-521 DOOR DETAILS

A-531 SIGN TYPE SCHEDULE

A-601 EXTERIOR WALL & ROOF ASSEMBLIES

A-602 PARTITION TYPES

A-603 PARTITION TYPES

A-611 WALL SECTIONS

A-612 WALL SECTIONS

A-613 WALL SECTIONS

A-614 WALL SECTIONS

A-615 WALL SECTIONS

A-621 STAIR DETAILS

A-631 PLAN DETAILS

A-641 SECTION DETAILS

A-642 SECTION DETAILS

A-643 DETAILS

A-651 OPENING DETAILS

A-652 OPENING DETAILS

A-661 INTERIOR MILLWORK DETAILS

A-662 INTERIOR DETAILS

AS-101 LEVEL 1 FLOOR PLAN AND AXONOMETRICS

AS-103 ROOF LEVEL PLAN

AS-111 LEVEL 1 REFLECTED CEILING PLAN

COLORADO SPRINGS AIRTANKER BASE 000150 - 4

PSICC NATIONAL FORESTS AND GRASSLANDS LIST OF DRAWINGS

AND SPECIFICATIONS

AS-201 EXTERIOR ELEVATIONS & BUILDING SECTIONS

AS-401 ENLARGED PLANS

AS-411 INTERIOR ELEVATIONS

STRUCTURAL DRAWINGS

S-100 STANDARDS

S-101 GENERAL STRUCTURAL NOTES

S-102 GENERAL STRUCTURAL NOTES

S-200o OPERATIONS BLDG AXON VIEWS S-201o OPERATIONS BLDG FOUNDATION PLAN S-202o OPERATIONS BLDG SECOND FLOOR FRAMING PLAN S-203o OPERATIONS BLDG ROOF FRAMING PLAN S-204o OPERATIONS BUILDING SLAB PLANS/PARTIAL PLANS S-205o OPERATIONS BLDG FRAMING ELEVATIONS S-201r RETARDANT MIXING PLANT CONTAINMENT SLAB S-200s STORAGE BLDG AXON VIEWS S-201s STORAGE BLDG FOUNDATION PLAN S-202s STORAGE BLDG ROOF FRAMING PLAN

