Combined_Spec_-_VOL_1.pdf

QUANTICO NATIONAL CEMETERY

BUILDING RENOVATION

AND GRAVESITE IMPROVEMENTS

Triangle, Virginia

USACE Project Number W91236-13-D-0035 / Contract #872CM3038 WTS Project Number 1303-II

SPECIFICATIONS

Volume 1

Corrected 100% Submittal

Date: 03 November 2017

Waller, Todd & Sadler Architects, Inc.

1909 Cypress Avenue

Virginia Beach, Virginia 23451

QUANTICO NATIONAL CEMETERY BUILDING RENOVATION 872CM3038

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 LIST OF DRAWINGS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00.00 50 SUMMARY OF WORK FOR NORFOLK DISTRICT PROJECTS

01 30 00.20 50 ADMINISTRATIVE REQUIREMENTS

01 31 19.00 50 PROJECT MEETINGS

01 32 01.00 50 PROJECT SCHEDULE

01 33 00.00 50 SUBMITTAL PROCEDURES

01 35 26.00 50 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 02.00 50 QUALITY CONTROL SYSTEM (QCS)

01 45 04.00 50 CONTRACTOR QUALITY CONTROL

01 50 02.00 50 TEMPORARY CONSTRUCTION FACILITIES

01 57 20.00 10 ENVIRONMENTAL PROTECTION

01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL

01 62 35 RECYCLED/RECOVERED/BIOBASED MATERIALS

01 74 19.00 50 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 02.00 50 CLOSEOUT SUBMITTALS

01 78 23.00 50 OPERATION AND MAINTENANCE DATA

01 91 00.80 COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

02 42 51 CARPET REMOVAL AND RECLAMATION

02 82 14.00 10 ASBESTOS HAZARD CONTROL ACTIVITIES

02 83 13.00 20 LEAD IN CONSTRUCTION

02 84 16 HANDLING OF LIGHTING BALLASTS AND LAMPS CONTAINING PCBs

AND MERCURY

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

03 48 24 PRECAST CONCRETE COLUMBARIUM UNITS

03 48 26 CONCRETE MEMORIAL WALL UNITS

DIVISION 04 - MASONRY

04 43 00 NATURAL STONE VENEER

04 73 00 COLUMBARIUM NICHE COVERS

04 73 10 MEMORIAL WALL MARKERS

DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL

05 50 13 MISCELLANEOUS METAL FABRICATIONS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 20 00 FINISH CARPENTRY

06 41 16.00 10 LAMINATE CLAD ARCHITECTURAL CASEWORK

06 61 16 SOLID POLYMER (SOLID SURFACING) FABRICATIONS

PROJECT TABLE OF CONTENTS Page 1

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 21 16 MINERAL FIBER BLANKET INSULATION

07 60 00 FLASHING AND SHEET METAL

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 14 00 WOOD DOORS

08 60 45 SKYLIGHTS AND TRANSLUCENT PANELS

08 71 00 DOOR HARDWARE

DIVISION 09 - FINISHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 13 CERAMIC TILING

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING

09 68 00 CARPETING

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 14 00.20 SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 28 13 TOILET ACCESSORIES

DIVISION 12 - FURNISHINGS

12 24 13 ROLLER WINDOW SHADES

12 48 13 ENTRANCE FLOOR MATS

DIVISION 21 - FIRE SUPPRESSION

21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

21 13 17.00 10 DRY PIPE SPRINKLER SYSTEM, FIRE PROTECTION

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

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

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 08 00.00 10 COMMISSIONING OF HVAC SYSTEMS

23 82 02.00 10 UNITARY HEATING AND COOLING EQUIPMENT

23 82 46.00 40 ELECTRIC UNIT HEATERS

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS

26 41 00 LIGHTNING PROTECTION SYSTEM

PROJECT TABLE OF CONTENTS Page 2

26 51 00 INTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 05 26.00 40 GROUNDING AND BONDING FOR ELECTRONIC SAFETY AND SECURITY

28 16 00.00 20 BASIC INTRUSION DETECTION SYSTEMS (IDS)

28 20 01.00 10 ELECTRONIC SECURITY SYSTEM

28 23 23.00 10 CLOSED CIRCUIT TELEVISION SYSTEMS

28 31 64.00 10 FIRE DETECTION AND ALARM SYSTEM, ADDRESSABLE

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 19 GEOTEXTILE

31 11 00 CLEARING AND GRUBBING

31 31 16.13 CHEMICAL TERMITE CONTROL

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 05 33 LANDSCAPE ESTABLISHMENT

32 11 16 BASE COURSE FOR RIGID AND SUBBASES FOR FLEXIBLE PAVING

32 11 26 BITUMINOUS BASE COURSE

32 12 10 BITUMINOUS TACK AND PRIME COATS

32 12 21 BITUMINOUS ROAD-MIX SURFACE COURSE

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

32 16 13 CONCRETE SIDEWALKS AND CURBS AND GUTTERS

32 16 15 CONCRETE BLOCK PAVEMENTS

32 17 23.00 20 PAVEMENT MARKINGS

32 30 00 SITE FURNISHINGS

32 84 00 PLANTING IRRIGATION

32 92 19 SEEDING

32 93 00 EXTERIOR PLANTS

DIVISION 33 - UTILITIES

33 40 00 STORM DRAINAGE UTILITIES

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 3

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/11

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings, Maps and Specifications."