S-300A STANDARD CONCRETE DETAILS

S-300B STANDARD CONCRETE DETAILS

S-300C STANDARD CONCRETE DETAILS

S-301 FOUNDATION DETAILS

S-302 FOUNDATION DETAILS

S-303 FOUNDATION DETAILS

S-304 FOUNDATION DETAILS

S-305 FOUNDATION DETAILS

S-500A STANDARD STEEL FRAMING DETAILS

S-500B STANDARD STEEL FRAMING DETAILS

S-500C STANDARD STEEL FRAMING DETAILS

S-500D STANDARD METAL DECKING DETAILS

S-500E STANDARD METAL DECKING DETAILS

S-501 FRAMING DETAILS

S-502 FRAMING DETAILS

S-503 FRAMING DETAILS

S-504 FRAMING DETAILS

S-505 FRAMING DETAILS

S-506 FRAMING DETAILS

S-507 FRAMING DETAILS

S-508 FRAMING DETAILS

COLORADO SPRINGS AIRTANKER BASE 000150 - 5

PSICC NATIONAL FORESTS AND GRASSLANDS LIST OF DRAWINGS

AND SPECIFICATIONS

S-509 FRAMING DETAILS

S-510 FRAMING DETAILS

S-511 FRAMING DETAILS

S-700 STAIR FRAMING DETAILS

MECHANICAL

M-001 MECHANICAL LEGEND

M-101 FIRST FLOOR MECHANICAL PLAN

M-102 SECOND FLOOR MECHANICAL PLAN

M-103 WAREHOUSE BUILDING MECHANICAL PLAN

M-500 MECHANICAL SCHEDULES

M-501 ENLARGED MECHANICAL ROOM

PLUMBING DRAWINGS

P-101 FIRST FLOOR PLUMBING PLAN

P-102 SECOND FLOOR PLUMBING PLAN

P-103 WAREHOUSE BUILDING PLUMBING PLAN

P-500 PLUMBING SCHEDULES & DETAILS

P-501 PLUMBING ISOMETRICS

P-502 PLUMBING ISOMETRICS

P-503 PLUMBING ISOMETRICS

ELECTRICAL DRAWINGS

E-001 ELECTRICAL LEGEND

E-100 ELECTRICAL SITE PLAN

E-101 FIRST FLOOR POWER PLAN

E-102 SECOND FLOOR POWER PLAN

E-103 WAREHOUSE BUILDING POWER PLAN

E-201 FIRST FLOOR LIGHTING PLAN

E-202 SECOND FLOOR LIGHTING PLAN

E-203 WAREHOUSE BUILDING LIGHTING PLAN

E-500 ELECTRICAL ONE-LINE DIAGRAM

E-501 ELECTRICAL SCHEDULES

E-502 ELECTRICAL SCHEDULES

E-503 ELECTRICAL SCHEDULES

E-504 LIGHTING SCHEDULES

E-600 ELECTRICAL DETAILS

E-601 LIGHTING DETAILS

COLORADO SPRINGS AIRTANKER BASE 000150 - 6

PSICC NATIONAL FORESTS AND GRASSLANDS LIST OF DRAWINGS

AND SPECIFICATIONS

LIST OF CONTRACT SPECIFICATIONS

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

000107 SEALS PAGE

000150 LIST OF DRAWINGS AND SPECIFICATIONS

003132 GEOTECHNICAL DATA

DIVISION 01 - GENERAL REQUIREMENTS

010001 010250

013000 013201.0010 013300 013526 014000 014200 014500.0010 016000 017419

CONSTRUCTION SAFETY AND PHASING PLAN

DEFINITION OF CONTRACT ITEMS AND MEASUREMENT

& PAYMENT

ADMIN, GENERAL, AND SPECIAL REQUIREMENTS

PROJECT SCHEDULE

SUBMITTAL PROCEDURES

GOVERNMENT SAFETY REQUIREMENTS

QUALITY REQUIREMENTS

SOURCES FOR REFERENCE PUBLICATIONS

QUALITY CONTROL

PRODUCT REQUIREMENTS

CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

DIVISION 02 – EXISTING CONDITIONS - NO SPECIFICATIONS FOR THIS DIVISION

DIVISION 03 - CONCRETE

031000 CONCRETE FORMING AND ACCESSORIES

032000 CONCRETE REINFORCING

033000 CAST-IN-PLACE CONCRETE

DIVISION 04 – MASONRY - NO SPECIFICATIONS FOR THIS DIVISION

TECHNOLOGY DRAWINGS

T-001 TECHNOLOGY LEGEND

T-002 TECHNOLOGY GENERAL NOTES

T-100 TECHNOLOGY SITE PLAN

T-101 TECHNOLOGY PLAN - FIRST FLOOR

T-102 TECHNOLOGY PLAN - SECOND FLOOR

T-103 TECHNOLOGY PLAN - STORAGE BUILDING

T-201 TECHNOLOGY RISER DIAGRAMS

T-202 TECHNOLOGY SIGNAL FLOWS

T-301 ENLARGED PLANS AND ELEVATIONS

T-302 ENLARGED PLANS AND ELEVATIONS

T-401 TECHNOLOGY DETAILS

COLORADO SPRINGS AIRTANKER BASE 000150 - 7

PSICC NATIONAL FORESTS AND GRASSLANDS LIST OF DRAWINGS

AND SPECIFICATIONS

DIVISION 05 - METALS

051200 STRUCTURAL STEEL FRAMING

052100 STEEL JOIST FRAMING

053100 STEEL DECKING

054000 COLD-FORMED METAL FRAMING

055000 METAL FABRICATIONS

055113 METAL PAN STAIRS

055119 METAL GRATING STAIRS

055213 PIPE AND TUBE RAILINGS

057300 DECORATIVE METAL RAILINGS

DIVISION 06 - WOOD, PLASTICS AND COMPOSITES

061000 ROUGH CARPENTRY

061053 MISCELLANEOUS ROUGH CARPENTRY

061600 SHEATHING

064116 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

064216 FLUSH WOOD PANELING

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

071113 BITUMINOUS DAMPPROOFING

071326 SELF-ADHERING SHEET WATERPROOFING

072100 THERMAL INSULATION

072119 FOAMED-IN-PLACE INSULATION

072726 FLUID APPLIED MEMBRANE AIR BARRIERS

074113.16 STANDING-SEAM METAL ROOF PANELS

074213.13 FORMED METAL WALL PANELS

076200 SHEET METAL FLASHING AND TRIM

077253 SNOW GUARDS

078413 PENETRATION FIRESTOPPING

078443 JOINT FIRESTOPPING

079200 JOINT SEALANTS

DIVISION 08 - OPENINGS

081113 HOLLOW METAL DOORS AND FRAMES

081416 FLUSH WOOD DOORS

083113 ACCESS DOORS AND FRAMES

083323 OVERHEAD COILING DOORS

084113 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

084413 GLAZED ALUMINUM CURTAIN WALLS

084513 STRUCTURED-POLYCARBONATE-PANEL ASSEMBLIES

088000 GLAZING

088300 MIRRORS

DIVISION 09 – FINISHES

090561.13 MOISTURE VAPOR EMISSION CONTROL

COLORADO SPRINGS AIRTANKER BASE 000150 - 8

PSICC NATIONAL FORESTS AND GRASSLANDS LIST OF DRAWINGS

AND SPECIFICATIONS

092116.23 GYPSUM BOARD SHAFT WALL ASSEMBLIES

092216 NON-STRUCTURAL METAL FRAMING

092900 GYPSUM BOARD

093013 CERAMIC TILING

095113 ACOUSTICAL PANEL CEILINGS

095426 LINEAR WOOD CEILINGS

096513 RESILIENT BASE AND ACCESSORIES

096813 TILE CARPETING

099123 INTERIOR PAINTING

099600 HIGH-PERFORMANCE COATINGS

DIVISION 10 - SPECIALTIES

101423 PANEL SIGNAGE

101426 POST AND PANEL/PYLON SIGNAGE

102113.13 METAL TOILET COMPARTMENTS

102600 WALL AND DOOR PROTECTION

102800 TOILET, BATH AND LAUNDRY ACCESSORIES

104413 FIRE PROTECTION CABINETS

104416 FIRE EXTINGUISHERS

105113 METAL LOCKERS

107516 GROUND SET FLAGPOLES

DIVISION 11: EQUIPMENT - NO SPECIFICATIONS FOR THIS DIVISION

DIVISION 12: FURNISHINGS

122413 ROLLER WINDOW SHADES

123623.13 PLASTIC-LAMINATE-CLAD COUNTERTOPS

123661.16 SOLID SURFACING COUNTERTOPS

123661.19 QUARTZ AGGLOMERATE COUNTERTOPS

DIVISION 13: SPECIAL CONSTRUCTION

133419 METAL BUILDING SYSTEMS

DIVISION 14: CONVEYING EQUIPMENT

142400 HYDRAULIC ELEVATORS

DIVISION 21: FIRE SUPPRESSION - NO SPECIFICATIONS FOR THIS DIVISION

DIVISION 22: PLUMBING

220500 COMMON WORK RESULTS FOR PLUMBING

220523 GENERAL DUTY VALVES FOR PLUMBING PIPING

220529 HANGERS AND SUPPORTS FOR PLUMBING PIPE AND

EQUIPMENT

220700 PLUMBING INSULATION

221000 PLUMBING PIPING SYSTEMS

223000 PLUMBING FIXTURES, EQUIPMENT, AND SPECIALTIES

COLORADO SPRINGS AIRTANKER BASE 000150 - 9

PSICC NATIONAL FORESTS AND GRASSLANDS LIST OF DRAWINGS

AND SPECIFICATIONS

DIVISION 23 – HVAC

230500 COMMON WORK RESULTS FOR HVAC AND PLUMBING

230529 HANGERS AND SUPPORTS FOR HVAC SYSTEMS

230548 WIND AND VIBRATION CONTROLS FOR HVAC

230593 TESTING, ADJUSTING, AND BALANCING FOR HVAC

230700 MECHANICAL INSULATION

230800 START-UP, TESTING, AND COMMISSIONING OF HVAC

WITH COMMISSIONING AGENT

231123 FUEL GAS PIPING AND ACCESSORIES

232300 REFRIGERATION PIPING AND SPECIALTIES

233100 DUCTS AND ACCESSORIES

233400 FANS

233700 AIR OUTLETS AND INLETS

235400 FURNACES

237400 PACKAGED UNITARY UNITS

238126 SPLIT SYSTEM AIR CONDITIONERS

238200 CONVECTION AND VENTILATION UNITS

DIVISION 26 - ELECTRICAL

260010 COMMON WORK RESULTS FOR ELECTRICAL

260519 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND

CABLES

260526 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

260533 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS

260543 UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL

SYSTEMS

260553 IDENTIFICATION FOR ELECTRICAL SYSTEMS

260923 LIGHTING CONTROL DEVICES

262200 LOW-VOLTAGE TRANSFORMERS

262416 PANELBOARDS

262726 WIRING DEVICES

262816 ENCLOSED SWITCHES AND CIRCUIT BREAKERS

264100 FACILITY LIGHTNING PROTECTION

264313 SURGE PROTECTIVE DEVICES FOR LOW-VOLTAGE

ELECTRICAL POWER CIRCUITS

265100 INTERIOR LIGHTING

DIVISION 27 – DATA COMMUNICATIONS

270500 COMMON WORK RESULTS FOR TELECOM

270526 GROUNDING AND BONDING TELECOM

270528 PATHWAYS FOR TELECOM

270536 CABLE TRAYS FOR COMM

271100 COMMUNICATIONS EQUIPMENT ROOM FITTINGS

271200 COMMUNICATION COPPER AND FIBER OPTIC NETWORK

CABLING

COLORADO SPRINGS AIRTANKER BASE 000150 - 10

PSICC NATIONAL FORESTS AND GRASSLANDS LIST OF DRAWINGS

AND SPECIFICATIONS

275116 PUBLIC ADDRESS SYSTEMS

DIVISION 28: ELECTRONIC SAFETY AND SECURITY

281302 281500 282301 283100

AV VIDEO CALL BOX

ACCESS CONTROL

VIDEO SURVEILLANCE SYSTEM

FIRE DETECTION AND ALARM

DIVISION 31 – EARTHWORK

311000 SITE CLEARING

312000 EARTH MOVING

315000 EXCAVATION SUPPORT AND PROTECTION

DIVISION 32 - EXTERIOR IMPROVEMENTS

321216 SEE APPENDIX B FOR Pikes Peak Region Asphalt Paving

Specifications

321313 CONCRETE PAVING

321713 PARKING BUMPERS

321723 PAVEMENT MARKINGS

DIVISION 33 – UTILITIES

330500 COMMON WORK RESULTS FOR UTILITIES

APPENDIX

APPENDIX A GEOTECHNICAL INVESTIGATION

APPENDIX B PIKES PEAK REGION ASPHALT PAVING SPECIFICATIONS

END OF SECTION 000150

003132

GEOTECHNICAL DATA

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003132 - 1

GEOTECHNICAL DATA

DOCUMENT 003132 - GEOTECHNICAL DATA

1.1 GEOTECHNICAL DATA

A. This Document with its referenced attachments is part of the Procurement and Contracting Requirements for Project. They provide Owner's information for Bidders' convenience and are intended to supplement rather than serve in lieu of Bidders' own investigations. They are made available for Bidders' convenience and information. This Document and its attachments are not part of the Contract Documents.

B. Because subsurface conditions indicated by the soil borings are a sampling in relation to the entire construction area, and for other reasons, the Owner, the Engineer, Architect, the their consultants, and the firm reporting the subsurface conditions do not warranty the conditions below the depths of the borings or that the strata logged from the borings are necessarily typical of the entire site. Any party using the information described in the soil borings and geotechnical report shall accept full responsibility for its use.

C. A geotechnical investigation report for Project, prepared by GEOCAL Geosciences & Engineering, dated June 5, 2019, is available for viewing as appended to this Document.

1. The opinions expressed in this report are those of a geotechnical engineer and represent interpretations of subsoil conditions, tests, and results of analyses conducted by a geotechnical engineer. Owner is not responsible for interpretations or conclusions drawn from the data.

2. Any party using information described in the geotechnical report shall make additional test borings and conduct other exploratory operations that may be required to determine the character of subsurface materials that may be encountered.