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

G-001 COVER SHEET

G-002 INDEX OF DRAWINGS

GC001 LOCATION MAP

GC002 EROSION & SEDIMENT CONTROL NARRATIVE AND NOTES

GC003 EROSION & SEDIMENT CONTROL NARRATIVE AND NOTES

GC004 EROSION & SEDIMENT CONTROL NARRATIVE AND NOTES

GC005 EROSION & SEDIMENT CONTROL NARRATIVE AND NOTES

GC006 KEY PLAN, LEGEND AND ABBREVIATIONS

V-100 SURVEY CONTROL DATA

V-101 EXISTING TOPOGRAPHIC SURVEY - ADMIN BUILDING

V-102 EXISTING TOPOGRAPHIC SURVEY - STANDARD BURIAL (BID OPTION 1)

V-103 EXISTING TOPOGRAPHIC SURVEY - OSSUARY (BID OPTION 2)

V-104 EXISTING TOPOGRAPHIC SURVEY - COLUMBARIUM (BID OPTION 3)

CD101 DEMOLITION PLAN - ADMIN BUILDING

CD102 DEMOLITION PLAN - STANDARD BURIAL (BID OPTION 1)

CD103 DEMOLITION PLAN - OSSUARY (BID OPTION 2)

CD104 DEMOLITION PLAN - COLUMBARIUM (BID OPTION 3)

CS101 SITE PLAN - ADMIN BUILDING

CS102 SITE PLAN - STANDARD BURIAL (BID OPTION 1)

CS103 SITE PLAN - OSSUARY (BID OPTION 2)

CS104 SITE PLAN - COLUMBARIUM (BID OPTION 3)

CS602 NUMBERING PLAN - STANDARD BURIAL SECTION 33 (BID OPTION 1)

CS603 NUMBERING PLAN - OSSUARY SECTION 34 (BID OPTION 2)

CS604 NUMBERING PLAN - COLUMBARIUM (BID OPTION 3)

CG101 GRADING AND DRAINAGE PLAN - ADMIN BUILDING

CG102 GRADING AND DRAINAGE PLAN - STANDARD BURIAL (BID OPTION 1)

CG103 GRADING AND DRAINAGE PLAN - OSSUARY (BID OPTION 2)

CG104 GRADING AND DRAINAGE PLAN - COLUMBARIUM (BID OPTION 3)

CG201 PROFILE - STORM DRAIN (BID OPTIONS 2 & 3)

CG301 CROSS-SECTIONS - STANDARD BURIAL (BID OPTION 1)

CG302 CROSS-SECTIONS - STANDARD BURIAL (BID OPTION 1)

CG303 CROSS-SECTIONS - OSSUARY (BID OPTION 2)

CG401 ENLARGED PLAN - OSSUARY UNDERDRAIN (BID OPTION 2)

CG402 ENLARGED PLAN - COLUMBARIUM UNDERDRAIN (BID OPTION 3)

C-501 EROSION & SEDIMENT CONTROL DETAILS

C-502 DETAIL SHEET

C-503 DETAIL SHEET

C-504 DETAIL SHEET

C-505 DETAIL SHEET

C-506 DETAIL SHEET

C-507 DETAIL SHEET

LP101 LANDSCAPE PLAN - ADMIN BUILDING

DOCUMENT 00 01 15 Page 1

LP102 LANDSCAPE PLAN - STANDARD BURIAL (BID OPTION 1)

LP103 LANDSCAPE PLAN - OSSUARY (BID OPTION 2)

LP104 LANDSCAPE PLAN - COLUMBARIUM (BID OPTION 3)

LP501 LANDSCAPE NOTES & DETAILS

LI101 IRRIGATION PLAN - ADMIN BUILDING

LI102 IRRIGATION PLAN - STANDARD BURIAL (BID OPTION 1)

LI103 IRRIGATION PLAN - OSSUARY (BID OPTION 2)

LI104 IRRIGATION PLAN - COLUMBARIUM (BID OPTION 3)