END OF DOCUMENT 003132

003132

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CONSTRUCTION SAFETY AND PHASING PLAN 010001.1

SECTION 010001

CONSTRUCTION SAFETY AND PHASING PLAN

This document supplements the Plans and Specifications and other Contract Documents prepared for the USDA Forest Service - Colorado Springs Airtanker Base Project. This document aids in identifying all aspects of the construction project that pose a potential safety hazard to airport operations and outlines respective mitigation procedures for each hazard. It provides all information necessary for the Airport Operations department to conduct airfield inspections and expeditiously identify and correct unsafe conditions during construction. The requirements outlined in this Construction Safety and Phasing Plan (CSPP) are developed from Advisory Circular 150/5370-2G.

1. Coordination

Safety Plan Compliance Document (SPCD): Prior to the Pre-Construction meeting, the Contractor will be required to submit a SPCD, as required by the Contract Documents, to the airport operator, describing how they will comply with the requirements in the CSPP and supply any details that could not be determined before contract award. The SPCD outline is attached in Appendix A.

Notice: The Contractor shall provide a minimum of 48 hours’ notice to the Contracting Officer of his desire to perform construction within each area and shall begin operations within these areas only upon receipt of authorization from the Contracting Officer.

Closures: Once work is commenced, Contractor shall steadily and diligently work on the project to ensure completion within specified contract time, or Liquidated Damages will be applied as described in this document.

Prior to beginning construction operations in any areas, all barricades and "temporary" closed markings shall be installed as shown in the Plans or designated by the Contracting Officer.

Airport Operations During Construction: It is the intention of the Owner to complete construction of the improvements within a minimum time period. The Owner will notify the necessary agencies as to the closure of affected operations at the Airport. The Contractor shall notify the Contracting Officer 48 hours in advance of any requested closure, so that the required Notice to Airmen (NOTAM's) can be arranged.

a. Contractor Progress Meetings

The Contractor and all affected parties will be required to meet a minimum of once per week during each week the Contractor is working on site, prior to any closure phasing change, and as necessary to discuss safety operations and changes in phase elements.

These meetings will help assure all construction personnel know of any applicable airport procedures and of any changes to those procedures that may affect their work.

b. Scope or Schedule Changes

Prior to any scope or schedule changes a safety meeting will be held, as necessary, with the Contractor and all affected parties to discuss any safety phase changes or other changes that may affect their work. Any scope or schedule changes that necessitate revisions to the CSPP will require review and approval by the airport operator and the FAA.

CONSTRUCTION SAFETY AND PHASING PLAN 010001.2

c. FAA ATO Coordination

FAA Air Traffic Organization (ATO) will be notified of all conditions that may adversely affect the operational safety of the airport via Notices to Airmen (NOTAM) and other methods, as appropriate. There are no anticipated improvements that will require a reimbursable agreement or flight inspection as part of this project.

2. Phasing

Plan: The construction phasing plan only includes two phases. The area of construction for this project has no adverse impacts to mitigate due to construction within aeronautical operational surfaces. Strict adherence to the provisions of the construction operations phasing plan by all personnel assigned to or visiting the construction site is mandatory for all construction projects.

In the event Contractor activities are not in conformance with the provisions of the construction operations plan, the Contractor shall immediately cease those operations violating provisions of the construction operations plan and conduct a safety meeting. The construction operations plan is open to input at safety meetings, but the Contracting Officer and ATO have the final determination of safe operations. The Contracting Officer may direct the Contractor, in writing, to immediately cease those operations involved in the violation of the provisions of this Construction Safety and Phasing Plan. The Contractor shall not resume construction operations until an appropriate action is taken as determined by the Resident Contracting Officer.

Although aircraft emergencies are quite rare, should one occur during the project, it is expected that lifesaving measures will take precedence over the convenience and expense of the Contractor.

On-going operations shall be kept neat and cleaning shall be continuous, so any required clean-up for use by an aircraft in distress will be minimal. Any costs for Contractor delays or inconvenience will be considered incidental costs of the project with no additional compensation by the Owner.

CONSTRUCTION SAFETY AND PHASING PLAN 010001.3

a. Phase Elements

Construction Activity

Impact on

AOA*

Planned Closure

Method of Marking Detours Commun-ications

Conditions for Closure

Phase I – Grading, de-icing apron, access taxiway, storm drain and utilities construction by other contractor.

De-icing project will begin before the USFS project. The Phase I area will be fenced by the Colorado Springs Airport’s contractor. The apron contractor and USFS contractor will occupy the same construction areas encompassed by the Phase I fence.

As the apron project concludes, the contractor will reduce the fenced area to the Phase II area. USFS contractor will be required to maintain the Phase II fencing and then remove / stockpile the fencing at the conclusion of the project. The Airport has a separate construction safety phasing plan associated with their project. Their projects requires some AOA closures. All contractors will be required to closely coordinate their safety and phasing plans throughout their projects.

Phase II – Construct:

USFS Operations Building; Retardant Storage Building;

Concrete Retardant Containment Slab;

paved access and parking, utilities and other miscellaneous improvements

None None Fencing around the perimeter of the construction site.

None NOTAM Adjacent Construction in progress

*AOA = Airport Operations Areas NOTAM = Notice to Airmen

b. Construction Safety Drawings

The Construction Safety Drawings, titled “Construction Safety / Phasing Plan” and “Construction Access”, are included in the Construction Plans.

3. Areas and Operations Affected by the Construction Activity

Affected areas and proposed mitigation are listed in the Phase Elements Table above and the Construction Safety Drawings in the Construction Plans.

4. Protection of Navigational Aids (NAVAIDs)

All affected NAVAID’s will be shut down and locked out as part of the corresponding phase closure(s). Any FAA Owned NAVAID’s will be shut down by FAA personnel. Coordination of these closures has been / will be with the NAS Planning & Integration Team and Technical Operations Front Range SSC.

There are no anticipated impacts to the NAVAID’s as part of this project. Construction activities, materials/equipment storage, and vehicle parking will not be permitted near any functioning

NAVAID.

The construction limits do not contain existing FAA owned, operated, and maintained facilities or buried cable runs.

CONSTRUCTION SAFETY AND PHASING PLAN 010001.4

5. Contractor Access

All Contractor access, stockpile locations, material and staging area, and vehicle parking will be as referenced in the Construction Plans. Stockpiled material and equipment storage will not be permitted within the Object Free Area (OFA) of an operational runway or taxiway.

a. Location of Stockpiled Construction Materials

As stated above, all stockpile construction materials will be located as specified in the safety drawings attached in Construction Plans. No stockpiled materials will be permitted within the OFA of any runway or taxiway (closed or operational).

b. Vehicle and Pedestrian Operations

Vehicle parking areas will only be permitted in the Contractor staging areas as detailed in the safety drawing included in Construction Plans. No unauthorized entry of persons or vehicles onto the AOA will be permitted. All construction vehicles will be parked and serviced in the designated staging area(s), with no inactive equipment being parked within the OFA of a closed taxiway or runway. If it is necessary to leave specialized equipment within the OFA of a closed taxiway or runway at night, this will be coordinated with the ATO/ATC and the equipment shall be well lighted. NO WORK WHATSOEVER IS ANTICIPATED WITHIN ANY OFAs FOR THIS PROJECT.

Pedestrian operations will be permitted in work zones as necessary to complete the required work but will not be permitted as cross-airport transit.

1) Access and Haul Routes

Haul Routes and Maintenance: Any haul routes and staging areas for any Contractor's equipment will be designated prior to any work being done. Only these routes and staging areas shall be used, and unauthorized travel by haul vehicles will be prohibited.

Contractor employees involved in driving any vehicles within the airport fence during the project must receive training from the Colorado Springs Airport Operations Staff. All contractor employees entering the airport well be briefed on airport safety.

Runway Crossings. The Contractors will not be permitted to have his operations cross active runways or taxiways unless approved in writing by the Contracting Officer. Any work in a runway or taxiway OFA will begin only after it is closed – both by NOTAM and “X” closure markings at the runway ends or low-level barricades at the designated points.

CONSTRUCTION SAFETY AND PHASING PLAN 010001.5

2) Marking and Lighting of Vehicles

All vehicles shall be lighted and/or marked in accordance with AC 150/5210-5D. All construction and support vehicles shall have standard white and orange-checkered flags or amber strobes mounted on these vehicles to be readily visible during daylight operations.

Any night-time work will require vehicles to have amber strobe lights.

3) Two-Way Radio Communication Procedures

The airport operator (Contracting Officer) and at least one member of the construction crew will monitor the airport radio frequency, (Ground Control 121.7 MHz (preferred) or Tower

119.9 MHz) during construction activities and provide direction to crews and aircraft as necessary to avoid conflicts. The personnel will observe the proper procedures for communications on the UNICOM frequency, including read back requirements, and proper phraseology.

Contractor employees involved in radio communications during the project must receive radio communications training from the Colorado Springs Airport Operations Staff.

6. Wildlife Management

a. Trash

All trash, including food scraps, will be collected and deposited in an enclosed trash bin(s) to prevent wildlife attraction.

b. Standing Water

Large areas of standing water that may attract wildlife will not be permitted on the airport property, unless otherwise authorized by the Contracting Officer.

c. Tall Grass and Seeds

Reclamation, including seeding and fertilizing, of any significantly disturbed areas will occur after construction is completed. All seed will comply with the guidance in AC 150/5370-10, Standards for Specifying Construction of Airport, Item T-901, Seeding.

Broadcast seeding will not be permitted, to aid in preventing an avian attractant.

d. Poorly Maintained Fencing and Gates

All fencing and gates will be maintained during construction unless otherwise authorized by the Contracting Officer and approved by the FAA. As necessary / required, temporary gates and fencing will be installed. All gates will be left closed and locked when not in use to help assure no unauthorized use occurs.

e. Disruption of Existing Wildlife Habitat

If any wildlife is observed by any Contractor’s personnel, they shall immediately contact the Contracting Officer and appropriate actions will be taken. Typical avian and rodent

CONSTRUCTION SAFETY AND PHASING PLAN 010001.6

sighting may not be reported, but any sighting that are deemed to be abnormal or of increased numbers shall also be reported.

The Contractor shall take no action as part of their operations that attract or habituate wildlife to the airport property. Best practices shall be followed to remove food sources (trash, food scraps, loose seed, etc.), attractants (standing water, etc.), and/or breaks in perimeter fencing (maintain fences/gates, provide temporary fence/gates, vigilantly close gates, etc.).

7. Foreign Object Debris (FOD) Management

Waste and Loose Material: Waste and loose material capable of causing damage to aircraft landing gears or propellers shall not be placed on active aircraft movement areas. Material tracked on these areas shall be removed continuously during all phases of the project.

8. Hazardous Materials (HAZMAT) Management

Any hazardous materials spillage from construction vehicles (gasoline, diesel fuel, oil, etc.) will require immediate action in accordance with State and Federal regulations. The vehicle shall be immediately repaired or removed from the project.

9. Notification of Construction Activities

a. Maintenance of a List of Responsible Representatives / Points of Contact

A list of responsible representatives and points of contact is included in Appendix B. This list will be provided to the FAA, Contractor, Subcontractors, ATO, and affected parties.