LI501 IRRIGATION PLAN DETAILS

LI502 IRRIGATION PLAN DETAILS

L-101 OSSUARY MEMORIAL WALL PLAN

L-102 OSSUARY WALL ELEVATIONS

L-103 OSSUARY DETAILS

L-104 OSSUARY DETAILS

L-105 OSSUARY DETAILS

L-106 COLUMBARIUM PLAN

L-107 DOUBLE-SIDED COLUMBARIUM ELEVATIONS

L-108 DOUBLE-SIDED COLUMBARIUM ELEVATIONS

L-109 DOUBLE-SIDED COLUMBARIUM ELEVATIONS

L-110 SINGLE-SIDED COLUMBARIUM ELEVATIONS

L-111 COLUMBARIUM DETAILS

L-112 PRECAST COLUMBARIUM DETAILS

L-113 COLUMBARIUM DETAILS

AH-101 FIRST FLOOR PLAN - HAZMAT REMOVAL

LS001 BUILDING CODE AND LIFE SAFETY ANALYSIS

LS101 LIFE SAFETY FLOOR PLAN

S-001 GENERAL NOTES

S-101 FOUNDATION PLAN

S-102 ROOF FRAMING PLAN

S-301 SECTIONS AND DETAILS

AD101 FIRST FLOOR PLAN - DEMOLITION

A-001 ABBREVIATIONS, SYMBOLS AND LEGENDS

A-101 FIRST FLOOR PLAN - NEW WORK

A-102 REFLECTED CEILING PLAN - NEW WORK

A-103 ROOF PLAN

A-201 BUILDING ELEVATIONS

A-301 WALL SECTION AND DETAILS

A-401 ENLARGED PLAN AND DETAILS

A-501 ROOF AND CEILING DETAILS

A-601 DOOR SCHEDULE AND DETAILS

A-701 FINISH SCHEDULE, NOTES & DETAILS

A-702 INTERIOR FINISH ELEVATIONS

FA001 FIRE ALARM GENERAL NOTES AND LEGEND

FA101 FIRE ALARM FLOOR PLAN

FA501 FIRE ALARM DETAILS

FX001 FIRE PROTECTION GENERAL NOTES AND LEGEND

FX101 FIRE PROTECTION FLOOR PLAN

FX501 FIRE PROTECTION DETAILS

P-001 PLUMBING LEGEND, ABBREVIATIONS AND GENERAL NOTES

PD101 FIRST FLOOR PLAN - PLUMBING DEMOLITION

P-101 FIRST FLOOR PLAN - WASTE PIPING

P-102 FIRST FLOOR PLAN - WATER PIPING

P-501 PLUMBING DETAILS

P-601 PLUMBING SCHEDULES

P-701 ISOMETRICS

M-001 GENERAL NOTES, LEGEND, ABBREVIATIONS, AND CONTROLS

MD101 FIRST FLOOR PLAN - MECHANICAL DEMOLITION

MD102 ROOF PLAN - MECHANICAL DEMOLITION

M-101 FIRST FLOOR PLAN - MECHANICAL HVAC

DOCUMENT 00 01 15 Page 2

M-102 ROOF PLAN - MECHANICAL HVAC

M-501 MECHANICAL DETAILS

M-502 MECHANICAL DETAILS

M-601 MECHANICAL SCHEDULES

E-001 LEGEND AND ABBREVIATIONS

ED101 FIRST FLOOR PLAN - ELECTRICAL DEMOLITION

ED102 ROOF PLAN - ELECTRICAL DEMOLITION

E-101 FIRST FLOOR PLAN - LIGHTING

E-102 FIRST FLOOR PLAN - POWER

E-103 FIRST FLOOR PLAN - HVAC POWER

E-104 ROOF PLAN - HVAC POWER

E-501 LIGHT FIXTURE DETAILS

E-502 LIGHT FIXTURE DETAILS AND SCHEDULE

E-503 ELECTRICAL DETAILS

E-601 PANELBOARD SCHEDULES

E-701 POWER RISER DIAGRAM - DEMOLITION AND CONSTRUCTION

T-101 FIRST FLOOR PLAN - COMMUNICATIONS AND SECURITY

TS101 TELECOMMUNICATIONS SITE PLAN - AREA A

TS102 TELECOMMUNICATIONS SITE PLAN - AREA B

-- End of Document --

DOCUMENT 00 01 15 Page 3

SECTION 01 11 00.00 50

SUMMARY OF WORK FOR NORFOLK DISTRICT PROJECTS

2/13

PART 1 GENERAL

1.1 DEFINITIONS

a. Cemetery: The facility is:

Quantico National Cemetery Gravesite Expansion and Cemetery Improvements (Administration Building), Triangle, Virginia.

b. CO: Contracting Officer or his authorized representative.

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work includes the following and incidental related work.

1.2.1.1 Gravesite Expansion and Cemetery Improvements

1.2.1.1.1 Memorial Wall/Ossuary

The memorial wall and ossuary site will replace existing Shelter C location.

A retaining wall/memorial wall will replace the existing timber retaining wall and create a space for 500 marble memorial wall markers.

a. The retaining wall will be approximately 48 inches in height and consist of a poured in place reinforced concrete footing and 8 inch thick reinforced concrete retaining wall with a brick masonry façade to complement the existing brick found on the entry gate structure and other built structures amongst the cemetery. The retaining wall will be capped with limestone to complement the existing entry gate design.

b. Marble memorial wall markers will be attached to the wall as veterans are interred in the ossuary.

c. Memorial wall markers shall be located no lower than 15-1/2 inches from the ground.

An 18 inch high seat wall is located at the end of the retaining wall.

a. The seat wall will consist of a poured in place concrete reinforced footing and retaining wall with a brick masonry façade and limestone matching the retaining wall/memorial wall design.

An Ossuary shaft will be located in the center of the plaza.

a. The Ossuary shaft will be 50 inches in height and clad in granite stone.

b. A subsurface precast concrete vault will capacity for over 500 cremains will be located directly beneath the ossuary shaft.

SECTION 01 11 00.00 50 Page 1

The plaza will consist of a 4 inch thick concrete base with brick and/or stone paving.

a. Plaza will be an organic shape to complement the layout of the cemetery.

A concrete 4 inch thick sidewalk adjacent to the roadway and leading into the plaza space will replace the existing walkway and connect the plaza to the roadway.

a. All plaza and sidewalk area will be accessible and comply with ADA requirement standards.

An in-ground cremains field with the capacity of 791 plots will be established northeast and south of the memorial wall/ossuary plaza in the open lawn area.

a. No section shall exceed 999 plots.

b. The in-ground cremains will be 4 foot by 4 foot plots with 12 inch by 18 inch markers.

c. All plots and markers shall be oriented to face the roadway.

A proposed parking pullout will be established along the south side of the roadway directly across from the proposed sidewalk.

a. The proposed parking pullout will be a 13-foot wide asphalt widening of the existing asphalt roadway approximately 175 feet long to accommodate 8 vehicles.

Landscape enhancement will consist of a groundcover and shrub bed adjacent and behind the memorial wall, ornamental trees behind the memorial wall and 3 to 5 shade trees north of the wall and plaza. Provide turf (seeding) and irrigation at site, as indicated on the drawings.

1.2.1.1.2 Standard Burial Areas

The proposed burial expansion will be established on the east side of Quantico Drive and provide capacity for approximately 550 burials and irrigation.

a. The standard burials will be located east of and along Quantico Drive. The burial field will consist of 1 section consisting of approximately 550 standard 5 foot by 10 foot plots. The section will contain a 5 foot wide irrigation isle approximately every 30 feet.