Before award of the construction bid, the successful bidder will be required to complete this list of all responsible personnel for the Prime Contractor and all Subcontractors.

b. Notices to Airmen (NOTAM)

The Contractor shall contact the Contracting Officer with all closure requests a minimum of 48-hours in advance of their proposed action. The Contracting Officer will coordinate the issuance, maintenance, and cancellations of all Notices to Airmen (NOTAM) with the Owner / airport operator.

c. Emergency Notification Procedures

The emergency notification contacts for medical, firefighting, and police response are included in the Appendix B emergency contact sheet.

d. Coordination of Aircraft Rescue and Fire Fighting (ARFF) Personnel

Colorado Springs Airport does provide ARFF services. Care should be taken not to hinder access or movement of the fire-fighting equipment. Notification of construction activities to ARFF personnel will occur through the Contracting Officer and Airport Administration personnel.

CONSTRUCTION SAFETY AND PHASING PLAN 010001.7

e. Notification to the FAA

The Contracting Officer will keep the FAA ADO up-to-date on construction activities through weekly progress reports if requested and other periodic contacts.

Coordination of FAA Owned NAVAID’s will be with the NAS Planning & Integration Team. Emergency contact shall be 1-866-432-2622 (FAA Air Traffic Organization - Operations Control Center). A minimum of 45-days’ notice will be provided for the necessary shut-down period of these facilities. Updates will be provided, as necessary, regarding the construction scheduling and actual closure dates.

No impacts to FAA Owned NAVAID’s are anticipated.

10. Inspection Requirements

a. Daily Inspections

The Contracting Officer and Contractor will conduct twice daily inspections, and more frequently as needed, to ensure construction personnel comply with the CSPP and SPCD and that there are no altered construction activities that could create potential safety hazards. The checklist included in Appendix C will be used, at a minimum, to aid in verifying conformance.

b. Final Inspections

A final inspection will be held prior to reopening of any air operations area (AOA). The FAA will be invited to attend all final inspections conducted, including the FAA Airport Certification Safety Inspector (ACSI).

11. Underground Utilities

In any location the Contractor breaks ground to a depth of 1’ or more as part of the project, they will be responsible for checking with the owners of underground utilities regarding the location of their underground lines. The Contractor will be required to fully coordinate his work with the agencies and to keep them informed of his construction activities so that these vital installations are always fully protected. The Contractor shall be solely responsible for any damage done to these installations due to failure to locate or to properly protect them when their location is known.

12. Penalties

In the event contractor activities are not in conformance with the provisions of the CSPP, the Contractor shall immediately cease those operations involved in the violation of the provisions of the CSPP and conduct a safety meeting. The Contracting Officer or Owner may direct the Contractor, in writing, to immediately cease those operations involved in the violation of the provisions of the CSPP. The Contractor shall not resume construction operations until an appropriate action is taken as determined by the Contracting Officer. Penalties will be as determined by the Contracting Officer and may include such items as rescission of driving

CONSTRUCTION SAFETY AND PHASING PLAN 010001.8

privileges, installation of additional closure marking / signing, and / or denial of access to the

AOA.

13. Special Conditions

Not applicable to this project.

14. Runway and Taxiway Visual Aids.

a. General

The construction area will be clearly and visibly separated from the areas where aircraft will be operating by closure markings, as shown on the Construction Phasing Plan drawings included in the Construction Plans.

b. Markings

All marking will be in compliance with the standards of AC 150/5340-1, Standards for Airport Markings. All “temporarily” closed taxiways and aprons will have barricades (candles, cones, and /or low-level barricades) placed at all access points (outside of the connecting taxiway / runway object free areas). See also the Construction Phasing Plan drawings in the Construction Plans.

c. Lighting and Visual NAVAID’s

Temporary taxiway closure barricades remaining in place for overnight will be lighted with red flashing lights. Runways or taxiways remaining closed during nighttime or any low-visibility conditions will have their lighting systems shutdown and locked out during all closure periods, including runway lights, and associated approach lighting.

d. Signs

At any time a sign does not serve its normal function; it will be covered to prevent misdirecting pilots. Information signs will not be covered, as they will still serve their intended purpose.

15. Marking and Signs for Access Routes

Since the staging area (outside the airport fence) is adjacent to the access point, no marking or signing is needed. If the contractor chooses to secure access to a water sources within the airport security fence, the contractor shall coordinate with the Airport regarding protocol, marking or signing of that activity.

16. Hazard Marking and Lighting

Hazard marking and lighting prevents pilots from entering areas closed to aircraft and prevents construction personnel from entering areas open to aircraft. The spacing of barricades must be such that a breach is physically prevented, barring a deliberate act. If temporary taxiway closure

CONSTRUCTION SAFETY AND PHASING PLAN 010001.9

barricades remain in place overnight, they will be lighted with red flashing lights, spaced no more than 4-feet apart. Runways or taxiways remaining closed during nighttime or any low-visibility conditions will have their lighting systems shutdown and locked out during all closure periods.

Hazard marking and lighting will also be placed to aid in identifying any open manholes, small areas under repair, stockpiled material, waste areas, and areas subject to jet blast, where applicable.

The Contractor will be required to have a person on call 24-hours a day for emergency maintenance of airport hazard lighting and barricades. The Contractor must file the contact person’s information with the airport operator and Contracting Officer. Lighting will be checked for proper operation at least once per day.

17. Work Zone Lighting for Nighttime Construction

Not anticipated for this project. If the Contractor proposes any night time operations, coordination with the Airport Management and ATC will be required and the lighting / signage requirements established at that time. Additional lighting and signage agreed upon for the convenience of the Contract will be at the Contractor’s expense and cannot interfere with aircraft operations.

18. Protection

a. Runway Safety Area (RSA)

No construction will occur within a runway safety area while the runway is open for aircraft operations. Neither open trenches nor excavations will be permitted within the RSA while the runway is open. Any disturbances of the runway shoulders due to construction must be returned to standard conditions prior to returning the construction zone to airport operations.