(1) The burial field will be offset 20 feet from the roadway and extend no more than 125 feet from the roadway. The grade will be established with fill, with a 5 percent slope falling away from the roadway. Additional fill will be required to establish a 4:1 back slope from the eastern edge of the burial section to the eastern edge of the existing cleared burial site.

(2) The plots will be 5 feet by 10 feet in size and oriented perpendicular to the roadway with the monuments facing the roadway.

Provide turf (seeding) and irrigation at site, as indicated on the drawings.

SECTION 01 11 00.00 50 Page 2

1.2.1.1.3 Columbarium Site

The columbarium site establishes an open columbarium wall plaza with capacity for 2,640 niches located on the south east side of the proposed site. The siting of the columbarium wall plaza allows for future expansion of in-ground burial and an additional columbarium north and west of the proposed columbarium wall plaza.

a. The columbarium site consists of 1 large columbarium retaining wall set into the southeastern slope. The retaining wall would provide the needed grade differential to establish a plaza and additionally would accommodate niches along its exposed face.

(1) The proposed retaining wall will consist of a poured in place concrete reinforced footing and retaining wall with a brick masonry or granite façade to complement the other built structures amongst the cemetery. Precast niches will be (10-1/2 inches wide by 15 inches high by 20 inches deep) 5 units high.

b. The columbarium site would consist of 6 two-sided columbarium niche walls.

(1) The proposed columbarium niche wall will consist of a poured in place concrete reinforced footing and core wall with a brick masonry façade and limestone cap to complement the other built structures amongst the cemetery. Precast niches will be (10-1/2 inches wide by 15 inches high by 20 inches deep) 5 units high.

(2) Columbarium niche walls shall be placed 10 feet apart.

The plaza will consist of a 4 inch thick concrete base with brick and or stone paving.

A 4 inch thick concrete sidewalk adjacent to the roadway and leading into the plaza space will replace the existing walkway and connect the plaza to the roadway.

a. All sidewalks and plazas shall comply with the latest Public Rights-of-Way Accessibility Guidelines (PROWAG).

b. All plaza and sidewalk areas will be accessible and comply with ADA requirement standards.

A parking pullout will be established along the south side of the roadway directly adjacent to the proposed sidewalk.

a. The parking pullout will be a 13-foot wide asphalt widening of the existing asphalt roadway approximately 150 feet long to accommodate 7 vehicles.

Landscape enhancement will consist of a groundcover and shrub bed north of the plaza, ornamental trees behind the retaining wall and 3 to 5 shade trees west amongst plaza. Provide turf (seeding) and irrigation at site, as indicated on the drawings.

1.2.1.2 Administration Building Renovation

a. The renovation shall provide administrative and support space for the

SECTION 01 11 00.00 50 Page 3

NCA Finance and Contracting Services. The renovated facility will be designed to provide defined separations of departments, while providing shared spaces that include a Kitchen, Conference/Multi-Purpose Room and a central Operations Center.

b. The entire facility will be upgraded to support Administrative type functions, including new floor, wall and ceiling finishes throughout.

Access to existing toilet rooms will be modified as necessary to provide a barrier-free design and a fully accessible facility. Within the existing toilet room areas, new furnishings, fixtures and finishes shall be provided.

c. The building exterior will remain largely "as-is". Some minor masonry repairs will be necessary near the main entrance. Two structural cracks in the masonry shall be repaired as recommended through collaboration with the Structural Engineer.

d. The existing skylight shall be replaced. The existing skylight shows evidence of moisture penetration and discoloration within the insulated glass panels. Due to the age of the feature, and the placement of fabric filters on the interior of the skylight well, it is recommended that the new skylight be constructed of translucent fiberglass panels. This will provide light filtration as well as thermal improvements.

e. Existing windows shall remain.

f. The existing roof and building perimeter appear to be resisting any water infiltration issues at the QNC facility. A preliminary visual roof inspection was performed and no issues were discovered. It appears that the existing roof is relatively new; therefore, replacement is not recommended at this time.

(1) Any repairs and/or modifications required to support the replacement of rooftop mechanical units and equipment shall be considered as part of the work.

g. Furniture shall be provided under separate funding, but in accordance with conceptual layouts provided within the Design documents.

h. Provide turf (seeding) and irrigation at site, as indicated on the drawings.

i. During the phased construction at the Cemetery, POV parking for the General Contractor shall be provided at the site of the existing Administration Building and/or in its proximity. New parking and milling and paving of the existing paving and parking shall be part of the phased construction.

1.2.2 Location

The work shall be located at QNC where shown on the drawings.

1.3 PERSONNEL RESTRICTIONS

Personnel are limited to the immediate site areas and shall not enter buildings or facilities not involved in the work. All employees of the Contractor will be subject to all rules and regulations of the Cemetery which pertain to personnel. The Contractor shall erect fences and signs

SECTION 01 11 00.00 50 Page 4 as specified and be responsible for the restrictions of all personnel. The Contractor's plans for restricting personnel access to the project sites shall be submitted for approval as a part of the Safety Plan (Accident Prevention Plan). Cemetery/facility access shall be restricted.

Contractor shall comply with current security requirements. All vehicles shall be registered with the Cemetery and/or the Veteran's Administration

(VA).

1.3.1 Security Requirements for Quantico National Cemetery (QNC)

No employee or representative of the Contractor will be admitted to the work site unless he furnishes satisfactory proof that he is a citizen of the United States or has proper identification to work in the United States.

a. Personnel Information - All authorized personnel utilizing the Cemetery are required to have in their possession at all times a Cemetery Visitor Pass. This pass is issued by the QNC Administration/ Welcome Center located near the Main Gate. Proof of identity is required to obtain a visitor pass. The Administration/Welcome Center is open Monday through Friday, except Federal holidays, from 7:30 a.m.

to 4:00 p.m. (excluding Memorial Day and Veterans Day). A minimum of 5 working days prior to start of work, the Contractor shall furnish to QNC/VA, via the Contracting Officer, the following information for Contractor and subcontractor personnel required to enter the Cemetery:

(1) Contract Number

(2) Beginning Date (Month, Day, Year)

(3) Ending Date (Month, Day, Year)

(4) Name of the company (The Prime Contractor and Sub Contractor)

(5) Full Name of the employee (First, Middle and Last)

(6) Address of Current (Employee's) Residence (Bldg#, Street, City, State, Zip or City and Country)

(7) Social Security Number (SS#)

(8) US Citizen (Yes / No)

(9) Gender (Male/Female)

(10) Race (American Indian or Alaska Native, Asian, Black or African American, Native Hawaiian or Other Pacific Islander, and White)

(11) Date of Birth (Month, Day, Year)

(12) Place of Birth (City, State, Country)

b. QNC/VA will run a criminal history check on Contractor employees as a condition of employment. Official proof of identity or naturalization papers may be required, which will be returned once entered into the security computer system. Based on the results of the criminal history check, the Security Officer will or will not grant entry to the Cemetery. If entry is denied, the Contractor will be notified immediately. QNC may require updating or rechecking criminal history

SECTION 01 11 00.00 50 Page 5 based on the duration of the contract. NOTE: QNC may deny entry to persons whose police record checks are positive.

c. Proof of Identity - Official identification can consist of copies of birth certificates, valid federal identification, valid state identification, or valid naturalization papers. Examples of official identification are valid state issued driver's license, military ID card, military dependent ID card, green card, etc. Expired identification is not valid.

d. Cemetery Entry Passes - Contractor entry passes will be valid for each entry aboard QNC from 6:00 a.m. to 6:00 p.m., Monday through Friday except for Federal holidays, unless prior arrangements have been made with the Contracting Officer, and QNC has been notified. The passes are the property of the Cemetery and are to be returned to the Administration/Welcome Center near the Main Gate upon completion of the contract or termination of employment. Replacement passes must be requested in writing and be accomplished by written authorization from the Contracting Officer. Compliance with this requirement is mandatory and certification thereof to the Contracting Officer is required prior to submitting final invoices. Failure to return badges will hold up Contractor's final payment.

e. Contractor Responsibility for Employees - The Contractor is responsible for employees under his employment. Ensure that employees are familiar with and obey station traffic, safety, and security regulations.

f. Firearms, Weapons, Alcoholic Beverages, Illegal Drugs, and Contraband are prohibited on QNC property. Violators may be prosecuted. State issued/authorized concealed weapons permits are not valid on Federal property.

g. Motor Vehicle Operation - Ingress and egress of personnel will be subject to QNC security regulations.

(1) All personnel must be made aware of the Cemetery speed limits:

25 mph (unless otherwise posted)

Speed limits are enforced and violators will be ticketed. QNC traffic violations are processed through the federal court system.

(2) Seat belts are MANDATORY.

(3) Parking is in designated areas only, between two white lines. No parking is permitted in fire lanes, on seeded areas, in reserved parking slots, or assigned handicapped parking. Any equipment or vehicle that does not fit within a standard parking space must contact the Contracting Officer to determine a designated area for parking such equipment or vehicle.

Contractor employees shall park vehicles (Commercial or Private) in areas designated by the Contracting Officer. This area may or may not necessarily be within reasonable walking distance of the construction site. The contractor shall provide transportation between the parking area and the construction site. Contractor employee parking shall not interfere with existing and established parking requirements of the Cemetery.

SECTION 01 11 00.00 50 Page 6

(4) Traffic accidents should be reported immediately to Emergency Dispatch by calling 911.

(5) Information required for Vehicle Passes - Driver's are required to bring the vehicle, contract number, vehicle registration, copy of vehicle insurance policy, valid state inspection documentation, and valid driver's license to the Administration/Welcome Center near the Main Gate. Vehicles without passes will not be allowed entry to Cemetery.

(a) Commercially Owned Vehicles - All commercial Vehicles are to clearly display the authorized company name or logo on both sides of the vehicle.

(b) Privately Owned Vehicles - Privately Owned Vehicles will be allowed within the QNC Complex and parked within the designated parking areas only.

(c) Rental Vehicles - The driver is to show all paper work from the rental company showing that the driver is authorized to operate the subject vehicle.

h. Access to Restricted Areas - Cemetery entry passes allow access to designated areas on the installation only. Entries into secure/controlled industrial areas are prohibited unless the contract requires it.

i. Current Information - Contractors will be responsible for keeping the vehicle and employee lists current, and for securing and returning identification cards belonging to terminated employees to QNC and the Contracting Officer.

j. Providing Information to Subcontractors - Prime Contractors shall be responsible for ensuring that subcontractors receive security information. Failure to comply with the specified requirements will result in prime contractors and subcontractors being denied access to the construction site.

k. QNC is not responsible for job site security. Removal of material from job-site and Cemetery are subject to security checks. Contractor is to notify QNC of any special measures (watchmen, alarm, etc), security concerns, security problems, or unusual activities within the job site.