No operations are anticipated within any RSA’s for this project.

b. Runway Object Free Area (ROFA)

Minimum Parking Distance: When not in use, equipment and materials will be parked or located a minimum of 800 feet from all runway centerlines or in the areas designated in the Plans.

Minimum Evacuation Distance: The Contractor will evacuate all equipment and men from the vicinity of the applicable runway a minimum distance of 800 feet from the runway centerline during landing and takeoff of aircraft.

Open Excavation and Barricades: Open trenches or excavations exceeding 3 inches in depth and 3 inches in width or stockpiled materials will not be permitted within 250 feet of centerline of any active runway. Coverings for open trenches or excavations shall be of sufficient strength to support the weight of the heaviest aircraft operating on the runway or taxiway. Lightweight barricades and/or flagging shall be used to identify the limits of construction near open trenches or excavations. The Contractor shall also light any open trenches or excavations with red lights during hours of restricted visibility or darkness.

CONSTRUCTION SAFETY AND PHASING PLAN 010001.10

No operations are anticipated within any ROFA’s for this project.

c. Taxiway Safety Area (TSA)

No construction will occur within a taxiway safety area while the taxiway is open for aircraft operations. Neither open trenches nor excavations will be permitted within the TSA while the taxiway is open.

No operations are anticipated within any TSA’s for this project.

d. Taxiway Object Free Area (TOFA)

Because wingtips regularly penetrate the taxiway object free area during normal operations, no construction will occur within a taxiway object free area while the taxiway is open for aircraft operations. Neither open trenches nor excavations will be permitted within the TOFA while the taxiway is open.

Minimum Parking Distance: When not in use, equipment and materials will be parked or located a minimum of 200 feet from taxiway centerlines or in the areas designated in the Plans.

No operations are anticipated within any TOFA’s for this project.

e. Obstacle Free Zone (OFZ)

Personnel, material, and / or equipment will not be permitted to penetrate the OFZ while the runway is open for aircraft operations.

f. Runway Approach / Departure Surfaces

All personnel, materials, and / or equipment will be required to clear the applicable threshold siting surfaces, in accordance with the approved Airport Layout Plan (ALP).

Construction in the runway approach / departure areas will be completed only when the runway is closed.

No work is anticipated in the Approach or Departure Surface areas for Runway 35R.

19. Other Limitations on Construction

a. Prohibitions

1) No use of tall equipment (cranes, concrete pumps, etc.) will be permitted unless a

7460-1 determination letter is issued for such equipment.

2) No use of open flame welding or torches will be permitted unless fire safety precautions are provided.

3) No use of electrical blasting caps on or within 1,000-feet of the airport property will be permitted.

4) No use of flare pots within the AOA will be permitted.

CONSTRUCTION SAFETY AND PHASING PLAN 010001.11

b. Restrictions No one shall enter the airport property without having received proper “badging” from the Airport Authority unless the person is escorted by a Contractor’s “badged” supervisor who maintains continual visual contact. The Gate Guard may also allow entry.

The Contractor is responsible for completing the badging process and associated costs for “badging” of their supervisors and subcontractor supervisors when necessary.

CONSTRUCTION SAFETY AND PHASING PLAN 010001.12

Appendix A

Safety Plan Compliance Document (SPCD) Outline

CONSTRUCTION SAFETY AND PHASING PLAN 010001.13

SAFETY PLAN COMPLIANCE DOCUMENT (SPCD)

- PLANNING FOR SAFETY -

This document supplements the Plans and Specifications and other Contract Documents prepared for the USDA Forest Service - Colorado Springs Airtanker Base Project. The Contractor shall complete this SPCD describing how they will comply with the requirements of the CSPP and supplying any details that could not be determined prior to contract award. The Owner will issue a Notice to Proceed only after the Contractor has successfully completed this SPCD. The SPCD shall follow the outline below, as developed from Advisory Circular 150/5370-2G.

The SPCD is a subset of the CSPP, in the same way a shop drawing is a subset of the Technical Specifications. The SPCD should not restate nor propose differences to provisions already addressed in the CSPP. Any construction practice that does not conform to the CSPP and SPCD will require safety document revisions and re-coordination with the airport Owner and FAA in advance of the proposed action.

1) Coordination Discuss details of proposed safety meetings with the airport operator and Contractor employees and subcontractors.

2) Phasing Provide proposed construction schedule elements, including:

a. Duration and proposed start date of each phase – required a minimum of two-weeks in advance

b. Daily start and finish of construction, including scheduled over-night shut-downs

c. Duration of construction activities

1) Normal runway/taxiway operations

2) Closed runway/taxiway operations

3) Areas of Operations Affected by the Construction Activity No supplemental information required.

4) Protection of Navigational Aids (NAVAIDs) Provide details of Taxiway A temporary lighting installation(s), including schedule, durations, methods of covering or shutting off any lights or signs which are not serving their intended purpose.

5) Contractor Access Provide the following:

a. Details on how the Contractor will maintain the integrity of the airport security fence (temporary fence, etc.)

b. Details of driver training or escort vehicles that shall be utilized for all construction personnel and material deliveries.

c. Radio Capabilities (types of radios and backup capabilities, who will be monitoring radios, details on how the Contractor will escort material delivery vehicles, etc.)

CONSTRUCTION SAFETY AND PHASING PLAN 010001.14

6) Wildlife Management Discuss methods and procedures to prevent wildlife reporting, and wildlife reporting procedures.

7) Foreign Object Debris (FOD) Management No supplemental information required.

8) Hazardous Material (HAZMAT) Management No supplemental information required.