1.4 TRANSPORTATION FACILITIES

The Cemetery is served by an all weather surfaced road network. Road(s) within the Cemetery proposed to be used by the Contractor shall be subject to prior approval of the Cemetery authorities and such roads, if used, shall be maintained throughout construction and shall be restored to as good condition as existed prior to their use. The Contractor shall also construct, subject to approval, such temporary haul roads and bridges as may be necessary for conducting his work. Any such temporary construction shall be removed and the affected area restored to its original condition. All costs for the use of existing transportation facilities, for the construction of temporary facilities, and for maintenance, repair, removal and restoration shall be borne by the Contractor.

SECTION 01 11 00.00 50 Page 7

1.4.1 Use of Roads

Hard-surfaced roads from major and primary municipal roads serve the Cemetery. The movement of all vehicles within the Cemetery shall be confined to the roads designated and shall comply with traffic regulations within the Cemetery. The Contractor shall keep all roads clear of all obstructions and free of mud and other foreign materials resulting from operations. The Contractor's vehicles shall at no time follow a vehicle closer than 50 feet, and all vehicles shall pull off the road and come to a complete stop when meeting emergency vehicles, or vehicles with flashing lights. Cemetery speed limits and traffic controls shall be observed.

1.4.2 Road Restrictions

The movement of all vehicles within the Cemetery shall be confined to the roads designated and shall comply with traffic regulations within the Cemetery. Other roads may be used only with the approval of the Contracting Officer.

1.4.3 Cleated Vehicles

Cleated vehicles shall not be moved over surfaced roads except at the immediate site of the area where they are to be used.

1.5 SPECIAL CONTRACTOR REQUIREMENTS

1.5.1 COORDINATION IN WORK AREAS

1.5.1.1 Occupied Work Area

The area where work is to be accomplished may be occupied during the work. Activities of the occupants of the scheduled work area shall not be interrupted or hampered in any way without prior written approval of the Contracting Officer.

1.5.1.2 Unoccupied Work Area

The area where the Contractor is scheduled to perform the work may not be occupied during the work, however, the Contractors work activities may affect other area(s) that are occupied. All work shall be in accordance with the Contractor's work plan.

1.5.1.3 Maintenance of Utilities

Any active utilities, including but not limited to electricity, gas, water, sewer, heating, air conditioning, or any like service, that will require interruption or replacement in any occupied area affected as a result of the Contractors scheduled work activities, shall be temporarily provided by the Contractor at his own expense until the affected service is fully and permanently restored. All temporary method(s) of service replacement the Contractor proposes for use on this contract shall be approved by the CO prior to commencing the work.

1.5.1.4 Hours of Work

The normal work hours for construction shall be from 7:00 a.m. to 5:00 p.m.

Monday through Friday of each week. Any request to change these hours shall be made in writing to the Contracting Officer at least two calendar days prior to the desired day on which the change is to go into effect.

SECTION 01 11 00.00 50 Page 8

The changed hours shall not go into effect until written permission has been received from the Contracting Officer.

1.5.1.5 Existing Utility Location

Existing utilities must be located before doing any digging work on Cemetery. The Contractor shall be responsible to contact Miss Utility, obtain all necessary existing utility locations, which may be necessary to accomplish his work, and mark any utility lines in the immediate vicinity of his work. It shall be the responsibility of the Contractor to contact Miss Utilities at 1-800-552-7110 for locating commercial utilities 48 hours prior to digging operations.

1.5.1.6 Digging Permits

Contractor is responsible for obtaining all digging permits, including associated locating and marking services, in accordance with installation and local requirements, at no additional cost to the Government.

"Clearance Permits for Digging", must be obtained before doing any work at Cemetery. The Contractor shall be responsible to obtain all necessary digging permits and pay costs associated with the permit, which may be necessary to accomplish his work.

1.5.2 Project Phasing and Performance Period

As a public entity that shall remain open throughout construction and renovation, there are several logistical matters to be considered as a construction schedule is created. Construction phasing will be required and shall be coordinated in accordance with the notes defining the Phasing requirements within the drawings. The Contractor also shall coordinate all Phasing criteria with the Contracting Officer and QNC before construction commences. Project Phasing is described as:

PHASE 3:

- Construction Mobilization

- All site requirements affected by the Department of Environmental

Quality criteria.

- Clearing and construction of work within Ossuary, Columbarium, Administration Building, and Standard Burial Section 2.

1.5.3 DRAWING DIMENSIONS

The building layout, including both horizontal and vertical dimensions, is shown on the Architectural sheets contained in the contract drawings.

The Contractor shall use the dimensions from the Architectural sheets to obtain dimensions for foundation layout and structural members as necessary to prepare all shop drawings and fabricate structural members.

There may be some instances where the Contractor shall have to adjust actual dimensions to the submitted items that he will use, to finalize the location of a structural member. Any such adjustments shall be clearly identified on the submitted shop drawings for Government review.

1.6 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

This provision specifies the procedure for the determination of time extensions for unusually severe weather in accordance with the Contract Clause entitled "Default: (Fixed Price Construction)". In order for the Contracting Officer to award a time extension under this clause, the

SECTION 01 11 00.00 50 Page 9 following conditions must be satisfied:

a. The weather experienced at the project site during the contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

b. The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

1.6.1 Schedule

The following schedule of monthly anticipated adverse weather delays is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY WORK DAYS

BASED ON (5) DAY WORK WEEK

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

QNC 10 9 8 6 7 7 9 6 5 5 6 9

Arlington, VA

1.6.2 Records

Upon acknowledgement of the Notice to Proceed and continuing throughout the contract, the Contractor will record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled work day.

1.6.3 Impacted Days

The number of actual adverse weather days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day in each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated in the schedule of monthly anticipated adverse weather delays, above, the contracting officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with the Contract Clauses entitled "Default (Fixed Price Construction)".

1.7 COOPERATION WITH USING AGENCY AND OTHER CONTRACTORS

During the period of this contract, other contracts may be in force for the construction of other features of work on or adjacent to the site of work being accomplished under this contract. It shall be the responsibility of the Contractor on this contract to be fully informed of the extent of the limits of work to be performed by other Contractors.

Should there be any conflict between these limits, it shall be brought to the attention of the Contracting Officer(CO)and the CO's decision shall be

SECTION 01 11 00.00 50 Page 10 final. Also, prior to completion of work under this contract, members of the Using Agency may be performing work or occupying facilities on or adjacent to the area. The Contractor shall arrange his plant and shall schedule and perform this work so as to effectively cooperate with all other Contractors and Government agencies.

1.8 EXISTING WORK

In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements":

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

1.9 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation. Scan the construction site with electromagnetic or sonic equipment, and mark the surface of the ground where existing underground utilities or utilities encased in pier structures are discovered. Verify the elevations of existing piping, utilities,and any type of underground or encased obstruction not indicated to be specified or removed but indicated or discovered during scanning in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

Notify the Contracting Officer at least 15 days prior to starting excavation work.

1.10 INTERRUPTIONS OF UTILITIES

1.10.1 Approval

Utility services shall not be interrupted by the Contractor to relocate, make connections, or interrupt for any purpose, without written approval of the CO.

1.10.2 Request

Request for permission to shut down services shall be submitted in writing to the CO not less than 10 calendar days prior to date of proposed interruption.The request shall give the following information:

a. Nature of Utility (Gas, L.P. or H.P., Water, Elec.)

b. Size of line and location of shutoff.

c. Buildings and services affected.

d. Hours and date of shutoff.

e. Estimated length of time service will be interrupted.

SECTION 01 11 00.00 50 Page 11

1.10.3 Service Interruptions

Services shall not be shut off until receipt of approval of the proposed hours and date from the Contracting Officer.

1.10.4 Timely Disconnections

Shutoffs which will cause interruption of Government work operations as determined by the Contracting Officer shall be accomplished during regular non-work hours or non-work days of the Using Agency without any additional cost to the Government.

1.10.5 Utilities Operation

Operation of valves on water mains will be by Government personnel. Where shutoff of water lines interrupts service to fire hydrants or fire sprinkler systems, the Facility Fire Department shall be notified by the Contractor in writing 72 hours prior to the proposed interruption. The Contractor shall arrange his operations and have sufficient material and personnel available to complete the work without undue delay, and shall restore service without delay in event of emergency.

1.10.6 Gas

Flow in gas mains which have been shut off shall not be restored until the Government inspector has determined that all items serviced by the gas line have been shut off.

1.11 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged shall remain the property of the Government.

The salvaged property shall be segregated, itemized, delivered, and off-loaded at the storage area located on site.

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.

1.12 PHYSICAL DATA

The physical conditions indicated on the drawings and in the specifications are the result of site visits, surveys, and borings. See civil drawings.

1.13 HISTORICAL AND ARCHAEOLOGICAL FINDS

Federal legislation provides for the protection, preservation, and collection of scientific, prehistoric, historical, and archaeological data, including relics and specimens which might otherwise be lost due to alteration of the terrain or building features as a result of any Federal construction project. Should the Contractor, or any of the Contractor's employees, or parties operating or associated with the Contractor, in the performance of this contract discover evidence of possible scientific, prehistoric, historical, or archaeological data, the Contractor shall

SECTION 01 11 00.00 50 Page 12 immediately cease work at that location, avoid further disturbance, and notify the Contracting Officer, giving the location and nature of the findings. The Contractor shall forward written confirmation to the Contracting Officer as directed. The Contractor shall exercise care so as not to disturb or damage artifacts or fossils uncovered during excavation operations, and shall provide such cooperation and assistance as may be necessary to preserve the findings for removal or other disposition. Any person who, without permission, injures, destroys, excavates, appropriates, or removes any historical or prehistoric artifact, object of antiquity, or archaeological resource on the public lands of the United States is subject to arrest and penalty of law. Where appropriate by reason of discovery, the Contracting Officer may order delays in the time of performance or changes in the work, or both. If such delays or changes are ordered, an equitable adjustment will be made in the contract in accordance with the applicable clauses of the contract.

1.14 EQUIPMENT-IN-PLACE LIST:

The Contractor shall maintain a list of equipment installed under the terms of the contract. In the event that the contract includes more than one building or facility, a list must be maintained for each and delivered to the Contracting Officer upon acceptance of each building or facility.

Forms to be used for this purpose shall be obtained from the Area Engineer's Office. The list shall include the following:

a. Contract number

b. Description of item

c. Model number

d. Serial number

e. Capacity

f. Name of manufacturer

g. Address of manufacturer

h. Condition of item

i. Replacement cost

j. Name of person who checked item

1.15 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE

1.15.1 Allowable Costs

Allowable cost for construction and equipment in sound workable condition owned or controlled and furnished by a Contractor or subcontractor at any tier shall be based on actual cost data when the Government can determine both ownership and operating costs for each piece of equipment or equipment groups of similar serial and series from the Contractor's accounting records. When both ownership and operating costs cannot be determined from the Contractor's accounting records, equipment costs shall be based upon the applicable provisions of EP 1110-1-8, "Construction Equipment Ownership and Operating Expense Schedule," Region II. Working conditions shall be considered to be average for determining equipment rates using the schedule unless specified otherwise by the Contracting Officer. For equipment not included in the schedule, rates for comparable pieces of equipment may be used or a rate may be developed using the formula provided in the schedule. For forward pricing, the schedule in effect at the time of negotiations shall apply. For retrospective pricing, the schedule in effect at the time the work was performed shall apply.