9) Notifications of Construction Activities Provide the following:

a. Contractor points of contact

b. Contractor emergency contact

c. All Subcontractors emergency contacts

d. All radio operators

e. Safety contact officer

f. Personnel in charge of 24-hour lighting / barricade maintenance.

g. Listing of tall (crane, concrete pump, etc.) or other requested equipment proposed for use on the airport and the timeframe for submitting 7460-1 forms not previously submitted by the airport operator.

10) Inspection Requirements No supplemental information required.

11) Underground Utilities Discuss proposed methods of identifying and protecting underground utilities.

12) Penalties No supplemental information required.

13) Special Conditions No supplemental information required.

14) Runway and Taxiway Visual Aids No supplemental information required.

15) Marking and Signs for Access Routes Discuss proposed methods of training vehicle drivers of the allowed access routes.

16) Hazard Marking and Lighting Discuss proposed equipment, scheduling, and methods for identifying excavation areas that remain open and unattended.

17) Work Zone Lighting Not applicable to this project. No supplemental information is required.

CONSTRUCTION SAFETY AND PHASING PLAN 010001.15

18) Protection of Runway and Taxiway Safety Areas No supplemental information required.

19) Other Limitations on Construction No supplemental information required.

20) Contractor CSPP Compliance Statement Additionally, the Contractor will be required to submit a written statement of compliance documenting that he / she has read and will abide by the CSPP. The Contractor statement shall include the name of the Contractor, the title of the project CSPP, the approval date of the CSPP, and a reference to any supplemental information.

CONSTRUCTION SAFETY AND PHASING PLAN 010001.16

Contractor CSPP Compliance Statement

<Date>

Robert Peccia & Associates Attn: , Construction Contractor Representative PO Box 5653 Helena, MT 59604

I, <name and title>, for <Contractor name>, have read the USDA Forest Service - Colorado Springs Airtanker Base Project, Construction Safety and Phasing Plan (CSPP), approved on <date of FAA approval to be supplied by Contracting Officer>, and will abide by it as written and with the following additions as noted above in the supplied Safety Plan Compliance Document (SPCD).

Sincerely, <Name and Title> <Company>

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Appendix B

Emergency Contract Notification Procedures Information

CONSTRUCTION SAFETY AND PHASING PLAN 010001.18

EMERGENCY TELEPHONE NUMBERS

Project Name USDA Forest Service - Colorado Springs Airtanker Base Project Project #

Frequency to monitor: 121.7 GROUND CONTROL and 119.9 MHz TOWER The following are the business, cellular, and home telephone numbers where project key personnel can be reached at all times. In addition, the emergency telephone numbers of other vital agencies are listed:

CONTRACTORS PROJECT MANAGER / SUPERINTENDENT

Prime Contractor Contacts

Safety Officer – 24-hr contact Project Manager Superintendent Foreman Paving Foreman

Subcontractor Contacts Project Manager Superintendent Foreman

AIRPORT

Deputy Director Ops. and Const.

Airfield Foreman Airport Manager Airport Security

AARF

Air Traffic Control

USFS

Contracting Officer Contracting Officer Representative

A&E PROJECT MANAGER and RESIDENT PROJECT REPRESENTATIVE Robert Peccia & Assoc. 406-447-5000(w) 406-447-5036(f)

Rick Donaldson, PM 406-447-5004(w) 406-439-4905(m) Craig Jenneskens 406-447-5025 (w) 406-439-0668 (m) Lance Bowser 406-447-5059(w) 406- 439-0674(m)

FLIGHT SERVICE (for NOTAMs) 1-877-487-6867 928-772-4390(f)

FAA DENVER AIRPORTS DISTRICT OFFICE 449-5257

OTHER EMERGENCY TELEPHONE NUMBERS

OSHA REPRESENTATIVE 1-800-772-1213

FIRE / HOSPITAL / POLICE / SHERIFF 911

LINE LOCATE 811

OTHER

All key personnel should have a copy of this information, and a copy should be posed in each field office in a prominent location.

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Appendix C

Construction Project Daily Safety Inspection Checklist

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Construction Project Daily Safety Inspection Checklist

The situations identified below are potentially hazardous conditions that may occur during airport construction projects. Safety area encroachments, unauthorized and improper ground vehicle operations, and unmarked or uncovered holes and trenches near aircraft operating surfaces pose the most prevalent threats to airport operational safety during airport construction projects. The list below is one tool that the airport operator or Contractor may use to aid in identifying and correcting potentially hazardous conditions.

Potentially Hazardous Conditions Item Action Required Or None

Excavation adjacent to runways, taxiways, and aprons improperly backfilled. □ Mounds of earth, construction materials, temporary structures, and other obstacles near any open runway, taxiway, or taxi lane; in the related Object Free area and aircraft approach or departure areas/zones; or obstructing any sign or marking.

Runway resurfacing projects resulting in lips exceeding 3 in (7.6 cm) from pavement edges and ends.

Heavy equipment (stationary or mobile) operating or idle near AOA, in runway approaches and departures areas, or in OFZ.

Equipment or material near NAVAIDs that may degrade or impair radiated signals and/or the monitoring of navigation and visual aids.

Unauthorized or improper vehicle operations in localizer or glide slope critical areas, resulting in electronic interference and/or facility shutdown.

Tall and especially relatively low visibility units (that is, equipment with slim profiles) — cranes, drills, and similar objects — located in critical areas, such as OFZ and approach zones.

Improperly positioned or malfunctioning lights or unlighted airport hazards, such as holes or excavations, on any apron, open taxiway, or open taxi lane or in a related safety, approach, or departure area.

CONSTRUCTION SAFETY AND PHASING PLAN 010001.21

Obstacles, loose pavement, trash, and other debris on or…