SECTION 01 11 00.00 50 Page 13

1.15.2 Rental Costs

Equipment rental costs are allowable, subject to the applicable provisions of the Federal Acquisition Regulations, and shall be substantiated by certified copies of paid invoices. Rates for equipment rented from an organization under common control, lease-purchase or sale-leaseback arrangements will be determined using the schedule except that rental costs leased form an organization under common control that has an established practice of leasing the same or similar equipment to unaffiliated lessees are allowable. Costs for major repairs and overhaul are unallowable.

1.15.3 Equipment Costs

When actual equipment costs are proposed and the total amount of the pricing action is over $25,000, cost or pricing data shall be submitted on the Standard Form 1411, "Contract Pricing Proposal Cover Sheet". By submitting cost or pricing data, the Contractor grants to the Contracting Officer or an authorizing representative the right to examine those books, records, documents and other supporting data that will permit evaluation of the proposed equipment costs. After price agreement the Contractor shall certify that the equipment costs or pricing data submitted are accurate, complete and current.

1.16 SUBCONTRACTS AND WORK COORDINATION

Contract Clauses "SUBCONTRACTS", "PERMITS AND RESPONSIBILITIES", and "MATERIAL AND WORKMANSHIP" are supplemented as follows:

a. Divisions or sections of specifications are not intended to control the Contractor in dividing the work among subcontractor, or to limit work performed by any trade.

b. Contractor shall be responsible for coordination of the work of the trades, subcontractors, and materials.

c. The Government or its representative will not undertake to settle any difference between the Contractor and Contractor's subcontractors, or between subcontractors.

d. The Government reserves the right to refuse to permit employment on the work or require dismissal from the work of any subcontractor who, by reason of previous unsatisfactory work on Corps of Engineers projects, or for any other reason is considered by the Contracting Officer to be incompetent or otherwise objectionable.

1.17 CONSTRUCTION MANPOWER AND EQUIPMENT REPORT

The Contractor shall submit executed CENAO Form 987, Construction Manpower and Equipment Report daily. The report shall include manpower and equipment for the general and subcontractors. Forms are available from the Contracting Officer.

1.18 PURCHASE ORDERS

To ensure proper expediting of orders the Contractor and his subcontractors shall furnish to the Contracting Officer, one copy of each purchase order covering supplies or services required for performance of

SECTION 01 11 00.00 50 Page 14 the work. Each purchase order shall clearly indicate the date of placement, the date delivery is required in order to avoid delay in the scheduled progress of the work, and the date delivery is promised by the supplier or producer. Copies of purchase orders shall be forwarded on the date issued.

1.19 PROFIT

1.19.1 Weighted Guidelines

Weighted guidelines method of determining profit shall be used on any equitable adjustment change order or modification issued under this contract. The profit factors shall be as follows:

Factor Rate Weight Value

Degree of Risk 20 Relative difficulty of work 15 Size of Job 15 Period of performance 15 Contractor's investment 05 Assistance by Government 05 Subcontracting 25

1.19.2 Value

Based on the circumstances of each procurement action, each of the above factors shall be weighted from .03 to .12 as indicated below. The value shall be obtained by multiplying the rate by the weight. The value column when totaled indicates the fair and reasonable profit percentage under the circumstances of the particular procurement.

1.19.2.1 Degree of Risk

Where the work involves no risk or the degree of risk is very small, the weighting should be .03; as the degree of risk increases, the weighting should be increased up to a maximum of .12. Lump sum items will have, generally, a higher weighted value than the unit price items for which quantities are provided. Other things to consider: the portion of the work to be done by subcontractors, nature of work, where work is to be performed, reasonableness of negotiated costs, amount of labor included in costs, and whether the negotiation is before or after performance of work.

1.19.2.2 Relative Difficulty of Work

If the work is most difficult and complex, the weighting should be .12 and should be proportionately reduced to .03 on the simplest of jobs. This factor is tied in to some extent with the degree of risk. Some things to consider: the nature of the work, by whom it is to be done, where, and what is the time schedule.

1.19.2.3 Size of Job

All work not in excess of $100,000 shall be weighted at .12. Work estimated between $100,000 and $5,000,000 shall be proportionately weighted from .12 to .05.

SECTION 01 11 00.00 50 Page 15

1.19.2.4 Periods of Performance

Jobs in excess of 24 months are to be weighted at .12. Jobs of lesser duration are to be proportionately weighted to a minimum of .03 for jobs not to exceed 30 days. No weight where additional time not required.

1.19.2.5 Contractor's Investment

To be weighted from .03 to .12 on the basis of below average, average, and above average. Things to consider: amount of subcontracting, mobilization payment item, Government furnished property, equipment and facilities, and expediting assistance.

1.19.2.6 Assistance by Government

To be weighted from .12 to .03 on the basis of average to above average.

Things to consider: use of Government owned property, equipment and facilities, and expediting assistance.

1.19.2.7 Subcontracting

To be weighted inversely proportional to the amount of subcontracting.

Where 80 percent or more of the work is to be subcontracted, the weighting is to be .03 and such weighting proportionately increased to .12 where all the work is performed by the Contractor's own forces.

1.20 BLASTING

Blasting will not be permitted.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 11 00.00 50 Page 16

SECTION 01 30 00.20 50

ADMINISTRATIVE REQUIREMENTS

10/06

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for information only or as otherwise designated. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section

01 33 00.00 50 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Progress and completion pictures

SD-04 Samples

COLOR/FINISH BOARDS

Physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged.

Color samples from the manufacturer's standard line (or custom color samples if specified) to be used in selecting or approving colors for the project.

1.2…